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HomeMy WebLinkAboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 76274 - TRAVASSOS Site Information: Customer Info: JM REID CONSTRUCTION Project Name: TRAVASSOS Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, Fl- 33610-4115 Model.• Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TP12014 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 72 individual; Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name :Date No 1 T18075192 A 9/10/19 23 2 T18075193 Al 9/10/19 24. 3 T18075194 A2 9/10/19 25 4 T18075195 A3 9/10/19 26 5 T18075196 A4 9/10/19 27 6 T18075197 ATA 9/10/19 28 7 T18075198 ATB 9/10/19 29 9 T18075200 ATD 9/10/19 311 10 T18075201 ATF 9/10/19 32 11 T18075202 ATG 9/10/19 93 12 T18075203 B 9/10/19 34 13 T18075204 81 9/10/19 35 14 T18075205 82 9/10/19 36 15 T18075206 B3 9/10/19 37 16 T18075207 B4 9/10/19 38 17 T18075208 B5 9/10/19 39 18 T18075209 B6 9/10/19 40 19 T18075210 B7 9/10/19 41 20 T18075211 B8 9110/19 42 21 T18075212 B9 9/10/19 43 22 T18075213 C 9/10/19 44 Seal# Truss Name Date GHLJ RE GRG GRL J1 The truss drawing(s)referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. , . Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s), identified and that the designs comply with ANSI/rPl 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MR-ek's or TRENCO's customers file reference purpose only, and was not taken into account in the .. preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building, designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPl 1, Chapter 2. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9• pIf R,F P� E �No 22839. o: tir STATE OFF/ �. ONALEN�`�,, ... IRS Wahr P,.'Finn PE No.22839 MRek USA, Inc. FL ran 6634 6904 Parke East Blvd. Tampa FL S3li10: t- Date:. September 10,2019 Finn, Walter 1 of 2 RE: 76274 - TRAVASSOS Site Information: Customer Info: JM REID CONSTRUCTION Project Name: TRAVASSOS Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 45 T18075236 J3 9/10/19 46 T18075237 J5 9/10/19 47 T18075238 J7 9/10/19 48 T18075239 JA5 9/10/19 49 T18075240 JE1 9/10/19 50 T18075241 JE3 9/10/19 51 T18075242 JE5 9/10/19 52 T18075243 JE7 9/10/19 53 T18075244 K 9/10/19 54 T18075245 K1 9/10/19 55 T18075246 K2 9/10/19 56 T18075247 KJ5 9/10/19 57 T18075248 KJ7 9/10/19 58 T18075249 KJE5 9/10/19 59 T18075250 L 9/10/19 60 T18075251 MHV8 9/10/19 61 T18075252 MHV10 9/10/19 62 T18075253 MHV12 9/10/19 63 T18075254 MHV14 9/10/19 64 T18075255 MHV16 9/10/19 65 T18075256 MHV17 9/10119 66 T18075257 MHVA 9/10/19 67 T18075258 MHVB 9/10/19 68 T18075259 MV2 9/10/19 69 T18075260 MV4 9/10/19 70 T18075261 MV6 9/10/19 71 T18075262 MV8 9/10/19 72 T18075263 MV10 9/10/19 2of2 Job Truss Thus Type , _ . Oty Ply TRAVASSOS T78075192 76274 A Half. Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL - 8.320 s Aug 282019 MiTek Industries, Inc. Tue Sep 1010:05:45 2019 Page 1 ID:93PAwuOUJJUFUes8%muvyAyr/Y?-2tVszftfd?Cfrdt4VNc13Ei)MoDZPd_EOy9m7yf3cq -2-0.0 6-10-B 13.1-15 25-7-2 2-0.0 6-10-8 6=3.7 F 6-1-11 i 6-3.7 1 Scale =1:46.4 48 = 2.3 II 3x6 = 3x5 = 3x4 II 3x4 = 2x3 II 5x5 WB= 2.3 II 6x8 = 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.61 BC 0.86 WE 0.58 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Wail L/d -0.50 10-12 >615 360 -0.9210-12 >331 240 0.06 8 Na Na 0.8010-12 >381 240 PLATES GRIP MT20 244/190 Weight: 116 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-2-15 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. OTHERS 2x4 SP No.3 WEBS 1Row at midpt 6-8 REACTIONS. (lb/size) 8=937/0-3-8, 2=1054/0-8-0 Max Horz 2=261(LC 12) Max Uplift 8=-652(LC 9), 2=-790(LC 12) FORCES. (Ib) -Max. Comp./Max: Ten. -All forces 250 (lb)orless except when shown. TOP CHORD 2-3=-1915/1546, 3-4=-1845/1537, 4-6=-1945/1537 BOT CHORD 2-12=-1533/1710, 10-12=-1537/1723, 9-10=-1537/1845, 8-9=-1537/1845 WEBS 3-12= 90/350,4-10=-153/266, 6-9=-132(413, 6-8=-2057/1714 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops( h=18ft; 8=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extsdor(2) -2-0-0to 1-0-0. Intedor(1) 1-0-0 to 6-10-8, Exterior(2) 6-10-8 to 11-1-7, Intenor(1) 11-1-7 to 25-5-6 zone;C-C for members and forces B 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 a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 8=652, 2=790. , Walter P. Finn PE No.22839 MRek USA, Inc. FL Cod 6634 6904 Parke East eNd. Tampa FL 33610 Date: September10,2019 Job Truss Truss Type s • Oly Ply TRAVASSOS T78075193 76274 Al Half Hip 1 1 Job Reference o tional unampers I runs, Inc., ran rierce, rL aA[e a Nut [a LU1e MI 1 eK Inanities, Inc. r UB Dep TU TU:Ua:ga ZU1a rate I Scale=1:46.4 exit = 3x4 = 36 = 3x4 = 3x4 II 4 19 5 20 21 6 7 22 a 3x5 = 3x8 = 4x6 = 2.3 11 2.3 11 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Veri -0.46 11-13 >671 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.83 11-13 >367 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 9 nta rota BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.75 11-13 >407 240 Weight: 1261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-9-10 oc pudins, BOT CHORD I SP M 30 except end verticals. WEBS 2z4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-13 ec bracing. WEBS 1Row at micipt 7-9 REACTIONS. (I orsize) 9=937/0-3-8. 2=1054/0-8-0 Max Horz 2=314(LC 12) Max Uplift 9=-652(LC 9), 2=-784(LC 12) FORCES. (I o) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1911/1594, 3-4— 1670/1392, 4-5>7524/1356, 5-7— 1375/1176 BOT CHORD 2-13=-1666/1722, 11-13=-1176/1375, 10-11=-1176/1375, 9-10=-117611375 WEBS 3-13=-280/374,4-13=-137/353,5-11=-169/260,7-10=-180/425,7-9=-1674/1432 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=26ft; eave=4f ; Cat. 11; E>ie C; Encl.. GCp1=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 8-10-8, Exterior(2) 8-10-8 to 13-1-7. Interior(1) 13-1-7 to 25-5-6 zone;C-C for members and forces & MI for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except all 9=652, 2=784. Walter P. Finn PE No.22839 MTek USA, Inc. FL Ced6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 O WARNII Verify design p sherrefesimul BEAD NOTES ON TH/SANDINCLUDED MREKREFEHANCEPAGEMIFMNIre, 16MY10159EFORE USE. Design valid for use only with MOek01 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hum system. Before use, the, building designer must verify the appicablllty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual hum web and/or chord members only.. Additional temporary and permanent bracing MOW Is always required for stablllty and to prevent. collapse with possible personal injury and property damage. For general guidance regarding the fobrlcation, storage, delivery, erection and bracing of hoses and hues systems, seeMSVmIt otakslity CdMb, DStI-0g and ICSI Building Component 69N Parke East Blvd.. SaM1ty NlolmaNOMvoiloble from Truss pate Institute, 218 N. Lee Sheet, Suite 312, Al6xand0a. VA 22314. Tampa, FL 33610 Job Truss Truss Type r Oty Ply TRAVASSOS T78075194 76274 A2 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue-Sep 1010:05:47 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y7-_GdcOKuv9cSN4xOSc6146UJ395be1 KFHhkRGrOyf3co -2-0-0 5.9-2 10.10-8 18.2.13 25-7.2 2-0.0 5-9-2 5-1-6 7.4.5 7-45 �1 4x6 — 17 1819 2.3 II 20 Scale = 1:46.4 4X4 = 3x4 = 2x3 11 3x4 = axrr 3x10 = 3x6 11 5-9-2 10-10-8 18-2-13 25-7-2 592 5-1-6 I 7-4.5 7-4-5 Plate Offsets (X Y)-- 12:0-1-2 Edge? [4:0-5-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.07 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.15. 8-10 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.51 HOrz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MS Wind(LL) 0.1110-11 >999 240 Weight: 136 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 7=93710-3-8, 2=1054/0-8-0 Max Horz 2=366(LC 12) Max Uplift 7=-649(LC 9), 2=-775(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1944/1511, 3-4=-1458/1195, 4-5=-1144/990, 5-6=-1144/990, 6-7= 873/836 BOT CHORD 2-11=-1651/1750, 10-11— 1651/1750, 8-10=1194/1305 WEBS 3-10=-536/510,4-10= 163/404,,5-8=-059/556, 6-8=-1147/1326 Structural wood sheathing directly applied or 5-1-9 oc pudins, except end verticals. Rigid ceiling directly applied or 5-8-12 oc bracing. i Row at midpt 4-8. 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=18ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-0to 1-0-0, Interior(1) 1-0-0 to 10-10-8, Extedor(2) 10-10-8 to 15-1-7. Intedor(1) 15-1-7 to 25-5-6 zone;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 nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100In uplift at joint(s) except Ut=lb) 7=649, 2=775. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33819, Date: September 10,2019 Job Truss Truss Type , . City Ply TRAVASSOS T78075195 76274 A3 Half Hip 1 1 Jab Reference (optional) ,.namoers cuss, no., run nerae, rL u.J2Us Hugzezula MIIeKInausines,Inc. Ueb0P1U1U:Ub:4a2U1e Yage1 d i Scale=1:42.1 45 = 3x4 = 3z4 II 5.00 12 5 17 18 19 6 20 7 3x4 = 2.3 I 3xB = 6xB = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.39 8-9 >685 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.03 8 Na No BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.08 11 >999 240 Weight: 121 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-9 oc bracing. REACTIONS. (lb/size) 8=826/0-3-8, 2=943/0-8-0 Max Horz 2=418(LC 12) Max Uplift 8=-588(LC 9). 2=-688(LC 12) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1615/1173; 4-5=-1009/768, 5-6=-885/802 BOT CHORD 2-11=-1383/1454, 9-11=-1383/1454, 8-9=-567/581 WEBS 4-9=-652/636, 6-9=>364/487, 6-8=-844/841 NOTES- 1) Wind: ASCE 7-10; Vult=17Omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 12-10-8, Exterior(2) 12-10-8 to 17-1-7, Intedor(1) 17-1-7 to 22-5-6 zone;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 a 10.0 psf bottom chord live load nonconcurrent with anyother 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 Qt=lb) 8=588,2=688. WaltarP. Finn PE No22639 MTek USA, Inc. FL Cart 6634 Bill Parke East Blvd. Tampa FL 33619 Data: September 10,2019 Job Truss Truss Type 1 x Oty Ply T78075196 76274 A4 Half Hip 1 1 �TRAVASSOS Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 1010:05:49 2019 Pagel ID:93PAwuOUJJUFU6s8%muvyAyf7Y7-welMpOw9hEi5KFArk%nYBvOK7uHmVBmg2wNvuyf3cm .2-0-0 8.0.0 14-10.8 22-7-2 2.0-0 8.0.0, 6.10.8 l 7.8-10 �1 Scale =1:42.3 Sx6 = 4x5 = 5.00 12 5 16 1718 3.4 = 2x3 II 3x8 = 3.6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1., 5 Lumber DOL 1.25 Rep Stress Inor YES Code FBC2017/TPI2014 CS'. TC 0.85 BC 0.37 WE0.87 Matrix -MS DEFL. Ven(LL) Vert(CT) HorI Wjnd(LL) in (loc) Well L/d -0.09 10-13 >999 360 -0.20 10-13 >999 240 0.03 7 n/a n/a 0.1210-13 >999 240 PLATES GRIP MT20 244/190 Weight: 120 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 6-3-9 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (lb/size) 7=82610-3-8, 2=943/0-8-0 Max Horz 2=471(LC 12) Max Uplift 7=-590(LC 12), 2=-675(LC 12) Max Gmv 7=857(LC 17), 2=943(LC 1) FORCES. (lb) -Max'CompJMax. Ten. - All fames 250 (lb) or less except when shown. TOP CHORD 2-4=-1547/1038, 4-5=-827/600, 5-6=-688/654, 6-7=-757t791 BOT CHORD 2-10=-1293/1375, 8-10=-1293/1375 WEBS 4-101 4-8=-7658011 5-8=-89/289, 6-8=-828/870 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-10-8, Exterfor(2) 14-10-8 to 19-1-7, Interior(1) 19-1-7 to 22-5-6 zone;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 pending. 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= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 7=590, 2=675. Walter P. Finn PE No.22839 MDek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610. Data: September 10,2019 Q WARNWO-Verity, iesrgnpaiamelersenOREAD NOTES ON MIS AND INCLUDED MREKREFERANCEPAGE 114M174TJroe 101134015aEFOREUSE Design valid for use only with Wardle connectors, This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- 6 always required for stability and to prevent collapse with payable personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPit Quiet tly Queens, DS949 and BCSI Building Component Safety mformelbllwolloble from es TrPlate ma tute. 218 N. Lee Sheet, Suite 312. Atexontlrb. VA 22314. 69" Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type x Oty Ply T78075197 76274 ATA ATTIC 1 1 �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 1010:05:51 2019 4x4 = 4x4 = 5.6 = 3x5 9 3x4 11 5x8 MT18HS = 3.10 11 BxB = 3x4 7-0.9' 13-5.6 20-8-14 22-7-2 7-0.9 6-4-13 7-3.8 1-10.4 Scale=1:46.6 Plate Offsets KY)- 16:Edge,0-4-61, f10:Edge,0-4-41, f15:0-0-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.43 12-14 >628 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Ven(CT) -0.86 12-14 >315 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.03 10 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.62 12-14 >434 240 Weight: 158111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except' BOT CHORD 8-11:2x4 SP M 30 WEBS REACTIONS. (lb/size) 10=108710-3-8, 2=1030f0-8-0 Max Horz 2=523(LC 12) Max Uplift 10=-388(LC 12), 2=-587(LC 12) Max Grav 10=1386(LC 18), 2=1091(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD_ 2-3=-2215/912, 3-5- 1133/264, 5-6=934/338, 6-7=929/1729, 7-8= 985/1857, 8-9- 1535/2768, 9-10= 708/1372 BOT CHORD 2-14=-1242/2064, 12-14=-1242/2064, 11-12=-440/985, 10-11=-407/895 WEBS 3-14=172/476, 3-12=11841879, 5-12=0/291, 11-15=-602/1823, 8-15=508/319, 6-16=-2649/1312,15-16=-3806/1976,9-15=73043/1687,10-15=-3908/1775, 7-16=-682/399, 8-16_ 550/1022 Structural wood sheathing directly applied or 4-8-4 cc pudins, except and verticals. Rigid ceiling directly applied or 7-10-3 cc bracing. i Row at midpt 3-12, 10-15 2 Rows at 1/3 pis 6-15 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ff; B=45ft; L=24ff; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-10, Interior(1) 1-0-10 to 16-10-8, Exterior(2) 16-10-8 to 21-1-7, Interior(1) 21-1-7 to 22-56 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 200.011b AC unit load placed on the top chord, 16-8-0 from left end, supported at two points, 4-0-0 apart. 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 10.0lost bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Calling dead load (5.0 pal) on member(s). 5-6, 6-16, 15-16 8) Bottom chord live load (40.0 fist) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10011p uplift atjoint(s) except at=lb) 10=388, 2=587. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE NoIH39 MTek USA, Inc. FL Ced 663E 698E Parke East Blvd. Tampa FL 33810 Data: September 10,2019 Q WARNING -Verify des/Snparemefen and READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGE M1A74Tarex, 10,01,2015DEFOREUSE. Deslgn valid for use only with Mnekw connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the bulltling designer must verify. the applicability of deslgn parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndivltlual truss web and/or chord members only, Adtlltlonal temporary end permanent bracing MiTek' Is always requlred for stoblllty and to prevent collapse with possible personal jury and property damage. For general guidance regarding the fabricatlon, storage: delivery, erection and bracing of trusses and truss systems seeANSU1Pl1 Cual CMaM, DSBA9 and BCSI Building Component 6904 Parke East Blvd.Safety Infermallonaeolloble from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexontlrlo, VA 22314. Tampa. FL 33610 Job Truss Truss Type . r Dry Ply TRAVASSOS T18075198 76274 ATB ATTIC 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.320 s Aug 28 2019 MiTek Industries, Inc. Too Sep 10 10:05:55 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyl7Y?-Io6d447wG4TE2Ae74ouyRAeLpJAmCTX_Nh7Yyf3cg Ill -2-0-0 Y-0-9 13-Sfi 44-i 18-10-8 2P8-14 22-7-2 2-0-0 7-P9 64-13 11-51-1-14 3.344 1-toe 1-ID4 C' 3x10 4 2x3 11 5x6 = Scale=1:50.9 5.00 12 7 19 8 3x5 i 3x4 II 7x8 WB , 7-0.0 300 II ex8 = 7-0.1&&6 20-8-14 7-69 9 6.413 I 7-&6 1-101 Plate Oftsets(XY)-- [4:03-OEdoe],[7:D-0-130-1-10] [tO:Edne0-4-41116:0-4-80-2-0]. LOADING (pal SPACING- 2-0-0 CSI. -DEFL. in floc) VdeN L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.39 12-14 >691 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.7912-14 >343 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.89 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.5812-14 >466 240 Weight: 1571la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 10-13: 2x6 SP 2400F 2.0E BOT CHORD WEBS 2x4 SP No.3*Except* WEBS 8-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1088/0-3-8, 2=1029/0-8-0 Max Horz 2=576(LC 12) - Max Uplift 10=-405(CC 12). 2=-571(LC 12) Max Gmv 10=1401(LC 18). 2=1091(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 260 (lb) or less except when shown. TOP CHORD 2-3=-2195/811, 3-5=-1184/224, 5-6=-956/279, 6-7=-749/1370, 7-8=-653/1304, 8-9=-689/1340, 9-10=-853/1676 BOT CHORD 2-14=-1202/2053, 12-14- 1202/2053, 11-12=-463/1042, 10-11=-443/986 WEBS 3-14- 134/442, 3-12=-1110/811, 5-12=-5/346, 11-15=-469/1645, 8-15=-1098l717, 6-15=-2347/1115,10-15=-4129/1858, 9-15=-18461948 Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at 111 9-10, 3-12, 6-15 2 Rows at 1/3 pis 10-15 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-10, Interior(1) 1-0-10 to 18-10-8, Exterior(2) 18-10-8 to 22-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 200.01b AC unit load placed on the top chord, 16-8-0 from left end, supported at two points, 4-0-0 apart. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost 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 3-0-0 tall by 2-M wide will tit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 10=405, 2=571. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 O WANNING - Verity tlesignp herr.W santl READ NOTES ON THISANO/NCLUOEO MREKREFERANCEPAGE fiel rev. fNal BEFORE USE, Design valid for use only with Wads connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not �' a truss system. Before use, the busdIng designer must verify the applicablllty of design parameters and properly Incorporate this design Into the overall bullding design Bmcing Indicated is to prevent buckling of lndlvldu0l truss web and/or chord members only, Additional temporary and permanent brccing M!Tek' Is always required for stability and to prevent collapse with bauble personal Injury and property damage, For general guidance reaOrtling the fabrication, storage: dellvery, erection and bracing of trusses and truss systems. seeANSVirl Cuallly Criers,DS1419 and all Building Component 6904 Parke East Blvd. Safety Informalbrnvolloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexandria. VA 214, Tampa, FL 33610 Job Truss Truss Type 1 Oty Ply TRAVASSOS T78075199 76274 ATC ATTIC 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.32U s AUg 28 ZU19 MI I eK9nausines, Inc. I ue bep lU lU:UU:UU 2U19 Pagel ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-6mvW 7n235c5XBxW yILU78DLE7KvOa5gCgF5Solyf3cb Ise-10 2 -7.2 -2-0-0 7 -0.9 13-8-6 14-41 2M 14 2o-tµa 240 799 6-4-13 11-51-1-14 a5i p 1a 48.10 Sx6 = 4xS = Scale = 1:54.4 5.00 12 7 a 01 3x5 � 3x4 11 Ed; = 3x4 = 3x1011 6x6 = 7-0.0 22-7-2 )-0-9 13'aE 2a8-14 2 JPB 7-09 { N43 )30 "0. 1a 1-8-10 Plate Offsets (X Y)-- 14:0-4-0 Ed0e1 [7:0-3-00-2-4] [9:Etlge 0-4-01 [14:0-4-80-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.36 11-13 >741 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.71 11-13 >379 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.99 Hom(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.51 11-13 >529 240 Weight: 1601b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. BOT CHORD 2x6 SP No.2 *Except* 9-12: 2x6 SP 240OF 2.0E BOT CHORD WEBS 2x4 SP No.3 WEBS JOINTS REACTIONS. (Ib/size) 9=1087/0-3-8,2=1030/0-8-0 Max Ham 2=628(LC 12) Max Uplift 9=-425(LC 12), 2=-551(LC 12) Max Grav 9=1417(LC 18), 2=1091(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2175/709, 3-5=-1208/150, 5-6=-948/183, 6-7=-833/1555, 7-8=-640/1353, 8-9=-914/1964 BOT CHORD 2-13=-1164/2051164/2054, 10-11=44611066, 9-10=-432/1019 WEBS 3-13=-1041418, 3-11— 1084/787, 5-11=43/397, 10-14=-317/1420, 7-14=-768/545, 6-14=-2454/1100,8-14=-2403/1135, 9-14=-4273/1813 Structural wood sheathing directly applied or 4-8-9 oc purlins, 'except end verticals. Rigid ceiling directly applied or 6-4-2 oc bracing. 1 Row at midpt B-9, 6-14 2 Rows at 1/3 pts 9-14 1 Brace at Jt(s): 14 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1811; B=45f ; L=24ft; eave=4H; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteoor(2) -2-0-0 to 1-0-10, Interior(1) 1-0-10 to 20-10-8, Exterior(2) 20-10-8 to 22-5-6 zone;C-C for members and forces B.MWFRS'for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 200.0I1a AC unit load placed on the top chord, 16-8-0 from left end, supported at two points, 4-0-0 apart. 3) Provide adequate drainage to prevent water pending. 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 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14 7) Bottom chord live load (40.0 psl) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=425, 2=551. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 III Parke East Blvd. Tampa FL 33810 Date: September 10,2019 O WARNING-Vedry design parameters anti NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MbirInrex. 10113,2015 BEFORE USE. Design valid for use only with Mnekle connectors. This design is based only upon parameters shown, and Is for an Indlvlducl bulltling component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated is to prevent buckling Of individual truss web and/or chord members Only.Addillonal temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobncotlon, storage: Cauvery, erection and bracing of trusses and truss systems, seeAN3f/iPI1 CualNByy CMnb, DSBd9 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlorravailobie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type I r Oly Ply T78075200 76274 ATD ROOFSPECIAL 3 1' �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 282019 MiTek Industries, Inc. Tue Sep 1010:06:03 2019 Page 1 I D:93PAwuOUJJUFU6s8XmuvyAyf7Y7-W Lb11p5yOXT670FXYTl gmszlTXxBnTweNDJ6P4yf3cY 15-6.10 -2-0-0 ]-09 13-5-0 4-0-11 20-644 22-]-2 2-0-0 AO-9 64-13 -11. 5-2-0 1-104 1-1-14 Scale=1:56.0 .. r- 9x3 11 3x5 4 3x4 11 7x8 W B 7.0-0 3110 11 6.8 = 3x4 = 7-0-9 13.5-6 20.8-14 22-7-2 7-0-9 6.4.13 7.3.8 1-10 44 Plate Offsets (X Y)-- [4:0-4-0 Edgel [9:Edge 0-4-41 [14:0-4-e 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.37 11-13 >723 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 VerdCT) -0.7311-13 >367 240 BCLL 0.0 Rep Stress [net YES WB 0191 HOrz(CT), 0.03 9 n/a n/a BCDL 10.0 Code FBC20171-rP12014 Matdx-MS WincILL) 0.5311-13 >509 240 Weight: 163111 FT=20% LUMBER- 'BRACING - TOP CHORD 2x4SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc pudins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 9-12: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-9, 3-11, 6-14 7-10: 2x4 SP M 30 2 Rows at 1/3 pts 9-14 OTHERS 2x4 SP No.3 JOINTS 1 Brace at JUs): 14 REACTIONS. (lb/size) 9=1087/0-3-8, 2=1030/0-8-0 Max Horz 2=669(LC 12) Max Uplift 9=A42(LC 12), 2=-534(LC 12) Max Grav 9=1432(LC 18), 2=1089(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2174/640, 3-5=-1193f78,5.8=-941/119, 6-7=-772/1497, 7-8=-615/1384, 8-9=-741/1863 BOT CHORD 2-13=-1129/2060, 11-13=-1129/2060, 10-11=-399/1058, 9-10=-383/1004 WEBS 3-13=-109/424, 3-11=-1098/801,5-11=-36/382, 10-14=-348/1487, 7-14- 299/246, 6-14=-2383/950,8-14=-2713/1151, 9-14=-4233/1614 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft: L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte6or(2) -2-0-0 to 1-0-10, Interiar(1) 1-0-10 to 22-5.6 zone;C-C'for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 200.01b AC unit load placed on the top chord, 16-8-0 from left end, supported at two points, 4-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to mom: 10-11 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Ot=lb) 9=44212=534. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810. Date: September 10,2019 O WARNING -Verllydddr,.1sl.&,,..d READ NOTES ON THIS AND INCLUDED MIFEKREFERANCE PAGE MIp7473ree.. 1&MG015 BEFORE USE. Design valid for use only with Mffek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not ��- a truss system, Before use, the. bullding designer must verify the oppllcoloalN of design parameters and properly Incorporate this design Into me overoll building design.. Bracing Indicated Is W prevent buckling of Individual truss web and/or chord members only., Additional temporcry and permanent bracing MiTek' Is always required for stability and to preventcollapse with possible personal Injury and properly damage. For general guidance regarding the fabricatlon storage, dellvery, erection and bracing of trusses and truss systems, seeANill Quality Creel D58419 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatbrpvallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 21 14. Tampa. FL 33610 Job Truss Truss Type , r Oty Ply TRAVASSOS T78075201 76274 ATF ATTIC 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 282019 MiTek Industries, Inc. Tue Sep 10 10:06:06 2019 Page 1 • ID:93PAwuOUJJUFU6s8XmuvyAyf/Y7-=GoOg7gg5rhssz6EcbXOUbMPlxP_rh43BYm7Pyf3cV 13-0-0 18-7-12 12-5-6 18-0-2 -2-0-0 6-6-0 11-4-4 11r1114 1]-0-0 1]. a-f0 236�O 30-0-0 32: 2-0-0 6-6-0 4-1 'It 4-0-0 016�-1I0 4 6-6-0- Qe=1:56.3 0-5-8 0-5-8 06-10 0-7-10 01 45 = _ 3x6 = 4x5 - 5.00 12 3x6 = 2x3 116 7 25 26 8 9 2x3 II 3.6 = 3x4 11 3x4 - 5xB MT1 BK" x4 = 3x4 11 3x6 = 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 lncr YES Code FBC2017/TP12014 CS'. TC '0.37 BC 0.90 WB 0.78 Matrix -MS DEFL. in (loc)/dell L/d Vert(L-) -0.24 16-18 >999 360 Vert(CT) -0.42 16-18 >860 240 Hoa(CT) 0.09 13 Ida n/a Wind(LL) 0.21 16 >999 240 PLATES MT20 MT18HS Weight: 1681b GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-9 REACTIONS. (Ialsize) 2=1391/0-8-0,13=1391/0-8-0 Max Horz 2= 236(LC 10) Max Uplift 2=-759(LC 12), 13=759(LC 12) Max Gran, 2=1510(LC 18), 13=1510(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 2-4=-3184/1529, 4-5=-2701/1181, 5-6=-2360/1105, 9-10=-2360/1105, 10-11=-2701/1180, 11-13=3181/1529 BOT CHORD 2-19=-1224/3074, 18-19=-1224/3074, 16-18=-735/2470, 15-16=-1266/2894, 13-15= 1266/2894 WEBS 4-18=-708/605, 5-18= 211/685,6-9=-2603/1327,10-16=-211/686,11-16=-708/605 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30N; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-10, Interior(1) 1-0-10 to 13-0-0, Exterior(2) 13-0-0 to 21-2-15, Interior(1) 21-2-15 to 32-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.0I1b AC unit load placed on the top chord, 15-0-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf 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. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-9 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-18 10) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb) 2=759, 13=759. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 41b Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 QWARNING- VeNlydeslgnparamefersead READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MII-74nnev. 10/0120156EFORE USE. valld for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not wit a truss system. Before use, The buadIng designer must verity the cppllcablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndlvldualtruss web and/or chord members only., Additional temporary and permanent brocing MiTek' s always required for stability, and to preventcollapse wlih possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seaUsId iPlt Quo CMeda, DSO-89 and. BCSI Budding Component 6904 Parke East Blvd. 2y Safety Info m stbrnvoiloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexondrlo, VA 22314,Tampa, FL 33610 Job Truss Truss Type - - r Oty Ply TRAVASSOS T18075202 76274 ATG ATTIC 6 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MtTek Industries, Inc. Tue:Sep 10 10:06:10 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y7-phW IDCALkhM6LTHtTR1TYKmxJMJlwjzg_pW_9Ayf3cR 13-1-13 18.7-12 - -2-0.0 6-0-0 114-4 11 11-14 15-0-0 16-10.3 18-0-2 24-0-0 30-0-0 32-0-0 2-0-0 6-0-0 5-0-4 -74 1-103 1-103 1-1-14 5-4-0 60-0 2-0.0 1-1-14 0.7-10 Scale =1:54.5 b' 3x6 = 5.00 12 3x6 = 30 11 3x4 = 5x8 MT18bl$$ x4 = 3x4 11 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20177TP12014 CS'. TC 0.82 BC 0.94 WE 0.57 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Wall L/d -0.33 15-17 >999 360 -0.5915-17 >613 240 0.09 12 n/a n/a 0.3215-17 >999 240 PLATES MT20 MT18HS Weight: 167 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt -6-8 REACTIONS. (Ib/size)• 2=1391/0-8-0, 12=1391/0-8-0 Max.Horz 2=267(LC 11) Max Uplift 2=-759(LC 12), 12=-759(LC 12) Max Grav 2=1500(LC 18), 12=1500(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3221/1375, 3-5=-2666/1015, 5-6=-2313/959, 6-7=-219/640,7-8= 219/640, 8-9=-2313/959, 9-11= 2666/1015,11-12=-3218/1376 BOT CHORD 2-18=-1079/3144, 17-18=-1079/3144, 15-17=-596/2415, 14-15=-1136/2941, 12-14=-1136/2941 WEBS 9-15=-171/708, 11-15=-801/594, 5-17=-171/707, 3-17=-802/593, 6-8=-3076/1282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;:.Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsh h=18f; B=45ft; L=30h; eave=411; Cat. II; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-10, Intenodl) 1-0-10 to 15-0-0, Exteror(2) 15-0-0 to 18-0-0, Intedor(1) 18-0-0 to 32-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) 201 AC unit load placed on the top chord, 15-0-0 from left end, supported at two points, 4-0-0 apart. 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 20.0ji on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8 8) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=759, 12=759, 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 3Ie Walter P. Finn PE No.22839 li USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 3361D Data: September 10,2019 QWARNING.Vero deegnlximmetere and READ NOTES ON THISANO INCLUDED M?EKREFERANCEPAGEM*7473 rev. iBPo1/2015aEFORE USE. Design valid for use only with Mrtelety connectors. This design Is based only upon parameters shown, and Is for on Individual building component. not a truss system. Before use, the, building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldIng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the M!Tek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPlt CuolMy Cdti GSBA9 and BC61 Building Component 6904 Parke East Blvd. Safety InfamlaticinavdIabl6 from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexantlrlo, VA 229314. Tempe, FL 33610 Job Truss Truss Type r City Ply TRAVASSOS T78075203 76274 B Half Nip 1 1 Job Reference (optional) unamoers I russ, Inc., ron rrerce, rL oazu s Hug za zul a run ex lnausmes, Inc. iue cep I m:ub: rc zu to raga r it Scale=1:47.4 3x4 = 3x6.= 3x4 = 3z5 = 3,8 = 4x8 = 2x3 II 2.3 11 6x8 = LOADING (psf) SPACING- 2-0-0' CS'. DEFL, in (foe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.5011-13 >627 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.91 11-13 >344 240 BCLL 0.0 ' Rep Stress lnor YES WE 0.50 Horz(CT) 0.05 9 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Wind(LL) 0.82 11-13 >381 240 Weight:128 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. WEBS 1Row at midpt 7-9 REACTIONS. (lb/size) 9=960/0-3-8, 2=1076/0-8-0 Max Ho¢ 2=317(LC 12) Max Uplift 9=-662(LC 9), 2=-798(LC 12) Max Gmv 9=978(LC 17), 2=1076(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1969/1630, 3-4=-1742/1433, 4-5=-1604/1394, 5-7=-150PJ1216 BOT CHORD 2-13=-1700/1815, 11-13=-1216/1502, 10-11=-1216/1502, 9-10=-1216/1502 WEBS 3-13=-280/374, 4-13=-149/365, 5-11=-170/265, 7-10=-182/474, 7-9=-1826/1475 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18it; B=45ft; L=26H; eave=4ft; Cat. II; Etp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-245, Interior(1) 13-2-16 to 26-0-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.80 plate grip DOL=1.6D 2) Provide adequate drainage to prevent water ponding. 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 to uplift at joint(s) except (jt=lb) 9=662, 2=798. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart9934 6904 Parke East Blvd. Tampa FL 33610 Data: September 10,2019 QWARNING-Vadrydesl9apmameforsend READ NOTES ON TN/SANDINCLUDED MATEKHEFERANCEPAGEMIN479ree 1009sp 5BEFORE USE. Design valid for use only with MRelfw connectors. This design Is based only upon parameters shown, and Is for an Individual building component not ��- a trues system. Before use, the bulltling designer must verify. the apelcabliny of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Isalwaysrequlredforstall and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of huses and huss systems, seeAN31/IPI I OuallMryy Cif edn, DSB419 antl BCSI Building Cempen*nf 69N Parke East Blvd. Safety Informalbrnvoilable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type - City Ply T78075204 76274 B1 Half: Hip 1 1 �TRAVASSOS Job Reference a tional snarl I russ, Inc., ion Fierce, 1-L l s Aug en Zulu N1u eK mausmes, Inc. I us cap Tu IU:ub:1l zula rage 1 ID:93PAwu0UJJUFU6s8XmuvyAyl7Y7-61 RyhbGk5gE7hYJDNPH7KpYB9ArL3uOibPjsuGyl3cK -2-0-0 5-9-04 140.0 18-7-3 2fi-2-fi 2.0.0 5.9d4 5-2-2 7-7-3 7-7-3 48 = 4 Scale = 1:47.4 2.3 H 3x6 = 17 18 19 5 20 6 3x4 = 2.3 II 3.4 = 3x6 = 48 = 3.6 II Plate Offsets (X Y)-- t2:0-1-60-0-01 t4:0-5-4 0-2-01 - LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Verftl .0.07 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Ven(CT) -0.16 8-10 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.52 Horz(CT) 0.04 7 ril n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wincil 0.1210-11 >999 240 Weight: 1381b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 7=960/0-3-8, 2=107610-8-0 Max Horz 2=369(LC 12) Max Uplift 7=-658(LC 9), 2=-789(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. ' TOP CHORD 2-3=-1997/1552, 3-4=-1506/1233, 4-5=-1194/1030, 5-6=-1194/1030, 6-7=-893/854 BOT CHORD 2-11=1691/1798, 10-11=-1691/1798, 8-10=-1230/1349 WEBS 3-10=-541/514,4-10= 184/412,5-8- 474/573,6-8=-1.186/1375 Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. Rigid ceiling directly applied or 5-7-15 oc bracing. 1 Row at midi 4-8, 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps4 BCDL=3.Opsfi h=18ff; B=45ft; L=26ff; eave=4ff; Cat. II; Exp C; Encl., GCpi=0.-18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interic r(1)1-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 26-0-10 zone;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 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 7=658; 2=789. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 33610. Date: September 10,2019 O WARNING- Verlfy design Para me ten and READ NOTES ON MIS AND INCLUDED M?EKREFERANCE PAGE MI1-74TJ rev. 101112015 BEFORE USE Design valid for use only with IdRek® connectors. This design Is based only upon parameters shown. and Is for on Individual bullding component, not ��• a buss 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 huss web and/or chord members only.. Additional temporary and permanent bracing M!Tek' Is always required for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding the'." recreation, storage: delivery, erection and bracing of trusses and truss systems, seeANSUIPII Sal CrXUb, DSB49 and SCSI BuldhO Component ' 6904 Parke East Blvd. Safety lnfarmot wvollobie from Truss Plate Institute, 218 K Lee Street, Suite 312, Alexandra, VA 22 14. Tampa, FL 33610 Job Truss Truss Type I Cry Ply rlso7szos 76274 B2 Half Hip 1 1 �TRAVASSOS Job Reference (optional) �1 moors I was, Inc., Von Pleroe, VL 8.320 s Aug 282019 MITek Industnes, Inc. Tue Sep 1010A6:19 2019 Pagel I0:93PAwuOUJJUFU6s8XmuvyAyf7Y7-2QZi6HH_cSUrwsTcUgKbPEeRY NUXoB72jCyzgyl3cl -2-0-0 6.944 13-0.0 184-12 24.0.9 29.2.E 2-0-0 6.9-14 6.2-2 5-1-12 540-13 5-1-13 axis = 3x4 = 3x6 5.00 12 5 21 22 6 23 ] Scale = 1:52.5 3x4 = 3x4 11 24 2x3 I I 3x8 2x3 11 2x3 11 6x8 3x4 = 3x8 = 6.9-14 13-0-0 18-1-12 20.11-7 24.0.1 29-2-6 6114 6.2-2 5---12 2 1-11 3-0-2 5-0-13 Plate Offsets (X,Y)-- 15:0-3-0,0-2-41 LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (loc) I/daft Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC '0.92 Vert(L-) -0.7512-14 >465 360 MT20 '244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.39 12-14 >251 240 BCLL 0.0 Rep Stress lncr YES WB 0.57 Horz(CT) 0.06 10 ri n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wincl 1.2612-14 >277 240 Weight: 157 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 •Except' 10-13: 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 10=1071/0-3-8, 2=1187/0-8-0 Max Horz 2=422(LC 12) .Max Uplift 10=-730(LC 12), 2=858(LC 12) Max Gram 10=1110(LC 17), 2=1191(LC 17) ' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2257/1671, 4-5=-1683/1336, 5-6=-1522/1334, 6-8=-1179/961 BOT CHORD 2-15=-1843/2088, 14-15=-1843/2088, 12-14=-961/1179, 11-12=-961/1179, 10-11=961/1179 WEBS 4-14=-627/559, 5-14=-31/264, 6-14=-552/531, 6-12=-333/426, 8-11- 339/658, 8-10=-1790/1457 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. Rigid ceiling directly applied or 5-2-11 oc bracing. 1 Row at midpt 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vull 70mph,(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst III Bft; B=45ft; I-iii eave=4N; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ekterior(2) -2-0.0 to 1-0-0, Interior(1) 1-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 29-0-10 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherlive 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 by2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(e) except (jt=1b) 10=730, 2=855. Walter P. Finn PE No.22639 li USA, Inc. FL Cad 6634 61 Parke East Blvd. Tampa FL 33610. Data: September 10,2019 Q WARNING -Vdideslgnparamefersand READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMIF14Tarev. Ideal BEFORE USE. - Design valid for use only with Mpelis connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a truss system. Before use, the bulltling 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 trussweb and/or chord members only.. Adtlltlonal temporary and permanent bracing MtT®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 seeANSUrPII GualBy Criteria, DSBd9 and SCSI Building Component 6904 Palle East Blvd. able SInformationavollable from Truss Plate Intitute; s218 N. Lee Street, Bull 372. Alexandria, VA 22514. Tampa, FIL 33610 Job Truss Truss Type Oty Ply TRAVASSOS T18075206 76274 B3 Half Hip 1 i Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 282019 MiTek Industries, Inc. Tue Sep 1010:06:20 2019 Page 1 d' Scale = 1:51.9 5x6 = 3x4 = 44 = 5.00 ri2 4 17 /8 19 5 20 6 3x4 = 2x3 11 3x6 =3x8 = 3x5 = 3x6 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 Inc, YES Code FBC2017/TP12014 CSI. TC 0.55 BC 0.41 WB 0.70 Matrix -MS OEFL. Ve I(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Well Ud -0.09 11-14 >999 360 -0.1911-14 >999 240 0.05 7 n/a n/a 0.14 11 >999 240 PLATES GRIP MT20 244/190 Weight: 1621b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-7-14 oc purtins, BOT CHORD 2x4.SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. WEBS 1 Row at midpt 6-7, 3-9. 6-8 REACTIONS. (lb/size) 7=1071/0-3-8, 2=1187/0-8-0 Max Horz 2=474(LC 12) Max Uplift 7=-740(LC 12), 2=-844(LC 12) Max Grav 7=1129(LC 17), 2=1187(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2204/1595, 3-4=-1443/1126, 4-5— 1285/1149, 5-6— 982/838, 6-7=-1009/961 BOT CHORD 2-11=-181812044, 9-11=-1819/2039, 8-9=-838/982 WEBS 3-11=0/319, 3-9=-827/728, 4-9=-3/298, 5-9=-420/408, 5-8=-7061797, 6-8— 1113/1305 NOTES- 1) Wind: ASCE 7-10; Vult=170mph(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18tt; B=45tt; L=29tt; save=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 15-0-0, Extedor(2) 15-0-0 to 19-2-15, Intedor(1) 19-2-15 to 29-0-10 zone;C-C for members and forces & MW FRS 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=1b) 7=74012=844. Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 33610 Data: September 10,2019 Job Truss Truss Type Orly Ply TRAVASSOS T78075207 76274 B4 Halt Hip 1 1 Job Reference (optional) OOamDers I russ, Inc., ron MGM%VL b.EZU S Add Zb ZUI s MI I ex Inc. I us bee l U 1 U:Ub:Z1 ZO1 B vane l d1 4x5 = 5.00 12 6 19 20 Scale=1:51.9 3x4 = 34 = 7 21 8 3z5 = 3x4 = 3.6 = 34 = 3z4 = 3z6 II LOADING IDS, SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d TCLL 20.0 Plate Grip DOL 1.25' TC 0.47 Vert(LL) -0.11 13-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.2413-16 >999 240 BELL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.05 9 rJa rJa BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 11-13 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE SOT CHORD 2x4 SP M 30 WEBS 2x4.SP No.3 BOT CHORE WEBS REACTIONS. (Ile/size) 9=1071/0-3-8, 2=1187/0-8-0 Max Harz 2=527(LC 12) Max Uplift 9= 753(LC 12), 2= 832(LC 12) 'Max Grant 9=1146(LC 17). 2=1187(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2247/1568, 3-5=-2006/1418, 5-6=-1237/975, 6-7=-1111/983, 7-B=-781/667, e-9=-1036/973 BOT CHORD 2-13=-1862/2114, 11-13=-1451/1595, 10-11=-667/781 WEBS 3-13=-359/385, 5-13=-241/517, 5-11=-662/634, 6-11=-31/258,7-11=-493/514, 7-10= 765/830, 8-10_ 1029/1204 PLATES GRIP MT20 244/190 Weight: 173 lb FT=20% Structural wood sheathing directly applied or 4-8-12 pc purlins, except end verticals. Rigid ceiling directly applied or 5-4-6 cc bracing. 1 Row at midpt 8-9, 8-10 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10;:Vult=170mph (3-second gust) Vascll 32mph; TCDL=4.2pst BCDL=3.Opsp hl8ft; B=45f(; L=29ft; Cave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to.1-0-0, Inierior(1) 1-0-0 to 17-0-0, Exterior(2) 17-0-0 to 21-2-15, lntedor(1) 21-2-15 to 29-0-10 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 = 10.0ps1: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=753,2=832 Walter P. Finn PE No.22839 fil USA, Inc. FL Cori 6634 8904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEK NEFENANCE PAGE 1497473 ree 1ONY[e16BEFORE USE. Design valid for use only wlth M8ek® connectors. ills design Is based only upon parameters shown, and Is for an Individual building component, not �'' a huss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate ihls design Into the overall building design. Bracing lndlcated is to prevent buckling of lndildual truss web and/or chord members only.. Additional temporary and permanent bracing WOW . Is always required for stablllty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricailon, storage; delivery, erection and bracing of trusses and lass systems, seeANBITP11 QualMy Cill DSB49 and SCSI Building Component 69N Parke East Blvd. Safety mformationavdicsbN, le from Truss Plate Institute, 218 Lee Sheet Suite 312, Alexontlrlo. VA 4. 2231 Tampa, FL 33610 Job Truss Truss Type . r City -Ply TRAVASSOS T78075208 76274 B5 Hall Hip 1 1 Job Reference o tional Ghambere Trues, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:22 2019 Page 1 • ID:93PAmOUJJUFU6s8XmuvyAyf7Y?-T?ErklKsvNsPnICBAz111sG4bBVOk3pFtkgOdaUyl3cF -2-0-0 6-10-10 12d040 19-0-0 24-0-3 29-2-8 2-0-0 6.10-10 6-0.0 fi-1-6 5-1-3 Scale=1:53.1 4x6 = 3x4 = 3x4 = 5.00 r12 6 19 20 7 21 B 3x5 = 3x4 = 4x6 = 3x6 3x4 = 3x6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grips DOL -1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TIC 0.42 BC 0.57 WE 0.96 Matrix -MS DEFL, Vert(LL) Vert(CT) Horz(CT) Wlnd(LL) in (Joe) Vol I -0.17 11-13 >999 360 -0.33 13-16 >999 240 0.05 9 n/a n1a 0.14 13-16 >999 240 PLATES GRIP MT20 244/190 Weight: 180 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-7=6'oc pudins, BOT CHORD 2x4 SP M 30 'except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 1 Row at Indict 8-9, 5-11, 7-10,.8-10 REACTIONS. (Iersize) 9=1071/03-8,2=1187/0-8-0 Max Ho¢ 2=579(LC 12) Max Uplift 9= 766(LC 12), 2=-819(LC 12) .Max Grav 9=1187(LC 17), 2=1223(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23— 2307/1459, 3-5= 2050/1306, 5-6=-11081793, 6-7= 985/826, 7-8=-624/520, 8-9= 1088/987 BOT CHORD 2-13= 1806/2171, 11-13=-1364/1589, 10-11=-520/624 WEBS 3-13=-387/420, 5-13=-273/607,.5-11=-801/708, 7-11=-579/685, 7-10=-832/858, 8-10=-976/1169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;'Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=18ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 19-0-0, Exterior(2) 19-0-0 to 23-2-15, Interior(l) 23-2-15 to 29-0-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate Units DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load 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 arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom,chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 9=766, 2=819. Walter P. Finn PE No.22836 MiTek USA, Inc. FL Cad 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September10,2019 ANABN/NG- Verilydesignparsachresead BEAD NOTES ON TNISAND/NCLUDEDM?EKBEFENANCEPAGEM/H4".r . 704U42015BEFONE USE. Design valid for use only with Mnektt, connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Puss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual I 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: all erection and bracing of trusses and truss systems, seeANSVIPIi CualNy CrNeda, DSB41V antl BCSI Building Component 6904 Palle East Blvd. III Nfoonationa Noble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Mesantlrlo. VA 22314, Tampa, FL 33610 Job Truss Truss Type . Oty Ply T78075209 76274 B6 Half Hip 1 1 �TRAVASSOS Job Reference o tional unambers I runs, Inc., FOn Verde, FL B.e2U S AUg ZB ZUIU mu eK mauslnes, Ine. I ue bep i u i u:VU:2J ZUl U of 46 = 3x4 II 3x4' — 5.00 12 6 7 18 8 3x4 = 2x3 11 5x6 = 3x8 = 6x8 = Scale = 1:56.5 LOADING lost) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL '1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS'. TC 0.38 BC 0.42 WE0.72 Matnx-MS DEFL. in (loc) Vdefl L/d Val 'I -0.16 9-10 >999 360 Ven(CT) -0.27 9-10 >999 240 HOrdCT) 0.05 9 n/a n/a Wind(LL) 0.1412-15 >999 240 PLATES GRIP MT20 244/190 Weight: 182 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-6-13 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 1 Row at midpt 8-9. 5-10, 7-10, 7-9 REACTIONS. (lb/size) 9=1071/0-3-8, 2=1187/0-8-0 Max Horz 2=631(LC 12) Max Uplift 9=-781(LC 12), 2=-804(LC 12) Max.Gmv 9=1188(LC 17). 2=1222(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2305/1353, 3-5=-1660/1018, 5-6=-930/613; 6-7=-814/669 BOT CHORD 2-12=-1752/2163, 11-12— 175212163, 10-1 1=-1255/1518,9-10=-410/468 WEBS 3-12=0/295, 3-11=-704/547, 5-11=-195/482, 5-10=-9241765,7-10=-652/872, 7-9=-1086/965 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=29ft; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0 to 21-0-0, Exterior(2) 21-0-0 to 24-11-7, Intedor(1) 24-11-7 to 29-0-10 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psf bottom chord live load 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, with BCDL= IO.Opsf. 6) Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 9=781. 2=804. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September10,2019 ,&WARNING-Verifydesr90peremetereand READ NOTES ON THIS AND INCLUDED MIMEKREF£RANCE PAGE MIF7473rev. 1040cl BEFORE USE. Design valid for use only with MIT" connectors. This design Is based only upon parameters shown, and is tar on Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of IndlMdual truss web and/or hord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII SaudMyCmoac, DSBd9 and BCSI Building Component 6904 Parke East M.Safety Infoenatbmvolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Aloxantlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Oty Ply T78075210 76274 B7 Hip 1 1 �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Inc. Tug Sao 1010:06:24 2019 Sx6 = 5.00 FIT 6 19 4x12 J 20 7 8 3x4 = 2x3 11 axe = 3x4 = 48 = 3x6 11 8-1-3 15.6.10 21 ' 29-2-6 8-1-3 736 7-5-B 1 fi-2-6 Scale=1:60.9 Plate Offsets (XY)-- 16:03-0 0-2-41 17:0-0-11 0-1-101 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) -0.10 13-16 >999 360 MT20 '2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Ven(CT) -0.2313-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matdx-MS Wind(LL) 0.1713-16 >999 240 Weight: 177 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4 SP M30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 2=1187/0-8-0, 9=1071/0-3-8 Max Horz 2=669(LC 12) Max Uplift 2= 792(LC 12), 9=-793(LC 12) Max Grav 2=1215(LC 17), 9=1215(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2253/1284, 3-5=-1518/887, 5-6=-711/462, 6-7=-606/536, 7-8=-611/563, 8-9=1103/1037 BOT CHORD 2-13=-1712/2118,11-13=-1712/2118, 10-1 1=-1 141/1395 WEBS 3-13=0/326, 3-11=-795/628, 5-11=-210/552, 5-101 6-10=-1131322, 8-10=-958/1128 Structural wood sheathing directly applied or 4-6-7 oc pudins, except end verticals. Rigid ceiling directly applied or 5-4-2 oc bracing. 1 Row at midpt 3-11, 5-10, 6-10, 8-10, 8-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;.Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=10ft; B=45ft; L=2911; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 2M-0, Extedor(2) 23-" to 27-2-15, Intedor(1) 27-2-15 to 28-6-0, Exterior(2) 28-6-0 to 29-0-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of20.O1 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=1b) 2=792, 9=793. Walter P. Finn PE No.22939 MiTek USA, Inc. FL Ced6634 6504 Parke East Blvd. Tampa FL 33610, Data: September 10,2019 OWARNING-Verity deslgnperametersand READNOTES ON TNISANU INCLUDED MR£KREFERANCEPAGEMIF7473mi, 10,113,2015BEFOREUSE. Design valid for use only with MF00 connectors, rhls design Is based only upon parameters shown, and Is for on Indlvlduol bulltling component, not ��- a truss system. Before use, the bulltling d.slgner must verify the applicability of design parameters and properly Incorporate this tleslgn Into the overall bulltling tleslgn. Bracing Indicated is to prevent buckling of indlAdual truss web and/or chord members only.. Additional temporary and permanent bracing MOW. Is always required for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding me fobrlcotlon, storage. delivery, erection and bracing of trusses and truss systems, seeAHSUIPII GualBy CMorks, DSI and SCSI Building Component 69N Parke East Blvd. Safety Inform stbrmallobie from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexondrlo. VA 22314. Tampa, FL 33610 Job Truss - Truss Type . City Ply TRAVASSOS T18075211 76274 BB Hip 1 1 Jab Reference (optional) 0.04USAugebzuiumiiexlnauslnes,Inc. tuebeplu TU:Ub:2bzuTa regal 4x5 = 3x6 = Scale = 1:62.6 7 8 d, 3z4 3.4 = 4.6 = 3z4 = 4z8 = 3x6 II = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017,TPI2014 . LUMBER - TOP CHORD 2x4SP M 30 BOT CHORD 2x4SP M 30 WEBS 2x4 SP No.3.. CS]. DEFL. in (too) /deft L/d TC. '0.38 Ved(LL) -0.21 12-14 >999 360 BC 0,55 Ved(CT) -0.43 12-14 >813 240 WB 0.93 Horz(CT) 0.05 10 n/a n/a Matdx-MS Wind(LL) 0.1412-14 >999 240 BRACING - PLATES GRIP MT20 244/190 Weight: 189 to FT=20% TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 6-11, 7-11, 9-10, 9-11 REACTIONS. (Ib/size) 2=1187/0-8-0, 10=1071/0-3-8 Max Horz 2=669(LC 12) Max Uplift 2=-792(LC 12), 10=-793(LC 12) .Max Grav 2=1236(LC 17), 10=1208(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3= 2385/1335,3-5=-2193/1249, 5-6=-1175/696, 6-7=-467/363, 7-8=-388/427, B-9=-434/404, 9-10=-1130/1026 BOT CHORD 2-14=-1759/2283, 12-14=-1291/1652, 11-12=837/1102 WEBS 3-14=-360/420, 5-14=-357/687, 5-12=-734/605, 6-12=-34CV785, 6-11=-1126/820, 9-11= 851/1055 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; B=45ft; L--29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 25-0-0,. Extedor(2) 25-0-0 to 29-0-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 2=792, 10=793. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 69U Parke East Blvd. Tampa FL 33610. Date: September 10,2019 Q WARNING- VeNrydeslgn parameters add READ NOTES ON TNISAND/NCLUDED MREKREFERANCEPAGEss.74" mv. 1Bra3QO15BEFORE USE. Design valid for use only with M6ek6) connectors. This design Is bosed only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verify. the applicability of design parameters and properly Incorporate this tleslgn Into he overall bulltlingtleslgn. among Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see,kNSVIPII Cuallh CMoM, DSBd9 and BCSI Bu9dhp Component Safety Inforstatiorlavdiciale from Truss Plate Institute; 218 N. Lee Street. Suite 312, Nexantlrlo, VA 22 14. MOW 6904 Parke East Blvd. Tamp., FIL 33610 Job Truss Truss Type ' City Ply TRAVASSOS T18075212 76274 B9 Common 1 1 Job Reference (optional) Chambers Thus, Inc., Fart Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:27 2019 Sal= Scale =1:66.7 3.4 II r 7 18 19 3x6 = 3x4 = 3x6'= 4x8 = 6xS = 10.fi-0 19-5-11' '29-2.6 10.6-0 8-11-11. 9-6-11 Plate Offsets (XY)— [2.0-0-2 0-0-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (foe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.37 9-10 >953 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.59 9-10 >595 240 BCLL 0.0 ' Rep Stress Incr YES We 0.67 Horz(CT) 0.05 9 rVa rl/a BCDL 10.0 Code FBC2017/TPI2014 MaMx-MS Wind(LL) 0.1412-15 >999 240 Weight: 1811b FT=20% LUMBER- BRACING - TOP CHORD 2x4'SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 7-10:2x4 SP M 30 WEBS REACTIONS. (He/size) 2=1187/0-8-0, 9=1071/0-3-8 Max Harz 2=669(LC 12) Max Uplift 2=-792(LC 12), 9= 793(LC 12) - Max Grav 2=1224(LC 17), 9=1226(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ite) or less except when shown. TOP CHORD 2-3= 2294/1322, 3-5=-1977/1103, 5-6=-1110/646, 6-7=-1154/849 BOT CHORD 2-12— 1726/2218, 10-12=-1218/1611, 9-10=-268/327 WEBS 3-12=-442/484, 5-12=278/568, 5-10=-765/626, 6-10=-385/476,7-10=-965/1427, 7-9=-1072/912 Structural wood sheathing directly applied or 4-7-8'oc purlins, except end verticals. Rigid ceiling directly applied or 5-6-4 oc bracing. 1 Row at midpt 5-10. 6-10. 7-10, B-9, 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2911t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0to 1-0-0, Interior(1) 1-0-0 to 25-9-0, Exterior(2) 25-9-0 to 28-9-0, Interior(1) 28-9-0 to 29-0-10 zone;C-C for members and forces 8 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 1001b uplift at joints) except (jt=lb) 2=792, 9=793. Walter P. Finn PE NoIH39 61iTek USA Inc. FL Carl6634 6904 Parke East Blvd. Tampa FL 33810 Data: September 10,2019 O wARNwG. verity design Demanded, and READNOTESON THIS AND INCLUDED mRKREFERANCE PAGE MII-74T1rev. 10,05 15 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown. and Is for an Indlvldual bulltling component, not ��- a truss system. Before use. the. building designer must verity the applicability of design parameters and properly Incorporate this design Into me overall building design. Brccing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permcnent bracing M[Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricoflon, storage, delivery, erection and bracing of busses and truss systems, seeAN$UIPII Cuallh CMnla, DS849 and SCSI BuildhB Componenl 6904 Parke East Blvd. Safely Informationavoilable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply TRAVASS08 T78075213 76274 C Common 4 1 Job Reference (optional) rUFL rJUIUU, rL 0.04USAUgzo4uly Mrrenlnausmes,ma d ueoep1U1U:Ub:Za LU1e Scale = 1:72.3 Sze = ii I12 7 3.6 3x4 = 4x6 = 4x9,= 4x6 = 3x4 = 6X8 = i LOADING (psf) TCLL 20.0 TCDL 7,0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.49 BC 0.69 We 0.92 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (Joe) I/deft turd -0.30 11-13 >999 360 -0.51 11-13 >925 240 0.10 10 n/a n/a 0.2613-15 >999 240 PLATES GRIP MT20 '244/190 Weight:234 Us FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-6 Do purlins, BOT CHORD 2x4 SP M 30 'except end verticals. ,WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. 7-13: 2x4 SP M 30 WEBS 1 Row at midpt 5-13, 6-13, 7-13, 7-11, 8-10 REACTIONS. (lb/size) 2=1567/0-8-0, 10=145310-8-0 'Max Horz 2=399(LC 12) Max Uplift 2=-1115(LC 12), 10=970(LC 12) ' Max Grav 2=1675(LC 17), 10=1557(LC 19) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3406/2252, 3-5=-3086/2036, 5-6=-2188/1589, 6-7=-2239/1799, 7-8=-1470/1256, 9-10=-187/285 BOT CHORD 2-15=-2303/3345,13-15=-1804/2718,11-13= 848/1397,10-11=-809/1135 WEBS 3-15=-457/478, 5-15=-269/587, 5-13=-804/619, 6-13=-405/493, 7-13=-989/1441, 8-11=-56/606, 8-1 0=-1 706/1216 NOTES - I) Unbalanced roof dive loads have been considered for this design. 2) Wind: ASIDE?-10; VuIt=170mph.(3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=1 Bit; B=45ft; L=40N; eave=5tt; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-11-6, Interior(1) 1-11-6 to 25-9-0, Exterior(2) 25-9-0 to 29-8-6, Interior(1) 29-8-6 to.39-4-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 11 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at joint(s) except (jt=1b) 2=1115, 10=970. Walter P. Finn PE No.22839 MRek USA, Inc. FL Cart 6634 9904 Padre East Blvd. Tampa FL 33610. Date: September 10,2019 AWARNING -Ved/ydes/gayara.0s.surd READNOTESONTHISANDINCLUDEDMiREFERANCEPAGEMIP7473rev.IaMYlgfSBEFOREUSE. Design valid for use only with MRek® connectors, This design Is based only upon parameters shown, and Is for on Individual building component, not a huss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate mis design Into the overall bullding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporaryandpermanent bracing Is always required for stability and to prevent, collapse with possible personal Injury and property damage. For general guldonce regarding the fabrlcatlort storage; delivery, erection and bracing of trusses and truss systems, seeAhIll I CualMy cellars. OSS-89 antl BCSI BYBdi Component Safety Inter nalbnavollable from Truss Plate Institute. 218 N. Lee Sheet Suite 312, Alexcntlrlo, VA 22314. MOW 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type I IaY Ply TRAVASSOS T78075214 76274 C1 Hip 1 1 Job Reference (optional) unambem I was, Inc., 1-on Pierce, rL B.32U Inc. I Ue Sep lU 1 U:06:29 2019 a' Sa6 = Sx6 = 5.00(12 7 8 Scale=1:71.1 5x6 WS= 316 = 3x5 = 3x6 II 3x5 = 8-9- 1011 8-10.125 25.0.0 pptfiEO 3.210.4 8 fi3 -0-0 -6-O 4-4 I -0 fi76 Plate Offsets (X,Y)-- f2:0-0-10,Edgel,14:0-3-0,Edgel.17:0-3-0,0-2-41.f8:0-3-0,0-2-41 LOADING (psf) SPACING- 2-" CSf. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.91 Vert(LL) -0.28 16-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.56. 16-18 >846 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3315-16 >999 240 Weight: 254 go FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1567/0-8-0, 11=1453/0-8-0 Max Horz 2=399(LC 12) Max Uplift 2— 1115(LC 12), 11=-970(LC 12) Max Grow 2=1657(LC 17), 11=1453(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3419/2319, 3-5=2223i2235, 5-6= 2195/1703, 6-7=-1427/1331, 7-8— 1278/1326, 8-9— 1455/1360,9-10=-1191/1009, 10-11=-1387/1233 BOT CHORD 2-18=-2387/3334, 16-18=-1930/2692, 15-16=-1489/2127, 13-15=-932/1366, 12-13=-816/1054 WEBS 3-18=-377/416, 5-18=240/687, 5-16=-754/595, 6-16=-382/864, 6-15=-1240/907, 7-15=399/474, 8-13=240/301, 9-13=-175/485, 9-12=707!/23, 10-12=-1014/1319 Structural wood sheathing directly applied or3-10-0 oc pudins, except end verticals. Rigid ceiling directly applied or4-8-9 oc bracing. 1 Row at midpt 6-15, 10-12 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-11-6, Intedor(1) 1-11-6 to 25-0-0, Exterior(2) 25-0-0 to 32-1-1. Intedor(1) 32-1-1 to 39-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x4 MT20 unless otherwise indicated.. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL a I O.Opsf. 7) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1115, 11=970. Walter P. Finn PE No.22839 Mirek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 QWARNING-Vang deslgsparsmerersand READNOTES ON WISAND INCLUDED MR KREFERANCEPAGEM674TJre, 1DA ISBEFORE USE. Design valid for use only Win MffoW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building dealgner must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndNidual trues web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for shosolM/ and to prevent collapse wQh passible personal INury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and truss systems seeAN6f/IPII CualB�tyy CM*rA. DSB49 and BCBI Building Component Safety Informalbrpvoilable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Nexandrla, VA 22314, 6904 Parke East BML Tampa. FL 33610 Job Truss Truss Type Oty Ply T18075215 76274 D Hip 1 1 �TRAVASSOS Job Reference (optional) 'nam0ers I russ, Inc., MR rlerce, FL, e.320 s AUg zd 2019 MI lex inausines, ine. l Ue Sep 1010:06:30 2019 TO]Paw,M • IrI rll IFI IReRVmm,.rt„OVO-CYieM M1,aYIV..:acne\IV,.nnhr-,..,.......dn Scale =1:73.1 3.4 h 5x8 = 3x8 = 5x6 W B = Axe = 5x6 4x5 5.00112 _ l0 17 to m 14 14 1z 1t 3x5 = 3x8 SIB MTISHS =3x4 11 3x10 = 4x6 = 3.4 11 4xB = axe 11 9.0-0 1&B-2 24-2-8 31.8-14 39.5-0 41-5-0 9A0 J-RO 7.R.R i 7.R-R za.9 Plate Offsets (X,Y)- [2:0-0-6,Edge] [4:0-3-00-2-41 [6:0-3-0 Edge] [9:0-3-00-2-41 - - LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(L-) -0.38 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.73 15-16 >674 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES We 0.96 Horz(CT) 0.18 11 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.60 15-16 >826 240 Weight:218 lb FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 2=1638/0-8-0, 11=1524/0-8-0 Max Hom 2=267(LC 12) Max Uplift 2= 1175(LC 12), l l=-1003(LC 12) FORCES. (lb) - Max. Comp✓Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-0_ 3365/2873, 3-4=-3132/2645, 4-5=-2895/2528, 5-7=-4092/3415, 7-8=-4092/3415, 8-9=-8111748,9-10=-8691745, 10-11=-1541/1305 BOT CHORD 2-18=-2789/3071, 16-18=-3371/4073, 15-16=-3371/4073, 13-15= 2512/3039, 12-13=-2512✓3039 WEBS 3-18=-311/429,4-18=-657/911, 5-18=-1406/1097, 5-16=0/287, 7-15=-388/448, 8-15=-941/1183,8-13=0/306, 8-12=-2498/2057,10-12= 1220/1456. Structural wood sheathing directlyapplied or3-3-10 oc pudins, except end verticals. Rigid ceiling directly applied or 3-11-15,Do bracing. 1 Row at midpt 5-18, 8-15, 8-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -2-M to 2-1-11, Interior(1) 2-1-11 to 9-M, Exterior(2) 9-" to 14-10-5. Intedar(1) 14-10-5 to 39-5-0. Exterior(2) 39-5-0 to 41-3.4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT26 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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 100lb uplift at joint(s) except (]t=lb) 2=1175,11=1003. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Data; September 10,2019 Q WARNING -Vedly deslan paremelers and BEAD NOTES ON THISAND INCLUDED MREKNEFEBANCEPAGE M274mrin, 10=015BEFONEUSE Design valid for use only with MnekG connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, the bulltling designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing indicated is to prevent buckling of lndlvltlual hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stabIlty, and to prevent collapse with posabie personal Injury and property damage. For general guldanoe regarding the fabrication, storage. Calvary, erection and bracing of trusses and truss systems, seeAN3UIP11 QuodBpyy Cdteda, DSB419 and BCSI Buadlng Component Inlomlalbmvoaoble ham truss Flote InslifWe. 218 N. Lee street, Al eet, Sutie 312, exantlrlo. VA22314. MiTek- 6904 Parke East Blvd.Batty Tampa. FL 33610 Job Truss Truss Type Oty Ply TRAVASSOS T78075216 76274 D1 Hip 1 1 Job Reference (optional) l.namoers l russ, Inc., ran rlerce, rL b.dzu S Aug zozulu Mllex lnousines, Inc. I ue,sep l u l u:ub:JT 2U19 rage • ID:93PAwu0UJJUFU6s8XmuWAyf7Y?-ijHEdNOWo778MiOvBMXPul7bOgZJLCKmpa6bOSyl3c6 22-0PO 69.I -8-2 I 24-2.8 3M 14 3-110 6-&29 5-2-2 I 7 447-05--00 3x8 = 5z6 = 3.4 = 4x6 = 3x4 = 5.6 = Scale=1:73.1 I 10 17 to lb 14 13 12 11 3x5 = 3x4 II 3xa = 4x6 = 3z4 = 30 II 46 = 30 = 48 = axis II LOADING (fast) SPACING- 2-0-0 TCLL 20.0 Plate Gdp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CS'. TC 0.54 BC 0.52 WE 0.62 Matdx-MS OEFL. Ved(LL) Vert(CT) Horz(CT) Wincl in (too) /deft L/d -0.27 15-16 >999 360 -0.52 15-16 >957 240 0.16 11 ri n/a 0.4315-16 >999 240 PLATES GRIP MT20 244/190 Weight: 228 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-9-10 oc pudins, BOT CHORD 2x4 SP M 30 except end vedicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or4-4-13 oc bracing. WEBS 1 Row at midpt 5-18, 7-13, 8-12 REACTIONS. (lb/size) 2=1638/0-8-0, 11=1524/0-8-0 Max Horz 2=267(LC 12) Max Uplift 2=-1175(LC 12), 11=-1003(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3421/2871, 3-4= 2950/2532, 4-5=-2696/2441, 5-7=-3378/2957, 7-8=-2642/2358, 8-9= 1215/1174,9-10=-1344/118B, 10-11=-1495/1355 BOT CHORD 2-19=-2777/3110, 18-19=-2777/3110, 16-18=-2809/3378,15-16=-2758/3340, 13-15=-2758/3340,12-13=-2209/2642 WEBS 3-18=-558/553, 4-18=-574/818, 5-18=-942/701, 7-15=0/259;7-13=-866/680, 8-13=-351/632,8-12=-1765/1450,9-12=-62/300,10-12=.1260/1496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0.0 to 2-1-11, Interior(l) 2-1-11 to 11-0-0, Extedor(2) 11-0-0 to 16-10-5. Intedor(1) 16-10-5 to 37-5-0. Extedor(2) 37-5-0 to 41-3-4 zone;C-C for members and tomes & MW FRS 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 10.0lost bottom chard 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 Ib uplift at joint(s) except (jt=lb) 2=1175. 11=1003. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 10,2019 Q WARNING -Verirydeaf9nparemelers and READ NOTES ON THISANO/NCLUDED M/rEKHEFENANCEPAGEM67473 rev. 10TY1OISSEFORE USE. Design valid for use only with MeekO connectors. This design Is based only upon parameters shown, and Is for an Individual build Ing component, not a truss system. Before use, The. building designer must verity. the applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated is to prevent bucMing of individual Muss web and/or chord members only., Additional temporary and permanent bracing Is always required for stablify and to prevent collapse won possible personal Injury and property damage. For general guidance regarding Me fabrication storage. delivery, erection and bracing of trusses and Muss systems, seeANSUrpil Qualtlayy Crl DSt49 and SCSI Building Component Sabty, en Infoa8unavoiloble Mss Pl from True Institute, 218 N. Lee Street, Suite 312, Alexontlrlo. VA 22314. MiT®k- 69N Parke East BNd. Tampa, FL 33610 Job Truss Truss Type ' Cry Ply TRAVASSOS T78075217 76274 D2 Hip 1' 1 Job Reference (optional) cnamcers I nus, Inc., ran rlerce, m a.4zu s Aug ea 4u I V mil l eK lnousmes, Inc. I ue cep I Iu:ua:az zu ro 5.00 12 5xB = 3x4 II 4x6 = 3x4 = 5x8 = Scale=1:74.4 IU II IJ ,C II 3x5 = 3x4 It 3.6 = sue = 3x5 = 4x4 = 3x6 11 3x4 = 4x6 = LOADING (pso 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 [nor YES Code FBC2017/rP12014 CSI. TO 0.80 BC 0.52 WB 0.73 Matrix -MS DEFL. in (too) Well Ud Ve t LL) -0.22 15 >999 360 Ved(CT) -0.4315-17 >999 240 HOR(CT) 0.12 11 rda File Wind(L-) 0.35 15 >999 240 PLATES GRIP MT20 244/190 Weight: 2261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 1 Row at midpt 9-13, 10-12 REACTIONS. (lb/size) 2=1638/0-8-0, 11=1524/0-8-0 Max Horz 2=267(LC 12) Max Uplift 2=-1175(LC 12), 11=-1003(LC 12) Max Graff 2=1661(LC 17), 11=1524(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-3424/2814, 4-5=-2797/2405, 5-6— 2937/2636, 6-8=-2937/2636, 8-9=-2584/2353, 9-10=-1637/1430, 10-11=-1472/1358 BOT CHORD 2-18=-2710/3218, 17-18=-2710/3218, 15-17= 2122/2599, 13-15= 2147/2584, 12-13=-1189/1442 WEBS 4-18=0/257, 4-17=-695/654, 5-17=-236/490, 5-15=-463/667, 6-15=-428/535, 8-15=-360/465,8-13=-7051739,9-13=-1184/1461,9-12=-573/631, 10-12=-1301/1593 NOTES- 1) Unbalanced roof -live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=181t; B=45f ; L=41 ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 2-1-11, Interior(1) 2-1-11 to 13-0-0, Exterior(2) 13-0-0 to 18-10-5, Intedor(1) 18-10-5 to 35-5-0, Exterior(2) 35-5-0 to 41-3-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pal 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) 2=1175, 11=1003. Walter P. Rnn PE No.12839 MTek USA, Inc. FL Cad 6634 6004 Parke East Blvd. Tampa FL 33610 Dale: September10,2019 ,&WARNING-Vc1Ifydc4/aaPa2mcicreaad READNOTEB ON MIS AND INCLUDED MREKREFERANCEPAGEM61473rex. 1D21407015BEFORE USE. Deslgn valid for use only witn MBeId) connectors. This design Is based only upon parameters shown, and Is for on hdivlduol building component, not ��- a hue system.. Before use, the bulding designer must verity the appllcablilty, of tleslgn parameters and properly Incorporate this design Into the overall bulding design, Bracing In 1cced is W prevent buclaing of lndlvlducl huss web and/or chord members only. Addlllonol temporary and permanent bracing WO Is always required for stability and to prevent. collowe with posslble personal Injury and property damage. For general guidance regarding the tobrcatlon storage, delivery, erection and bracing of trusses and truss systems. see Ul lfiPll Quoin Casoo. DSB49 and SCSI Building Component 6904 Parke East Blvd. SafeM Brformafbnovolloble from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandra, VA 22314. Tampa. FL 33610 Job Truss Truss Type r ' Oty Ply TRAVASSOS T18075218 76274 D3 HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:34 2019 Page 1 ID:93PAwu0UJJUFU6s8XmuvyAyf7Y?-6lzNGPT042NiD96UtU56W O12E1 c9Y W HCVYKF7nyt3c3 84)-0 1&B-10 2041.6 26-5-0 33.4-12 39-6-0 r 8.0-0 5-B-10 fi-11-12 i 5-8-10 1 6-11-12 5.00 12 &A Sxa = 3x4 = 5x6 WB= 3x4 = 20 Scale=1:68.2 4.6 11 3x10 = 3.6 = 3x4 II Ike = 6x3 = 3x4 11 3.4 3x6 = a 13-8-10 20-e-6 26.5.0 { 33.4-02 3034 12 39.6.0 10 8-11-12 5-B-10 &11-12 0V5 S9-0 _ Plate Offsets (X,Y)- [1:0-3-0,0-1-121. [2:0-4-8,0-2-01. [4:0-3-O,Edgel. [6:0-3-0,0-2-41 r10:0-3-8,0-3-01 [14:0-1-140-1-8] LOADING (psi SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Veri(LL) 0.43 15 >928 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 VerI CT) -0.33 15-16 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.80 Hoa CT) -0.04 10 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 2231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-17:2x4SPM 30 WEBS OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 17=1191/0-8-0, 10=1711/0-8-0 Max Ham 17=182(LC 10) Max Uplift 17=-1212(LC 9), 10=-1612(LC.9)• Max Grav 17=1283(LC 17). 10=1711(LC 1) FORCES. (lb) - Max. CompuMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1456/2463, 2-3=-1309/2390, 3-5=-1672/2953,5-6=-1030/2024, 6-7=-1177/2067, 7-8=-608/378,1-17=-1210/1993 BOT CHORD 15-16= 2538/1761, 13-15=-253B/1761, 11-13=-2538/1761, 10-11=-279/646 WEBS 2-16=-441/282, 3-16=-700/851,3-15=-288/310, 5-13=-540/391, 5-11=-1034/1489, 6-11=-044/283,7-11=-2382/1397,7-10=-1499/2408,1-16=-2113/1262, 8-10=-353/825 Structural wood sheathing directly applied or 5-2-10 oc puffins, except end verticals. Rigid ceiling directly applied or4-0-14 oc bracing. 1 Row at 111 3-16, 5-11, 7-11. 1-16 NOTES- 1) Unbalanced root live loads have been considered for this. design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph: TCDL=4.2psf; BCDL=3.Opsf; Irl Sit; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-1-2. Interior(1) 4-1-2 to 8-0-0. Extedor(2) 8-0-0 to 13-8-10, Interior(1) 13-8-10 to 26-5-0, Exterior(2) 26-5-0 to 32-0-1, Interior(1) 32-0-1 to 39-4-4 zone; cantilever right exposed; porch 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 pending. 4) This truss has been designed for a 10.0 lost 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, with BCDL= 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (1t=lb) 17=1212,10=1612. Welter P. Finn PE No.22669 MiTek USA, Inc. FL Cod 6634 6994 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 O WARNING- Verftydesfgnpemmelersand READ NOTES ON MIS AND INCLUDED M?KREFERANCEPAGEUX74M new 10032015BEFOREUSE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hues system. Before use, the building designer must verify. the applicability of tleslgn parameters and properly Incorporate mis design Into the overall building design. Bracing Indicated a to prevent buckling of lndNldual truss web and/or chord members only., Addltlonal temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance renal the fabrication storage. delivery, erection and bracing of frusses and truss systems, seeAN6VIPII Gaalfly Criteria, DSB49 and IICSI Budding Companmt 69N Parke East Blvd. Safety Informations dJoble from Truss Plate Institute, 218 N. Lee Sheep Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Thus Tress Type Oty Ply TRAVAS505 T78075219 76274 D4 HIP 1 1 Jab Reference (optional Gnambers I runs, Inc., ran VIBIGS, FL a.JLU a AUa a6 2U1B MI I eK mall6tnes. mc. I Ue Eep 1U 1 U:Ub:Jb ZU1B 3x4 5x6 = 3x8 = 5x6 = 5.00 I12 ., _ Seale = 1:68.5 _ 3 6x8 = 3xB = U6 3x4 II 3x8 = US 3x4 II 3x6 = 10.0.0 17-2-8 24-5-1 33-4-12 33 12 39-6-0 m-o-n zn.a zp.a an t.tp Plate Offsets (X,Y)-- 13:0-3-0,0-2-41.15:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.90 Vert(LL) 0.61 16-17 >652 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 VeR(CT) -0.46.16-17 >865 240 BCLL 0.0 ' Rep Stress Incr YES We 0.97 Horz(CT) -0.06 11 Na Na BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 238 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. lb/size) 17=1186/0-8-0, 11=1716/0-8-0 Max Horz 17=-217(LC 10) Max Uplift 17=-1197(LC 9), l l=-1573(LC 9) Max Grav 17=1285(LC 17), 11=1716(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1422/2563, 3-4=-1289/2439, 4-5=-1082/2196, 5-6=-1204/2282, 6-8=-432/374, 8-9=-616/397, 1-17=-157/277 BOTCHORD 16-17=-1604/1194, 14-16=2312/1577, 13-14=2312/1577, 11-13=-1107/722 WEBS 2-16=-566/394, 3-16=-613/289, 4-16=-397/495, 4-14=-387/308, 4-13=-628/905, 5-13=-493/237, 6-13=-1025/608, 8-11=-353/466, 2-17=-1401/2324, 9-11=-393/848, 6-11=-1512/2594 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 3-9-9 oc bracing. 1 Row at midpt 4-16, 4-13, 2-17, 6-11 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18tt; B=4511; L=40tt; eave=5tt; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-1-12 to 4-1-2, Interior(1) 4-1-2 to 10-0-0, Exterior(2) 10-0-0 to 15-7-1, Interior(1) 15-7-1 to 24-5-0, Exterior(2) 24-5-0 to 30-0-1, Interior(1) 30-0-1 to 39-4-4 zone; cantilever right exposed ; porch 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 pending. 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£-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=11p) 17=1197, 11=1573. Walter P. Finn PE No.22839 Nil USA, Inc. FL Cod 6634 69M Parke East Blvd. Tampa FL 33610 Date: September 10,2019 ,&WARNING-Veritydeslgn per0mefera end READ NOTES ON THISAND INCLUDED mREKREFERANCEPAGEMO-7473 rev. 10N32015BEFORE USE. Design valid for use only with Mfl connectors. This design Is based only upon parameters shown. and Is for an l ldual building component, not �� o truss system. Before use, me bulltling all must verity the applicability of deslgn parameters and properly Incorporate this design Into the overall building deslgn. Bracing indicated is to prevent buckling of lndlvidual truss web and/or chord members only. Additional temporary and permanent bracing Mfrek• Is always required for steadily and to prevent collapse with possible pawnor iNury and property damage. For general guidance regording the fabrication, storage, delivery, erectlon and bracing of musses and truss systems, seeANSVMlf Cualily Criteria, DSS-69 and BCSI Buldhp Component 5904 Parke East Blvd. Safety Nfarmatbrch olloble from Truss Rate Institute. 218 N. We Sheet Suite 312. Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Oty Ply T18075220 76274 D5 HIP 1 1 �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 282019 MiTek Industries, Inc. Tue Sep 1010:06:36 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAy17Y7-2h47h5UecgdOTTGt y7abprKOrLBORSVyspM3gyf3cl 6-1 I 12 fi-50.04 I 7 -28-0I 912 -5 39610 2-8 U-1 0. 5.00 12 45 5.9 = 3x4 11 5x8 = 421 2223 24 5 Scale = 1:68.4 46 II 3x4 = 3x4 = 3X6 = 3x8 = 3x4 = 3x6 = 3x5 = 6x6 = 3x4 II LOADING (pat) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress [nor YES BCDL 10.0 Code FBC2017/rP12014 CSI. TIC0.99 BC 0.28 WB 0.76 Matrix -MS DEFL. Vert(l) Vert(CT) Horz(CT) in (too) I/dell L/d 0.15 17-18 >999 240 --0.10 15-17 >999 240 -0.04 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 258 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-14 ac bracing. WEBS 1Row at mki 5-15,8-12,1-18 REACTIONS. (lb/size) 19=119110-8-0, 11=171110-8-0 Max Harz 19=-251(LC 10) Max Uplift 19=-1187(LC 9), 11=-1530(LC 9) Max Gmv 19=1205(LC 17), 11=1711(LC 1) FORCES. (I s) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1250/2265, 2-3=-1305/2492, 3-4=-1220/2544, 4-5=-1220/2544; 5-6=-1195/2342, 6-8=-950/1810,8-9=-661/407, 1-19=-1148/2045 BOT CHORD 18-19=-259/273, 17-18=-1889/1286, 15-17=-1876/1286, 14-15=-1731/1096, 12-14=-1428/822,11-12=-312/703 WEBS 2-18=-4.13/543,3-17=390/194, 3-15= 326/264, 4-15=-316/395, 5-15=-626/411, 6-14=-530/398, 6-12=-611/906,8-12=-2364/1338, 1-18=-2185/1198, 9-11=-414/932, 8-11=-1517/2543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f ; B=45N; L=40f ; eave=5N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-1-2, Intedor(1) 4-1-2 to 12-0-0. Extenor(2) 12-0-0 to 17-7-1, Interior(1) 17-7-1 to 22-5-0. Exterior(2) 22-5-0 to 28-0-3, Interior(1) 28-0-3 to 39-4-4 zone; cantilever right exposed; porch fight 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 fist bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 19=1187, 11=1530. Walter P. Finn PE No.12639 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33910 Date: September 10,2019 Q WARNING -Varlydesign par.fertand READ NOTES ON MIS AND INCLUDED MREKREFERANCE PAGE M0.7473rex. I&MVP915BEFOREUSE. Design valid for use only with M9ek0 connectors. This design Is based only upon parameters shown, and Isfor on Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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 hjury and property damage. For general guidance regarding the fabrication, storage. tlelvery, erection and bracing of trusses and muss systems. seeANSU1Plt Qua' CrBerdo, USS49 and SCSI Bulding Component 6904 Parke East Blvd. Safety Iaformalbrbeallable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Marrantlrlo. VA 22314. Tampa, FL 33610 Job TrUSS Truss Type k Ory Ply TRAVASSOS T18075221 76274 D6 COMMON 6 1 Jab Reference [optional_ cnamoers I was, Inc., ran rlerce, rL eaau s Nuq Lo Lu ro nln ex mausmes, Inc. I ue cap Iu Iu:uo:Jr Lu I e raga I b Scale = 1:66.8 5x6 = 5.00 12 5 ,u — .. — — « 11 10 3x4 = 46 = 3.4 = 3x4 = 6x6 = 3x4 II 4x8 = 3x8 = l� 8-1a-1 8-2-4 3-8-4 3.8.4 9.0.0 0.4.0 Plate Offsets (XY)-- [1:0-0-0,0-0-4] 13:0-4-O,Edgel, [7:0-2-10,0-1-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 0.51 16-19 >790 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.2916-19 >999 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 0.80 HOrz(CT) -0.08 11 n(a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 211 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc pudins, except end vedicals. BOT CHORD Rigid ceiling directly applied or2-9-13 oc bracing. WEBS 1 Row at rl 4-16, 5-14, 5-13, 6-11 REACTIONS. (Ib/size) 1=1191/0-8-0, 11=1721/0-8-0 Max Hoa 1=340(LC 11) Max Uplift 1=-1190(LC 9), l l=-1547(LC 9) Max Grav 1=1279(LC 17), 11=1721(LC 1) FORCES. (lb) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2687/4277,2-4=-2554/4257,4-5=-1666/2859, 5-6=-1222/2196, 6-8=-423/400, 8-9=-615/394 BOT CHORD 1-16=-3879/2681, 14-16=-2652/1967, 13-14=-1555/1232, 11-13=-1332/964 WEBS 2-16=-412/535,4-16=-1486/796, 4-14=750/1094, 5-14=-1592/1005, 6-13=-629/468, 8-11— 377/486,9-11=-387/841, 6-11=-1641/2685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=18h; B=45tt; L=40ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-11-6, Interior(1) 3-11-6 to 20-8-8, Extedor(2) 20-8-8 to 24-7-14, Interior(l) 24-7-14 to 39-4-4 zone; cantilever fight exposed; porch 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 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-" 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 Qt=lb) 1=1190, 11=1547. Walter P. Finn PE No22639 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33910 Date: September 10,2019 ,&WARNING-Verlfydeslgnparemelersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Ml47473mv. 1ON3/1015 BEFORE USE. Design valld for use only wth M]l connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a huss system, Before use, the. building designer must verity. the applicability of design parameters and properly Incorporate this design Into the overall building design. Brocing indicated is to prevent buckling of Individual truss web and/or chord members only., Additional temporary and permanent bracing WOW L always required for stablllry, and to prevent collapse with possible personal Injury and property damage. For general guldance regarding me fobrlcatlon, storage, delivery, erection and bracing of trusses and truss systems seeANSIAPI I QualiItIyy Criteria. DSf1.89 and IICSI Wilding Component Safety Infosmatbrxrvoilable from Truss Rate Institute. 218 N. Lee Street Suite 312. Nexondrla, VA 22314. 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type . Cry Ply TRAVASSOS T78075222 76274 D7 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 282019 MITek Industries, Inc. Tue-Sep 10 10:06:38 2019 Page 1 ID:93PAwuOUJJUFU6sBXmuvyAyf7Y?-?4Cu5nW v8HteinOG6K92hEW Oex2UKJo0AIT8Zyf3c7 7-7-0 74-1-12 20.8-8 22-8.O 27-5-8 32-6-0 3'A-0 7-7-0 6 .12 6.612 1.8.8 1 5-0.8 I 5.0-8 7.0-0 Scale=1:70.6 5.00 12 5x6 = 6x8 = 3x4 = 5x6 = 3x5 = 3.4 II 5x6 = 3x4 = 3x4 = 4x8 = 3x4 = 3x5 = 3x6 II 7-7-0 74-1-12 20.8.8 22-5.0 2]-S-B 32.8.0 39-fi-0 7-7-0 6-612 6612 r-8.8 s-68 s-o-e 7-60 ' Plate Offsets (X,Y)— 11:0-0-10,Edge] [3:0-3-0Edge] [8:0-5-12 0-2-81 [16:0-3-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.26 12-14 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.48 12-14 >976 240 BCLL 0.0 Rep Stress [net YES WE 0.80 Horz(CT) 0.09 10 ri r✓a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.44 12-14 >999 240 Weight: 25016 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (lb/size) 1=1456/0-8-0, 10=1456/0-8-0 Max Hom 1=318(LC 12) Max Uplift 1=-934(LC 12), 10112) Max Grav 1=1525(LC 17), 10=1456(LC 1) FORCES. (Ila) -Max. Comp./Max. Ten. -All forces 250111 or less except when shown. TOP CHORD 1-2=-0331/2384, 2-4=-2641/1995, 4-5=-1957/1671, 5-6— 1858/1670, 6-7=-1778/1598, 7-8=-1592/1491,8-9=-1229/1070,9-10=-1388/1273 BOT CHORD 1-17=-2399/3190, 16-17=-2399/3190, 15-16=-1862/2490, 14-15_ 1377/1836, 12-14=-1260/1639,11-12=-842/1084 WEBS 2-17=-26/301, 2-16=-769/673,4-16_ 184/482,4-15=-881/654, 6-14=-588/563, 7-14=-204/409,7-12=-6121588, B-12=-780/1037,8-11_ 649/668, 9-11=-1019/1336, 5-15=-761/1023 Structural wood sheathing directly applied or 3-7-14 oc pudins, except end verticals. Rigid ceiling directly applied or4-4-10 oc bracing. 1 Row at midpt 4-15. 8-12, 9-10, 9-11, 5-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf, h=18tt; B=45ft; L=40ft; eave=50; Cat. II; Exile C; Encl., GCpi=0.18; MWFRS (directional) and C-C ExteirI 0-0-0 to 3-11-6, Intedor(1) 3-11-6 to 20-8-8, Exterior(2) 20-8-6 to 22-5-0, Interior(l) 22-5-0 to 32-6-0, Exterior(2) 32-6-0 to 36-5-6, Interior(1) 36-5-6 to 39-4-4 zone;C-C for members and forces 8 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 1=934, 10=975. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6611 69M Parke East Blvd. Tampa FL 33610 Date: September 10,2019 ,&WARNING-Ved/ydeeranpennetenmdREAD NOTES ON TNISANDWCLUDEDMREKREFERANCEPAGENO-74Mmx. laTYle15BEFORE USE. Design valid for use only with Mnel<0 connectors. fits design Is based only upon parameters shown, and Is for an IntlNldual building component, not a truessystem. Before use, the. building designer must verify. me applicability of design parameters and properly Incorporate this tleslgn Into the overall bustling design. Bracing indicated is to prevent buckling of lndMdual truss web and/or chord members only. Aotl111onal temporary and permanent bracing Is always (squired 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 Inns system% seeANSUlpll Quart 66yy Ciftedo, DSSd9 and eC51 SuldIng Component N/omla8orcwolloble ham truss Plata InsMute. 218 N. Lee Sheet. Sure 312, Alexontlrla. VA 22314. �� MiTek' asset Parke East Blvd.Sahly Tampa, FL 33610 Job Truss Truss Type ' Oty Ply T78075223 76274 08 Hip 1 1 �TRAVASSOS Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 282019 MITek Industries, Inc. Tue Sep 1010:06:39 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyt7Y?-TGmGJ6XXvb??KW?Sfl gHORTyG2H9DoMzeg20g?yi3c_ 7-7-0 144-02 21.0-0 25.90 30-fi-0 34-10.4 39.6.0 7-7-0 6-6.12 6.70-4 4-9-0 4.9.0 4-4-4 4-7-12 1 Scale=1:6B.6 = 5.00 72 5x6 3x4 = Sze = 621 22 6 23 7 3x5 = 3x4 11 Sx6 = 3x8 = 46 = 3x8 = 61 7-7-0 14-1-72 21.0.0 30-6.0 39-6.0 7-7.0 6.6.72 6-00-4 9.6-0 9-0-0 Plate Offsets (X,Y)-- f1:0-0-10,Edge1, f3:0-3-O,Edgel, f5:0-3-0,0-2-41,[7:0-3-0,0-2-4] [14:0-3-00-3-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.56 Vert(LL) -0.2311-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.4011-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.75 Hotz(CT) 0.10 10 rVa Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.25 14 >999 240 Weight: 243111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 1=1456/0-8-0, 10=1456/0-8-0 Max Horz 1=318(LC 12) Max Uplift 1=-934(LC 12). 10=-975(LC 12) Max Grav 1=1559(LC 17), 10=1516(LC 19) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 3412/2441, 2-4= 2741/2102, 4-5=-1983/1678, 5-6=-1796/1662, 6-7=-1237/1220, 7-8=-1375/1269 BOT CHORD 1-15=-2485/3268, 14-15=-2485/3268, 13-14=-1985/2589, 11-13=-1248/1629, 10-11=-722/849 WEBS 2-15=-10/293, 2-14=-745/638,4-14=-232/505,4-13=-968/802, 5-13=-266/454, 6-13=-278/493, 6-11=-742/674, 7-11=-212/356, 8-11=-385/787, 8-10= 1537/1336 Structural wood sheathing directly applied or 3-7-2 oc pudins, except end verticals. Rigid ceiling directly applied or 4-4-2 ac bracing. 1 Row at midpt 4-13, 6.11, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=40ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MI (directional) and C-C Exterior(2) 0-0-0 to 3-11-6. Intedor(1) 3-11-6 to 21-0-0, Exterior(2) 21-0.0 to 26-7-1, Intedor(1) 26-7-1 to 30-6-0, EMedor(2) 30-6-0 to 36-1-1, Intedor(1) 36-1-1 to 39-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except ft=lb) 1=934, 10=975. Walter P. Finn PE No.22839 fill USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 ,&WARNING-VsrirydesI9.P.ilremeedREAD NOTES ON THISAND/NCLUDEDMREKREFERANCEPAG£MIL74MJre. 112401420156£FORE USE. Design valid for use only with MRei connectors. This design is based only upon parameters shown, and is for on Individual bulltling component, not �! ■` a truss system. Before use, the bullding designer must verify the appllcablllN of design parameters and properly Incorporate }his design Into the overall bullding de510n. Bracinglndlcated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stablltly and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabricofloh storage. delivery. erection and bracing of trusses and truss systems, seeANS1/iPI1 Cualtltlyy Cmrrdo, DSI and III Building Component 6904 Pence East Blvd. Safety Informatbtmoaable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexantlrb. VA 22314. Tampa, FL 33610 Job Truss Truss Type r Oty Ply TRAVASSOS T78075224 76274 D9 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Inc. Tue Sao 10 10:06:40 2019 5xe = 5.00 12 _ Sx6 = Scale = 1:71.7 3x4 II 4x6 = 3x4 = 3x6 = 3x3 = 3x5 = 3.6 II 3x5 = 3x4 = 8-1-3 15-6-10 23.0.0 28-6.0 33-10-4 39-&0 8 7-5-6 5-fi-0 5-4-4 5-7-12 Plate Offsets (X Y)-- f 1:0-0-10 Edgel 15:0-5-4 0-2-41 16:0-3-0 0-2-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.18 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Ved(CT) -0.3513-14 >999 240 BCLL 0.0' Rep Stress lncr 'YES WB 0.93 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.28 16-19 >999 240 Weight: 247 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 1=145610-8-0, 9=1456/0-8-0 Max Horz 1=318(LC 12) Max Uplift 1=934(LC 12), 9=-975(LC 12) Max Grav 1=1544(LC 17). 9=1456(LC 1) FORCES. (Ito) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-2=-3331/2388, 2-4=-2574/198D, 4-5=-1735/1538, 5-6=-1229/1299, 6-7=1387/1346, 7-8=-1096/968, 8-9=-1407/1286 BOT CHORD 1-16=-2428/3227, 14-16=-2428/3227, 13-14=-1849/2460, 11-13=-1207/1645, 10-11=-798/974 WEBS 2-16=-6/323,2-14=-8431715, 4-14=-238/575,4-13=-1092/857, 5-13= 520/934, 5-11=-715/509,6-11=-2021337, 7-11=270/537, 7-10= 761/772,8-10= 1075/1314 Structural wood sheathing directly applied or 3-6-14 oc pudins, except and verticals. Rigid ceiling directly applied or4-3-11 oc bracing. 1 Row at midpt 2-14, 4-13, 5-11, 8-10 NOTES- 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=18ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-11-6, Interior(l) 3-11-6 to 23-0-0. Extedor(2) 23-0-0 to 33-10-4, Intedor(l) 33-10-4 to 39-4-4 zone;C-C for members. and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (1t=lb) 1=934,9=975. . Walter P. Finn PE NoMS39 MiTek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33810. Dale: September 10,2019 Job Truss Truss Type ' Cry Ply TRAVASSOS T78075225 76274 G Hip 2 1 Jab Reference (optional)_ _ Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:41 2019 Page 1 ID:93PAwuOUJJUFU6sBXmuvyAyt7V7-PfuokoVnRCFjZE9gnSjllsVLRsTHhIBE6BX7Myf3by -2-0-0 I 0 1--200 243.4 0-0-0 205-B-12 22-00 5B2 3 500 IN Scale=1:55.4 45 = 3xB = 45 = 0 )6 3x5 = 3x8 = are = 3.8 = 3x5 = 2x3 II Plate Offsets (X,Y)-- 12:0-0-6,Edgel 18:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(LL) -0.14 13-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ven(CT) -0.31 13-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017rfP12014 Matdx-MS Wind(LL) 0.20 11 >999 240 Weight: 1451b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-2 old puffins. BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. REACTIONS. (lb/size) 2=1218/0-8-0, 8=1218/0-8-0 Max Holz 2=173(LC 11) Max Uplift 2=-903(LC 12), 8=-903(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2303/1961, 3-4=-2046/1740, 4-5=-1871/1676, 5-6=-1871/1676, 6-7=-2046/1740, 7-8= 2303/1961 BOT CHORD 2-13=-1631/2092, 11-13=-1631/2220, 10-11=-1631/2220, 8-10=-1672/2092 WEBS 3-13— 323/417, 4-13= 378/557, 5-13— 515/446, 5-10=-515/446, 6-10=-377/557, 7-10=-324/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psh BCDL=3.Opst h=18i1; B=45D; L=30ff; eave=4N; Cat. II; E>te C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15. Interior(1) 13-2-15 to 21-0-0, Extedor(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 32-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi 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 tress to bearing plate Capable of withstanding 100 Ib uplift at joints) except (jt=lb) 2=903, 11=903. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 QWABNING-Verity design paremaroreend BEAD NOTES ON THISAND/NCLUDED 11111EKBEFEBANCEPAGEMI474nesv. 1DTaQe15BEFOBE USE. Design valid for use only with Mile& connectors. This design Is based only upon parameters shown and Is for an Individual bulltling component not a truss system. Before use, the bulltling designer must vefy the Opplicabillfy of tleslgn parameters and property Incorporate Mls design Into the overall building tleslgn. Bracing lndIcafed is to prevent buckling of lntllvitluaI truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek- Is always required for sfablllN and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricanon,storage. deilvery, erection and coding of trusses and truss systems, seeANSVrpil Quality CmaM, DSB-89 and BCSI Building Component 69M Parke East Blvd. Safely Inletmalbmvoaoble from Truss Rate Institute. 218 N. Lee Street Sulte 312 Academic, ic, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Oty Ply T78075226 76274 G1 Hip 2 1 �TRAVASSOS Job Reference (optional) unamoers I was, Inc., ran rlerce, rL Aug 26 21.11B MI IUlUA4R:YY{rll'1 d. 0 4x8 = 4z8 = 4 22 2324 25 5 3z4 = 2.3 11 3z4 = 3z6 = 3x8 = 2Y3 I 3z4 = 5.9-14 I 11-0-0 I 19-0.0 24.2.2 F-a-td S9-0 R.n.n 59.9 SV.1d Scale = 155.4 ]e 0 Plate Offsets (X,Y)-- f2:0-1-2,Edgel, f4:0-5-4,0-2-41, f5:0-4-0,0-1-131, f7:0-1-2,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ved(LL) -0.11 10-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.26 10-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.08 7 rda n/a BCDL 10.0 Code FBC2017/rP12014. Maftil Wind(LL) 0.16 10 >999 240 Weight: 14711b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-10 REACTIONS. (lb/size) 2=1218/0-8-0, 7=1218/0-8-0 -Max Horz 2=205(LC 11) Max Uplift 2=-903(LC 12), 7=-903(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2352/1911, 3.4=-18B1/1608, 4-5=-1700/1580, 55=-1881/1608, 6-7=-2352/1911 BOT CHORD 2-13- 1588/2124, 12-13=1588/2124, 10-12=-1149/1699, 9-10=-1629/2124, 7-9=-1629/2124 WEBS 3-12_ 527/490, 4-12=166/429, 5-10= 147/429, 6-10= 527/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst h=10ft; B=45ft; L=30ft; eave=oft Cat. 11; Exp C; Encl.,-GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 11-0-0, Extedor(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 19-0-0, Exterior(2) 19-0-0 to 23-2-15, Intedor(1) 23-2-15 to 32-0-0 zoral for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This tress 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 1001In uplift at joint(s) except 61=11n) 2=903, 7=903. Walter P. Finn PE No.22639 MTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 O WARNING -Verl/ydesign parsmetersand READ NOTES ON TNISAND INCLUDEDMREKREFERANCEPAGEM0.7473 rev. raTSeVISBEFORE USE. Design valid for use only with MRekaa connectors. This design Is based only upon parameters shown, and Is for an Indivdual building component, not a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing Indicated is to prevent buckling of lndvldual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobdcatlon, storage. calvary. erection and brodng of trusses and truss systems WeANSUIPII QuaBh CdMdo; DSBA9 and BL51 Building Component 6904 Parke East Br Safety Informallarrovolloble from Truss plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type r Ory Ply T78075227 76274 GR7 Monopitch Girder 1 1 �TRAVASSOS Joh Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 1010:06:43 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y7-L77n9Ua1 zpW RoYIDuilDOHdjgfdv9eXXZ50Eomyl3bw 3.4 II 3 4x4 = HU526 6.8 = Scale=1:19.4 LOADING (ps' TCLL 20.0 TCDL 7.0 BCLL 0.a ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CS'. TC 0.20 BC 0.72 WB 0.54 Matrix -MP DEFL. in Ven(LL) 0.04 Vert(CT) -0.05. Horz(CT) 0.01 (too), YostL/d 5 >999 240 5 >999 240 4 rVa n/a PLATES GRIP MT20 244/190 Weight:38 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, BOT CHORD 2x6.SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. REACTIONS. (IWsize) 1=933/0-8-0,4=1301/Mechanical Max Horz 1=180(LC 21) Max Uplift 1=-597(LC 8), 4=-928(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1976/1278 BOT CHORD 1-5=-1303/1813, 4-5=-1303/1813 WEBS 2-5=922M413,24=-2001/1438 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); 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 anyother live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=597, 4=928. 6) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 3-8-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 7) Use USP HUS26 (With 14-16d nails into Girder & 4-16d nails into Truss) or equivalent at 5-8-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. B) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-1Od (0.148°x3') or 3-12d (0.148")0.25') toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Van: 5=-1015(F) 8=-163(F) 9=-550(F) Walter P. Finn PE N012039 MiTek USA, Inc. FIL Celt 6634 0904 Parke East Blvd. Tampa FL 33610 Data; September 10,2019 Job Truss Truss Type IOily Ply TRAVASSOS T78075228 76274 GRA Half Hip Girder 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:45 2019 Page 1 • ID:93PAwuOUJJUFU6s8XmuvyAy17Y7-IQ7XZAblURm82rSc01nhTijwrTG6dnpgllVLtfyf3bu -2-0-0 5-0-0 11-10.15 18.8-3 25-7-2 2-0-0 5.0.0 6-10.15 6.9.3 6-10-15 4x6 = 3z4= 5x6 WS= 3x4 = Scale =1:46.4 4xS = a end ., __ _. __ __' 3x6 = ,axis MT18HS 4x10 = 46 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell List PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.80 Vart (LL) -0.29 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:87 Vert(CT) -0.56 9-10 >541 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(CT) 0.10 8 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.49 9-10. >626 240 Weight:. 122 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4.SP M 30 TOP CHORD Structural wood sheathing directlyapplied or3-0-3 oc purlins, BOT CHORD 2x4'SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* GOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. 4-11,6-10,7-9:.2x4 SP M 30 WEBS 1 Row at midpt 7-9 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=1546/0-3-8, 2=1527/0-M Max Hom 2=212(LC 25) Max Uplift 8=1081(LC 5), 2=-1142(LC 8) ' Max Grav 8=1546(LC 1), 2=1555(LC 29) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3338/2111,3.4=-3118/2024,4-6=-4652/3191,6-7=-3687/2549, 7-8=-1407/1077 BOT CHORD 2-11=-1997/3056, 10-11=-3201/4655, 9-10=-2549/3687 WEBS 3-11=-407/916,4-11=-1784/1233, 6-10=-712/1055, 6-9=-873/804, 7-9= 2584/3743 NOTES- 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=26h; eave=4ft; Cat. II; Exp C;Encl., GCpi=0.18; MW FRS (directional); 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 10.01 bottom chord live load nonconcurrent with any other live loads, 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 8=1081, 2=1142. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 248 Ib up at 5-0-0, 120 Ito down and 127 Ib up at 7-0-12, 118 lb down and 127 lb up at 9-0-12, 118 Ile down and 127 lb up at 11-0-12. 118 Ito down and 127 Ib up at 13-0-12, 118 Ib down and 127 Ib up at 15-0-12, 125 Ib down and 127 lb up at 17-0-12, 127 Ib down and 127 III up at 19-0-12, 127 lb down and 127 Ito up at 21-0-12, and 127 Ito down and 127 lb up at 23-0-12, and 108 Ib down and 122 lb up at 25-0-12 on top chord, and 3251b down and 871b up at 5-0-0, 51 Ib down and 16 Ib up at 7-0-12, 51 Ito down and 16 lb up at 9-0-12, 51 lb down and 16 lb up at 11-0-12, 51 lb down and 16 lb up at 13-0-12, 51 Ib down and 16 lb up at 15-0-12, 51 Ibdown and 16 Ito up at 17-0-12, 51 lb down and 16 Ib up at 19-0-12, 51 Ib down and 16 lb up at 21-0-12, and 51 lb down and 16 to up at 23-0-12, and 58 lb down and 15111 up at 25-0-12 on bottom chord. The design/selection of such connection device(s) is the Walter P. Finn PE No.22019 responsibility of others. MBek USA, Inc. FL Cod 6634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: September 10,2019 Q WARNING-VeNfydeelBePpmxRalaalld READ NOTES ON THISANO INCLUDED MREKREFERANCEPAGEMIFT4)arev. IMMIS BEFORE USE. Design volid for use only with MOeI� connectors, This design Is based only upon porometea shown. and Is for an IndNldual building component not a truss system. Before use, the building deslgner must verify the oppllcablllty of design parameters and properly Incorporate this all into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Addlflonal temporary and permanent brccing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage: delivery, erection and bracing of husses and truss systems, seeANSVIPlt QualMV CModo,DSB-89 and BC51 Bolding Component Safety International from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandrlo, VA 21 14 ��' MiTek' 6904 Parke East Blvd. Tampa, Ft 33610 Job Truss Truss Type F Oty Ply TRAVASSGS T18D75228 76274 GRA Half Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:45 2019 Page 2 ID:93PAwu0UJJUFU6s8%muvyAyf/V7-107XZAblURm82rSc01nhTijwrTG6dRp911VLtfyf3bu LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl() Vert: 1-3=-54, 3-7=-54, 8-12=-20 Concentrated Loads (III) Vert: 3=-67(B)5=-53(B) 11=-124(B) 15=-53(B)17=-53(B)18=-53(B)19= 53(B)22=-53(B)23=-53(B)24=-53(B)25=-53(B)26=-70(B) 27=-33(B)28= 33(B) 29=-33(B) 30=-33(B) 31=-33(B) 32=33(B) 33=-33(B) 34=-33(B) 35=-33(B) 36=40(B) QWARNING-Verily EesignPmametersend READ NOTES ONTHISAND/NCLUDED MREKREFERANCEPAGEMP7473hi 10D 0158EFOREUSE Design valld for use only with Mlfek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a muss system. Before use, me. building designer must vainly 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, Addltlanol temporary and permanent bracing MiTek' s 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 truces and truss systems. seeANSU1PIi Quality CMnIe,DSB49 and SCSI Building Component Safety Informatbrgvalloble from Truss Plate Institute, 218 N, Lee Sheet. Suite 312. Alexandria VA 22314. 69U Parke East Blvd. Tempe, FL 33610 Job Truss Truss Type City Ply TRAVASSOS T18075229 76274 ORB Half Hip Girder 1 1 Job Reference o tional Chambers Trues, Inc., Fort Pierce, FL B.JZU S AUD Ze ZUle MI I eK InaUSIrieS, InC. Ue Sep lU 1U:Ub:41 ZU1U 5x8 MT18HS = Scale = 1:47.4 3x4 = 46 = 3xB = 3x4 = sea = 2.3 11 5x6 WB= 3x4 = 6x6 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.76 Vert(L) 0.41 10-12 >757 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:88 Vert(CT) -0.48 10-12 >652 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.94 HordCT) 0.14 8 n/a rva BCDL 10.0 Code FBC2017/TP12014. Matrix -MS Weight: 129 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 3-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. WEBS 2x4 SPNo.3 WEBS IRow at midpt 4-9 OTHERS 2x4 SP No.3 2 Rows at 1/3 pis 6-8 REACTIONS. (lb/size) 8=2072/0-318, 2=1933/0-8-0 Max. Horz 2=264(LC 8) Max Uplift 8=-1503(LC 5), 2=-1462(LC 8) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4127/2857, 3-4=-4760/3439, 4-6=-3529/2543, 7-8=-302/330 BOT CHORD 2-12= 2707/3748, 10-12=-2714/3774, 9-10=-3439/4760, 8-9=-2543/3529 WEBS 3-12=-152/673, 3-10= 821/1085, 4-10=135/347, 4-9— 1360/996, 6-9=-405/988, 6-8=-3807/2741 NOTES. 1) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=42psi; BCDL=3.Opsf; h=18ft; B=45f ; L=26N; eave=4ft; Cat. II; Exp C;. Encl.,GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water Donating. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chard 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 (1=11o) 8=1503,2=1462. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 364 Ib up at 7-0-0, 146 Ito down and 189 lb up at 9-0-12, 146111 down and 189111 up at 11-0-12, 146 lb down and 189 Ib up at 13-0-12, 146 It, down and 189 lb up at 15-0-12, 148 lb down and 189 lb up at 17-0-12, 155 111 down and 189 Ib up at 19-0-12, 1551b down and 189 Ib up at 21-0-12, and 155 to down and 189 lb up at 23-0-12, and 154 lb down and 189 lb up at 25-0-12 on top chord, and 408 lb down and 207 lb up at 7-0-0, 84 Ib down and 24 lb up at 9-0-12, 84 Ito down and 24 tic up at 11-0-12, 84 lb down and 24 lb up at 13-0-12, 84 lb down and 24 Ib up at 15-0-12, 84 lb down and 24 lb up at 17-0-12, 84 Ito down and 24 to up at 19-0-12, 84 lb down and 24 Ib up at 21-0-12, and 84 lb down and 24111.up at 23-0-12, and 84 lb down and 24 lb up at 25-0-12 on bottom chord. The designtselection 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 notedasfront (F) or back (B). Walter P. Finn PE No.22839 LOAD CASE(S) Standard MTak USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25„ Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 Cant m red Din race 9 O WARNING -Verify dealers pmametersend BEAD NOTES ON TNISAND/NCLUDED MITEKREFERANCEPAGE Ma-7473 rev. iNIXY2015BEFOREUSE. Design valid for use only with MlTak®connectors. fits design is based only upon parameters shown, and is for an Individual building component, not ■` ��• a fuss 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 chard members only. Additional temporary and permanent bracing MOW Is always required for slablify and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and fruss systems. seeANSVWII Oua1HH�V. CMroria. DSB419 and SCSI Buad ng Compamird SafoN faformalbnovallabie from Truss Plate Institute, 218 N. Lee Street Suite 312, AIexantlria, VA 22314. 69M Parke East Blvd. Tampa, FL 33610. Job Truss Truss Type Off, Ply TRAVASSOS T18075229 76274 GRB Half Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320'a Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:47 2019 Page 2 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y7-EoFI_sdYO2OsH9c_7jg9Y7oHwGyN5ML7U3_RxXyl3bs LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-3=-54, 3-7=-54, 8-13=-20 Concentrated Loads (lb) Vert: 3=-157(F) 5— 106(F) 12— 308(F) 17=106(F) 18=-106(F) 19=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24— 106(F) 25=106(F) 26=-61(F) 27=-61(F) 28=-61(F) 29=-61(F) 30=-61(F) 31=-61(F)32=-61(F) 33=-61(F)34=-61(F) Q WARNING-Verlry0esigaparameeedanrl READ NOTES ON THIS AND INCLUDED MTFEKREFERANCE PAGE McMlVrev. IMIXIVOISBEFORE USE. Design valid for use only with MRek®connectors. This design is based only upon parameters shown, and is for an Individual building component, hot �■ ■` 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. Motional 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 fobrlcoHon. storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Q lMMyy CrIll DSB-59 and SCSI Building Component Safely lnfonnaflonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandre, VA 22314, 6904 Paike East Bind. Tampa, FL 33610 Job Truss Truss Type ` any Ply TRAVASSOS ' T18075230 76274 GRID Half Hip Girder 1 2 Job Reference (optional) l:numbers I russ, Inc., ,on merae, rL aAZu s Mug zo za I For I ex anouslnea, Inc. 1 Fee asp 10 Iv:aoAz zu IV �1 2 5.00 12 3 Scale=1:72.8 NAILED ass MT18HS = 3x8 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED SIB MT18HS = NAILED 3x8 = 4xB = NAILED NAILED 4x12 = NAILED 4 5 27 6 28 729 8 30 31 9 32 10 11 33 3435 12 36 37 13 24 23 22 2039 19 18 16 75 14 21 38 40 41 42 17 43 44 45 46 47 6x8 = AM= 4x5 = 5x8 MT18H3 = NAILED NAILED 4x8 = 4x12 = 7xB INS= NAILED NAILED NAILED 4x10 = HUS26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3.9-14 1-0-0 1&0-4 1I12:12 21.9-4 26i 31-6-0 36-4-12 41-5-0 3-g-16 n0-2 5�0�6 Td-ID-R 4-10-R 4-1n-e 4-10-8 4-00-8 PlataO6sets (X Y)-- 12:0-3-1 0-0-21 14:0-6-0 0-2-81 [7:0-4-0 Edge], [10:0-3-0 Edge] [14:Edge 0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TIC 0.62 Vert(LL) -0.52 19 >948 360 MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.55 Vert(CT) -0.9619-20 >515 240 MT18HS 244/190 BCLL 0.0 " Rep Stress Incr NO WB 0.86 Horz(CT) 0.13 14 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.88 19-20 >565 240 Weight: -5101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=2820/0-8-0, 2=2996/0-8-0 Max Horz 2=264(LC 24) Max Uplift 14- 2134(LC'8), 2=-2202(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3_ 6985/4820, 3-4=-6972/4914, 4-5=-10153(7254, 5-6=-10153[7254, 6-8=-12517/9003, 8-9- 12517/9003,9-11= 8485/6167,11-12=-8485/6167 BOT CHORD 2-24=-4564/6424, 23-24=-4564/6424, 22-23=-4583/6432, 20-22=-9231/12865, 19-20=-9231/12865, 18-13= 8154/11288,16-18=-8154/11288,15-16=-3407/4596, 14-15=-3407/4596 WEBS 3-23=-315/231, 4-23=-121/330, 4-22=-3078/4290, 5-22=-262/323, 6-22=-3150/2296, 6-20=-864/1384, 6-19=-405/332, 8-19=-514/556, 9-19= 987/1427, 9-18=-95/493, 9-16=3255/2308,11-16=-493/530,12-16=-3205/4517,12-14=-5293/3917 Structural wood sheathing directly applied or 3-11-12 oc purling, except end verticals. Rigid ceiling directly applied or 7-2-13 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 0-7-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Ops1; h=18ft; B=45ft; L=41ft; eave=5ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb), 14=2134, 2=2202. 10) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails into Truss) or equivalent at 15-7-14 from the left end to connect tmss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33B10 Date: September 10,2019 QwARNING-Verity design Parameters and READ NOTES ON TNIS AND INCLUDED MMEKREFERANCEPAGEMIL74ma V. 104twe150EFORE USE. Deslgn valld for use only with MOekO connectors. This tlesign Is based only upon parameters shown, and Is for on IndNlduol bulltling component, not a truss system. Before use, the building designer must verify the oppllcabill y of design POrOMefea and properly Incorporate this design Into the oOei building design. Bracing lna lcated is to prevent buckling of individual truss web and/Or chord members only. Additional temporary and permanent bracing MOW Is alwaysfequlred for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding the fabrica5on. storage. delivery, erection and bracing of trusses and truss systems, seal NSSUIPII CualN6yy CMedo; DSB419 and SCSI Building Component' 6904 Parke East Blvd. Safety mfermatbmexantlrlo.vallobie from Truss Plots Institute: 218 N. Lee Street. Suite 312. AlVA 22314, - Tampa, FL 33610, Job Truss Truss Type + Oty Ply T18075230 76274 GRD Half Hip Girder 1 2 �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:06:52 2019 Page 2 ID:93PAwuOUJJUFU6s8XmuvyAyf7V9-am2Bl Zhhrae9OwVywGPKFBV9sHkhmenseLhCdlyf3bn LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 4-13=-54,'2-14=-20 Concentrated Loads (lb) Vert: 13=10(13) 14=9(B) 8=-106(8) 19=-61(13) 11— 106(B) 16— 61(B) 10=-106(B) 17=-61IS) 28=-106(B) 29=-106(13) 30=-106(B) 31= 106(13) 32=d06(13)33=-106(B) 35=17(13) 36= 1 7(B) 37= 17(13) 38=-1 281 (B) 39i(B)40=-61(13)41=-61(B) 42=-61(B)43=-61(B)44=-61IS) 45=20(B) 46=20(B) 47=20(B) O WARNING -V4IIry EealgnyaMa,.fareanJREIID NOTES ON TN/SAND INCLUDEDMNEKREFERANCEPAGEM/F74M.re.. 7N 0156EFORE USE. Design valid for use only with Mil connectors This design Is based only upon parameters shown, and Is for an Individual building component,not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall building design Bracing indicated is to prevent buckling of Individual trust web and/or chard members only. Additional temporary and permanent bracing Is always required for slabllily and to preventcollapse with possible personal injury and property damage. For general guidance regarding the fobricotlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPI7 CualI Criteria.DSB49 and BCSI Building Component Safety Informalbrgvollabie from Truss Plots Institute. 218 N. Lee Street, Suite 312, Alexantlrlo. VA 22 14. MiTek' 6904 Pare, East Blvd.. Tampa, FL 33810 Job Truss Truss Type ' Oty PIY T78075231 76274 GRE HIP GIRDER 1 2 �TRAVASSOS Job Reference (optional)' Lnambers I was, Inc., -on Fierce, rL o.aca a rug c cum n" , en vuu>u, u. , uo acv v Scale =1:69.5 5xe MT18HS = Sx8 MT18HS = 5.0012 3x411 3x10= Sire MT1 BHS= 3x10= 3x411 3 2e 274 2B 29 536 31 32 67 33 34 835 36 37 9 38 39 10 2 11 f 1N 127q 1 21 40 41 20 42 19 43 16 44 45 17 46 76 47 1541 14149 50 51 13 4xB = 3x4 11 5x8 = Site = 3x4 11 4x8 = 3x4 11 6x8.= 5x8 = 3m 11 48 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(l) 1.67 17 >278 240 TCDL 7.0 Lumber DOL 1.25 BC 0:99 Vert(CT) -1.08 17 >432 240 SCLL 0.0 Rep Stress Incr NO W B 0.69 Horl -0.25 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrl LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x6.SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ito/size) 2=2338/0-5-4, 11=2337/0-5-4 Max Horz 2=-120(LC 6) Max Uplift 2=3222(LC 8), 11=-3221(LC 8) FORCES. (Ito) - Max. Comp./Max: Ten. - All forces 250 (Ito) or less except when shown. TOP CHORD 2-3=-5439/7418, 34— 8308/11382, 4-5=-8308/11382, 5-7=-10984/15016, 7-8=-10984/15016,8-9=-8303/11376,9-10=-8303/11376, 10-11=-5436/7415 BOT CHORD 2-21=6681/4992, 20-21=-6721/5016, 18-20=-13918/10333, 17-18=-13918/10333, 16-17=-13906/10324,14-16=-13906/10324,13-14=-6718/5014,11-13— 6677/49B9 WEBS 3-21=-584/431, 3-20=-4822/3603, 4-20=-405/456, 5.20=-2213/2997, 5-18=-354/314, 5-17=-986/723, 7-17=-418/482, 8-17=-1003/733, 8-16= 354/314, 8-14=-2208/2990, 9-14=-406/459,10-14=-4819/3601,10-13=-584/431 PLATES GRIP MT20 244/190 MT18HS 2441190 Weight: 4311b FT=20% Structural wood sheathing directly applied or4-10-0 oc pudins. Rigid ceiling directly applied or 4-0-2 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Old (OA31"x3") nails as follows: - Top chords connected as follows: 2x4 - 1 row at 0-7-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDLU3.0psf; h=18ft; B=45ft; L=39ft; eave=5N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water panting. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 8) "This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at loint(s) except Qt=lb) 2=3222,11=3221. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 61 6904 Parke East Blvd. Tampa FL 33610 Data: September 10,2019 Q WARNING -Verity deslgn parameters and BEAD NOTES ON THIS AND INCLUDED MBEK REFEHANCE PAGE Mel rev. 10/032015 BEFORE USE. Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, Me. building designer must verify the appllcabllity of design parameters and properly Incorporate this design Into rife overall building design. Bracing Indicated is to buckling Individual truss web members only. Addltlonal temporary and bracing ' M!Tek' prevent of and/or chord permanent Is always required tar stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVff Ij CualBy CdMM; DSB4l9 and SCSI Bull Component 6904 Pade East Blvd. Safety tnfarmatbrpvallabie us from Time Plate Institute, 218 N. Lee Street Suite 312, Alexantlaa. VA 22 14, - - Tampa, FL 33610 Job Truss Truss Type Ory Ply T78075231 76274 GRE HIP GIRDER 1 2 �TRAVASSOS Jab Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 28 2019 MiTek Industries, Inc. Tue Sep 1010:06:57 2019 Page 2 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y7-xks45GIpg7GRUhNvjp7 VyEC791 K7RylbndPzlyyl3bi NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 298 lb up at 5-0-0, 68 lb down and 148 Ito up at 7-0-12, 68 lb down and 148 lb up at 9-0-12, 68 lb down and 148 Ib up at 11-0-12, 68 Ib down and 148 lb up at 13-0-12, 68 to down and 148 lb up at 15-0-12, 68 lb down and 148 lb up at 17-0-12, 68 lb down and 148 lb up at 19-0-12, 68 lb down and 148 lb up at 19-7-4, 68 It, down and 148 lb up at 21-74. 68 lb down and 148 lb up at 23-7-4. 68 lb down and 148 lb up at 25-7-4, BB lb down and 148 lb up at 27-7A, 68 lb down and 148 lb up at 29-7-4, and 68 lb down and 148 lb up at 31-7-4, and 117 lb down and 298 Ib up at 33-8-0 on top chord, and 121 lb down and 229 lb up at 5-0-0, 43 lb down and 59 lb up at 7-0-12, 43 lb down and 59 lb up at 9-0-12, 43 lb down and 591b up.at 11-0-12, 431b down and 59 Ib up at 13-0-12, 431b down and 59lb up at 15-0-12, 43 Ib down and 59lb up at 17-0-12. 43 lb down and 591b up at 19-0-12, 43 lb down and 59 lb up at 19-7-4, 43 Ib down and 591b up at 21-7-4, 43 Ib down and 59 Ib up at 23-7-4, 431b down and 591b up at 25-7-4, 43 Ib down and 59 lb up at 27-7-4, 43 Ito down and 59 lb up at 29-7-4, and 43 Ib down and 59 Ib up at 31-7-4, and 121 lb down and 229 lb up at 33-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-1 0=-54,10-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 3=-70(9) 6=-56(B) 10=-70(B) 21=-121(B) 17=-61(B) 7= 56(B) 13=-121(B) 26_ 56(B) 27=-56(B) 28=56(B) 29=-56(B) 30=-56(B) 32=-56(B) 33=-56(B) 35=-56(B) 36=-56(B)37= 56(B) 38— 56(B) 39— 56(B) 40=31(B)41=-31(9) 42=-31 (B) 43=-31 (B) 44=-31 (B) 45=31 (B) 46=-31 (B) 47=-31 (B) 48=-31(B) 49=-31(B) 50=-31(B) 51=-31(B) Job Truss Truss Type Oty Ply TRAVASSOS T16075232 76274 GRG Hip Girder 2 1 Job Reference (optional) ynamoers truss, Inc., ran rlerce, rL b1 5.00 12 5.6 = 3x8 = 3x4 = 5x6 = 3 20. 21 4 22 23 24 25 26 5 27 28 6 4xB = 4x4 = JV 61 MT18HS= V 3x4 = V' V� 4x4 = 41 = 2x3 II 3-9-14 7-0-0 12-4-9 1 17-7-7 1 23-0.0 1 26-2-2 1 30.0-0 Scale =1:55.4 Plate Offsets (X Y)-- [2'0-0-0 0-0-4] [3'0-3-12 0-2-81 [6:0-3-12 0-2-81 [7'0-0-0 0-0-41 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.61 10-12 >588 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Ver(OT) -0.7010-12 >514 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.52 HOrz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1391b FT=20% LUMBER- BRACING - TOP CHORD 2x4SP M 30 TOP CHORD BOT CHORD 2x4SP M 31 BOT CHORD WEBS I 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=2268/0-8-0,7=2268/0-8-0 Max Horz 2=-142(LC 23) Max Uplift 2— 1706(LC 8),7=-1707(LC 8) FORCES. (Ill - Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4962/3473, 3-4=458213310, 4-5=-6093/4415, 5-6=-4583/3311, 6-7=-4963/3473 BOT CHORD 2-13=-3008/4516, 12-13=-4153/6095, 10-12=4153/6095, 9-10=-4151/6093, 7-9=-3008/4516 WEBS 3-13=-778/1381, 4-13=-1817/1275, 4-12=-4/430, 5-10_ 7/430, 5-9=-1815/1272, 6-9=-777/1381 Structural wood sheathing directly applied or 2-7-1 oc puffins: Rigid ceiling directly applied or 3-9-14 oc bracing.. 1 Row at 111 4-13, 5-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsY Irl B=4511; L=30ft; eavei Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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'Its uplift at joints) except gt=1b) 2=1706,7=1707. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 222111 down and 3661b up at 7-0-0, 146111 down and 189 Is up at 9-0-12, 146 1b down and 189111 up at 11-0-12, 146 lb down and 189 111 up at 13-0-12, 146 lb down and 189 lb up at 15-0-0, 146 Its down and -189111 up at 16-114. 146 lie down and 189 Its up at 18-11-4, and 146111 down and 189 Ib up at 20-11-4, and 222111 down and 366 Its up at 23-0-0 on top chord, and 408111 down and207 lb up at 7-0-0, 84 lb down and 24 to up at 9-0-12, 84111 down and 241b.up at 11-0-12, 8416 down and 24 lb up at 13-0-12, 84111 down and 24111 up at 15-0-0, 841b down and 24 It, up at 16-11-4, 84111 down and 24.Ila up at 18-11-4, and 84111 down and 24111 up at 20-11-4, and 408 Its down and 207111 up at 22-114 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 (pit) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 14-17=-20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date; September 10,2019 QWARNING-Verllydesfyn Parameters antl READ NOTES ON THISAND INCLUDED MIEKREFERANCEPAGEMa-7473rey. 10/012OISBEFOREUSE, Design valid for use only with Wass, connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hum system. Before use; the building designer must 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 MOW prevent Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding Me fol storage. delivery, erection and bracing of trusses and hum systems, meANB1pPI1 OualMMyy CRadC: DS049 and SCSI Building Component' 69N Parke East Blvd. Safety NlomraBorravollable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply TRAVASSOS T18075232 76274 GRG Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Too Sep 1010:06:59 2019 Page 2 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y7-t6zgVym4BkX9j7XlgE1 zt fllb652vlquFxu4Mryf3bg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-157(F) 6=-157(F) 13=-308(F) 9=-308(F) 20=-106(F) 21=-106(F) 22=-106(F) 24=-106(F) 26=-106(F) 27=-106(F) 28=-106(F) 29=-61(F) 30=-61(F) 31=-61(F) 32=-61(F) 33=-61 (F) 34=-61 (F) 35=-61(F) ,&WARNING - VerllydeslgnPammetersend READ NOTES ON THMANOINCLUDED MREKREFERANCEPAGEMI47423mv 1WAV1015BEFORE USE. Design valid for use only with MBekO connectors. This tleslgn Is based only upon parameters shown, and Is for an IndNldual buIc Ing component not a truss system. Before use, the bulldIng designer must verify the applicabilty of tleslgn parameters and properly Incorporate this design Into the overall bulltling tleslgn. Bracing lndlcated is to prevent buckling of Individual truss web and/or chord members orty. Addfllonal temporary antl permanent bracing M(Tek* Is always required for stablllty, and to preventcollapse with possible personal injury and property damage. For general guidance regording the fabrication, storage, dellvery, erection and bracing of tmsses and huss systems. seeANSVTPI1 Cuplryryyy Cdfeda, DSB49 and BCSI Building Component Safety Informafbmvallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd, Tampa, FL 33610 Job Truss Truss Type ' ay Ply T78075233 76274 GRK HALF HIP GIRDER 1 2 �TRAVASSOS Job Reference (optional) Chambers Trui mc., ran Race, Fl. a.xuenuy camrervmenuruwnma,um. ,ue GcHrvrv.m.uvcv,a ryci ID:93PAwuOUJJUFU6s8XmuvyAyl7V?.E4njZggCOG9SgmPFdnd8kj?B17ala36dODbr12y13bb -2-0-0 5-0-0 10.0.10 14-11-7 19-10-5 24-9-3 29.8.0 346-10 2-0-0 S0.0 50-10' 410.14 4-10-14 4-10.14 4-10-14 5.0.10 Scale=1:61.8 5x8MT18HS = 24 11 5.00 12 2x3 11 3.8 = 51 MT18HS W 8 = 4x8 = 2x3 113x8 = 3 23 24 4 25 26 5 272829 630 7 31 32 8 33 34 359 36 37 3810 ;�JJI 2 1 19 39 40 18 41 17 42 16 43 44 15 45 14 46 13 47 48 72 49 50 51 11 Sx6 0 2x3 II 5x8 MT18HS = 2.3 11 3xS = Axe = 2x3 II 402 = 3,15 4x8 = 60.0 10-0./0 1d-11-7 79-10.5 24-93 29-8-0 348-10 4/L1/1' L1lL1d d-1IL1d d-1rL1d d.1 n-1d SM11n Plate Offsets (X Y)-- 13:0-5-12 0-2-8] 16:0-4-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 1.20 15-16 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.7715-16 >537 240 MT18HS 244/190 BCLL 0.0' Rep Stress lncr NO WE 0.84 Horz(CT) -0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight:.344 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4 SP M30 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/si2e) 11=2107/0-8-0, 2=2066/0-5-4 Max Horz 2=212(LC 25) Max Uplift 11=-2862(LC 8), 2=-2842(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3- 4545/6158, 3-4=-6899/9422, 4-5=-6899/9422, 5-7=-8142/11060, 7-8=-8142/11060, Structural wood sheathing directly applied or 5-3-9 oc pudins, except end verticals. Rigid ceiling directly applied or4-6-12 oc bracing. 8-9=-4123/5590,9-10=-4123/5590, 10-11=-1989/2658 BOTCHORD 2-19=-5725/4147, 18-19- 5754/4163, 16-18=-11120/8172, 15-16=-11120/8172, 13-15=-9206/6785,12-13=-9206/6785 WEBS 3-19=.443/35Q 3-18=-3980/3002,4-18=-435/494, 5-18=-1396/1851, 5-16=-316/299, 7-15=-405/460, 8-15=-2022/1480, 8-13=-315/296, B-12=-2903/3942, 9-12=-426/484, 10-12=-5966/4400 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Co. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Webs connected as follows: 2x4 -1 row at 0-9-0 on. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind; ASCE 7-10; Vi170mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181; B=45ft; L=35ft; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip Di1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except 01=11b) 11=2862, 2=2842. Walter P. Finn PE No22639 fill USA, Inc. FL Cott 6634 6904 Palle Fast Blvd. Tampa FL 33610 Data: September10,2019 Q WARNING-VeHty design Perametersand READ NOTES ON MIS AND INCLUDED MfTEKREFERANCEPAGEMIP7473 me. 1010=15BEFORE USE. Design valid for use only with MIl connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system, Before use: the building designer must verity the applicablllty of design parameters and properly Incorporate this design Into the overall building design. Boeing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brccing WOW Is always required for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, creation and bracing of trusses and buss systems. seeAN3U1Pi1 Qua[ 11y CModo; DS5419 and SCSI Building Component Safety Informatbmvallable from Luse Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tahoe. FL 33610 Job Truss Truss Type ` Oty Ply T18075233 76274 GRK HALF HIP GIRDER 1 2 �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07.04 2019 Page 2 ID:93PAvn1OUJJUFU6s8XmuvyAy17Y4-E4njZggCOG9SgmPFdnoekj4B17ola36dODbr22yf3bb NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 296 Ib up at 5-0-0, 68 lb down and 148 Ile up at 7-0-12, 68 Ile down and 148 Ib up at 9-0-12, 681b down and 14816 up at 11-0-12, 68 Ib down and 148 lb up at 13-0-12, 68 lb down and 148 lb up at 15-0-12, 68 Ib down and 148 Ile up at 17-0-12. 68 to down and 148 lb up at 19-0-12, 68 lb down and 148 lb up at 21-0-12, 68 lb down and 1481b up at 23-0-12, 68 lb down and 14816 up at 25-0-12, 68 lb down and 148 Ib up at 27-0-12, 68 lb down and 148 Ib up at 29-0-12, 68 Ile down and 148 Ile up at 31-0-12, and 68 lb down and 148 lb up at 33-0-12, and 68 Ilo down and 145 lb up at 33-11-6 on top chord, and 121 Ito down and 229 lb up at 5-0-0, 43 Ile down and 591b up at 7-0-12. 43 Ib down and 59 Ile up at 9-0-12, 431b down and'S9 Ib up at 11-0-12, 43 Ibdown and 59 Ib up at 13-0-12, 43 Ib down and 59 Ib up at 15-0-12, 431b down and 59 Ib up at 17-0-12, 43 Ib down and 59 Ib up at 19-0-12, 431b down end 59 Ib up at 21-0-12, 43 Ib down and 59Ib up at 23-0-12, 43 Ib down end 59 Ib up at 25-0-12, 431b down and 59 Ib up at 27-0-12, 43 lb down and 59 Ib up at 29-0-12, 43 Ib down and 59 Ib up at 31-0-12, and 43 lb down and 59 Ito up at 33-0-12, and 51 Ito down and .68Ile up at 33-11-6 on bottom chord. The desigrVselection 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 (plo Vert: 1-3=-54, 3-10=-54, 11-20=-20 Concentrated Loads (lb) Vert: 3=-70(F) 19=-121(F) 5=-56(F) 16=-31(F) 13=-31(F) 8=-56(F) 23=-56(F) 24=-56(F) 25=-56(F) 26=-56(F) 29=-56(F) 30=-56(F) 31=-56(F) 32=-56(Fj 34=-56(F) 35=-56(F) 36=-56(F) 37=-56(F) 38=-66(F) 39=-31(F) 40— 31(F) 41=-31(F) 42— 31(F) 43=-31(F) 44=-31(F) 45=-31(F) 46=-31(F) 47=-31(F) 48=.31(F) 49=-31(F) 50=-31(F) 51=-34(F) Job Thus Truss Type City Ply T18075234 76274 GIRL Hip Girder 1 1 �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Auld 28 2019 MiTek Inc. Tue Sao 10 10:07:06 2019 4x4 = 44 Scale = 1:28.7 d 3x4 = 2x3 I[ &9-04 7-0-0 8-7-2 11-9-4 15-7-2 &9-14 3-2-2 1-7-2 &2-2 3.9.14 Plate Offsets (X `)— (7:0-5-2 0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.09 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.11 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 75 lb FT=20% LUMBER - TOP CHORD 2x4SP M 30 BOT CHORD 2x4-SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=1035/Mechanical,2=1157/0-8-0 Max Hoa 2=129(LC 24) Max Uplift 7=-718(LC 8), 2=-920(LC 8) Max Gmv 7=1040(LC 30), 2=1157(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc puffins. BOT CHORD Rigid ceiling directly applied or6-1-14 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2294/1523, 3-4=2075/1464, 4-5>7923/1400, 5-6=-2076/1467, 6-7=-2321/1615 BOT CHORD 2-11=-1335/2141, 10-11=-1335/2141, 9-10=-1216/1922, 8-9=-1431/2121, 73=-1431/2121 WEBS 3-10=-352/232, 4-10=-251/553, 5-9= 267/558, 6-9= 399/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent waterponding. 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 onthe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=lb) 7=718, 2=920. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ideals) 2221b down and 362 lb up at 7-0-0. and 222 lb down and 362 lb up at B-7-2 on top chord, and 4081b down and 207 Ito up at 7-0-0, and 4081b down and 2071b up at 8-6-6 on bottom chord. The designIselection 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 (plQ Vert: 1-4=-54, 4-5=-54, 5-7=-54, 13-16=-20 Concentrated Loads (lb) Vert: 4=-157(B)5=-157(B) 10= 308(B)9= 308(8) Walter P. Finn PE No.22639 all ek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 10,2019 ®WARNING -Verify deslgnaa/emefers and READ NOTES ON MIS AND INCLUDED aeTEKREFERANCEPAGEMO.74T0raV. 14'4Y2015BEFOREUSE. Of valid for use only with Mnek® connectors, Nis design Is based only upon parameters shown, and Is for an Individual building component, not a this systemM . Before use. e bulltling designer must verify the appllcabIthy, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is o prevent buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing MO Is always required far stobe8y and to prevent corcme with possible pawnor Injury and properly domoge. Fargenemi guldonce regarding the fabrication, storage, delivery, erection and bracing of hums antl hum systems, weANSMIi CuallIl1yy Gmrrda, DS6-09 and 6GSI au9ding Component' 6904 Parke East Blvd. Safety infoenatio avoiloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexontlrla VA 22314. Tampa, FL.33610 Job Truss Truss Type Oty Ply T18075235 76274 11 Jack -Open 16 1 �TRAVASSOS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:08 2019 1 -0-0 -0-0 Scale =1:8.2 Plate Offsets KY)— 12:0-1-2 Edgel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ved(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00, 5 >999 240' BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 4 n/a We BCOL 10.0 Code FBC2017/rP12014. Matrix -MP Wind(LL) 400 5 >999 240 Weight: 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (lb/size) 3=-25/Mechanical, 2=254/0-8-0, 4=-47/Mechanical Max Horz 2=106(LC 12) Max Uplift 3= 25(LC 1), 2=-402(LC 12). 4=-47(LC 1) Max Grav 3=67(LC 12), 2=254(LC 1), 4=112(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pur ins. BOT CHORD Rigid ceiling directlyappliedor 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=181t; B=45R; L=24R; eave=off; Cat. II; 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) 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) 3, 4 except (jt=lb) 2=402. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6034 6904 Parke East Blvd. Tampa FL 33610 Data: September 10,2019 QWARNING- Verllydesignparametersond BEAD NOTES ON THISANDMCLUDEDM/rEKHEFEBANCEPAGEMb74TJrev. 16922015BEFONE USE Design valid for use only with M6ekO connectors. This tlesign Is based only upon parameters shown. and Is for on Individual building component, not a truss system. Before use, the. bulltling designer must verity the applicability, of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing hdicWed is to prevent buckling of hcfMdual truss web antl/or chord members only. Addltionol 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. seeANSVTPII Queday Coterie. D8549 and BCSI Building Component 6904 Parke East Blvd. Sably Inlamlofbmvoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply TRAVASSOS ' T18075236 76274 J3 Jack -Open 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 26 2019 MiTek Industries, Inc. rue Sep 10 10:07:08 2019 Page 1 ID:93PAmOUJJUFU6s8XmuvyAyr/Y?-6rOEOltj4VfulOj1 sdi4u2ApTkHuW4BCJgZ28pyl3bX -2-0.0 3.0.0 2-0.0 3-0-0 Scale=1:12.4 LOADING (psf) SPACING• 2-0-0 CSI. DEFL in (loc), Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Ved(CT) -0.01 4-7 >999 240 BCLL 0.0' Rep Stress Incr YES WR 0.00 Horz(CT) 0.00 2 r/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(L-) -0.01 4-7 >999 240 Weight: 13lb FT=20% LUMBER - TOP CHORD 2x4 SIP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=51/Mechanical,2=253/0-8-0,4=21/Mechanical Max Horz 2=157(LC 12) Max Uplift 3=-41(LC 9). 2=>300(LC 12) Max Grav 3=55(LC 17), 2=253(LC 1), 4=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Aft tomes 250 (lb) or less except when shown. BRACING - TOP CHORD 'Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(l) 1-M to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ° This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=300. Walter P. Finn PE No12839 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 Job Truss Truss Type Oty Ply TRAVASSOS T18075237 76274 J5 Jack -Open 24 1 Job Reference (ootiona0 Qhambers Truss, Inc., Fort Pierce, FL 8.320 s'Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:09 2019 Page 1' ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-b1 accNuLrpnkwYIDOKDJRmi_CeV3FXRMYUJOGyi3bW -2-0-0 5-0-0 2.0.0 5-0.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matdx-MP Wind(L-) 0.06 4-7 >962 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=107/Mechanical, 2=313/0-8-0, 4=53/Mechanical Max Horz 2=210(LC 12) Max Uplift 3=111(LC 12), 2=-309(LC 12), 4=-1(LC 9) Max Gmv 3=111(LC 17), 2=313(LC 1), 4=86(LC 3) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.4 PLATES GRIP MT20 244119D Weight: 191b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf; h=1 Bit; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-04) to 1-0-0, Intedor(1) 1-" to 4-11-4 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other live loads. 3) ' This truss has beendesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 3=111, 2=309. Walter P. Finn PE No.22609 MiTek USA, Inc. FL Ced6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 Job Truss Truss Type Cry Ply TRAVASSOS T18075238 76274 J7 Jack -Open 39 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:10 2019 Page 1 ID:93PAwu0UJJUFU6s8XmuvyAyt7Y?-3E$.pjvzc6vbYhtP 2kY_FFUYwk_hVn829Fiyf3bV 7-0-0 74 Scale =1.20.4 Plate Offsets (X,Y)-- [2:0-1-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.17 4-7 >488 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.16 4-7 >533 240 Weight: 251b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4.SP M 30 REACTIONS. (lb/size) 3=160/Mechanical, 2=380/0-8-0, 4=81Rdechanical Max Horz 2=262(LC 12) Max Uplift 3=-173(LC 12). 2=-035(LC 12), 4=4(LC 12) Max Gray 3=164(LC 17), 2=380(LC 1), 4=124(LC 3) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; E>ia C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 6-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=173, 2=335. Walter P. Finn PE No22839 MRek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 Q WARNING- VeNrydesl9hjm..elereand READ NOTES ON TNISANDINCLUDED MREKILEFERANCEPAGE1110-7473rev.. INU32015BEFORE USE. Design valid for use only with Meek® connectors, This design Is based only upon parameters shown, and Is for an Individual burding component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and hum systems. seeANSVWII Cualryryyy Cmeda, D9Bd9 and BCSI Building Component' Safety mformatb]gvailoble from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Dry Ply TRAVASSOS T18075239 76274 JA5 Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Pon Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. TUB Sep 10 10:07:10 2019 Page 1 ID:93PAwu0UJJUFU6s8XmugAyf7Y?-3EB_pi zc6vbYhtP_2kY_F9iYoW_hVn829FiN3bV 3x4 = ADEQUATE SUPPORT REQUIRED. Scale=1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ven(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ven(CT) -0.07 3-6 >902 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a File BCDL 10.0 Code FBC2017ITPI2014 Matfix-MP Wind(LL) 0.08 36 >738 240 Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=183/Mechanical, 2=11B/Mechanical, 3=65/Mechanical Max Horz 1=129(LC 12) Max Uplift 1=92(LC 12), 2=-131(LC 12), 3=-17(LC 12) Max Grav 1=183(LC 1), 2=120(LC 17), 3=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=18ft; 9=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconi ant with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b Uplift atloint(s) 1, 3 except at=lb) 2=131. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 OWARNING-Vedrydeelgnpammefereend READNOTES ON TNISANDNCLUDEDa4REKREPERANCEPAGEMIF74Ydre, 101MA201580i USE Design valid for use only with Mgei connectors. This design Is based only upon parameters shown, and Is for on IndflAdual building component, not a truss system. Before use. the building designer must verify Me applicability of design parameters antl properly Incorporate this design Into the overall buiidingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Addifioncl temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury antl property damage, For general guidance regarding the fobrbanon, storage, delivery, erection and bracing of musses and truss sysi seeANSUnel I Quality Cdladp; DS549 and BCSI pudding Component E904 Parke East BNd. Salary InfomlutbravoFoble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Thus Truss Type Cry Ply TRAVASSOS T78075240 76274 JE1 JACK -OPEN 6 1 Job Reference (optional) Chambers Tuss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MITek Industries, Inc. Tue Sep 10 10:07:11 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y4-XOiM13vbN01 S9rRb)aFnW BaKiyJMIRwI7oojoayf3bU -2-0-0 1-0-0 Scale = 1:8.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate.Gnp DOL 1.25 TO 0.90 Ved(LL) 0.00 5 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 5 >999 240 BOLL 0.0 Rep Stress Inor YES WB 0.00 Horz(CT) 0.00 4 nra n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wind(LL) -0.00 5 >999 240 Weight: 6.It, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins: BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 25/Mechanical, 2=254/0-5-4, 4=-47/Mechanical Max Horz 2=106(LC 12) Max Uplift 3=-25(LC 1), 2=425(LC 12), 4— 47(LC 1) Max Grav 3=59(LC 12), 2=254(LC 1), 4=97(LC 12) FORCES. (Ib) - Max. Comp./Man. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f; B=45tt; L=24N; eave=4f ; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and Fight exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except QI=Ib) 2=425. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cod 8634 8804 Parke East Blvd. Tampa FL 3381D Date: September 10,2019 QWARN/NG- Verdydeetgnperemefemend READ NOTES ON TNISANDINOLUDWMaEKRUERANCEPAGEM1474nms, 10,1112015aEFORE USE. Design valid for use only with MTek® connectors. has design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify Me opplicablllty of design parameters and properly Incorporate this design Into he overall building design. Bracing lndlcated is to prevent buckling of lndNldual truss web and/or chord members only. Adder temporary and permanent bracing Is always required for stability and to prevent collapse with posvble personal Injury and property damage. For general guidance recording the fabrication, storage, delivery erection and bracing of busses and truss systems seeANSVWII CualMy CrBnta, D5549 and 1101 Duldbp Component ty lnfam aMnswcllobie from Truss Plate Institute, 218 N. We Street Suite 312. Alexandria, VA 22314, MOW 69M Parke East Blvd.sof Tampa, FL 33610 Job Truss Truss Type City Ply TRAVASSOS T18075241 76274 JE3 JACK -OPEN 6 1 Job Reference (optional) Chambers Thus, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 1010:07:11 2019 Page 1 ID:93PAwuOWJU FU6s8XmuvyAy17Y7-XOi M13vbN01 S9rRb)aFnW BoKiyHfl Rwf7oojo8yf3bU -2.0-0 3.0-0 2.0.0 3.0.0 Scale = 1:12.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ved(LL) 0.01 4-7 >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical, 2=253/0-5-4, 4=21/Mechanical Max Harz 2=157(LC 12) Max Uplift 3=-54(LC 9). 2=-367(LC 12), 4=-50(LC 9) Max Gmv 3=51(LC 1), 2=253(LC 1), 4=47(LC 3) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to t-M, Interior(1) 140 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Oil 2=367. Walter P. Finn PE No.22639 MTek USA Inc. FL Cad 6034 6904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 Q WARNING- Vedlydealgnparadrd real READNOTES ON TN/SANDWCLUDEDMWEKREFERANCEPAGEM674" . 1e=?015eEF0REVSE Ceslgn valld for use only with MdekAs connectors. ribs design Is based only upon parameters shown, and Is for an Indio duol bulIdIng component, not a hum 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 lndlvldual truss web and/or chord members only. Additional temporary and permanent bracing Is always paddled for stabuty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaflon, storage; delivery. erection and bracing of trusses and buss systems seeANSVTPII QUOT Clipped, D3849 and 6CSI Building Component Safety Inter nationavallabla from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314. ��- MiTek' 6904 Pella East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty TRAVASSOS T78075242 76274 JES JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Inc., Fork Pierce, FL 8.32Os AVg2B2Dl9MIFeklnamines,Inc. lue Sep lu lu:u7:lz Zulu Vargel ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-?cGkEPwE8k9Jn70o5TmO3PKdPLSbSuAoESXGKayf3bT Scale = 1:16.4 5-0-0 Plate Offsets (X Y)-- f2:0-5-2 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0-39 Ven(LL) 0.14 4-7 >426 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Cade FBC2017/TPI2014. Matill Weight: 19 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 5-0-0 oc pudlns. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=110/Mechanical, 2=313/0-5-4, 4=51/Mechanical Max Holz 2=21 O(LC 12) Max Uplift 3=-132(LC 12), 2=-421(LC 12), 4=-91(LC 9) Max Grav 3=11 O(LC 1), 2=313(LC 1), 4=83(LC 3) FORCES. (lb) -Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. ' NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f; B=45N; L=24N; eave=4ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interar(1) 1-0-0 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oint(s) 4 except Qt=1b) 3=132, 2=421. Walter P. Finn PE No.22839 MrFek USA, Inc. FL Cliff 6634 6904Parke East ENE. Tampa FL 33810 Data; September 10,2019 O WABNWG-Vef/rydeslgn perameleraeodf?UDNOTES ON THISAND INCLUDED MWEKBEFEM110EPAGEMIN4T3 MKHVI0.Y1a15BEFOBE USE Design valid for use only with Meek® connectors. This design Is based only upon parameters shown. 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 desgn Into me overall building design. Bracing Indicated is to prevent buckling of individual huss web and/or chard members only. Additional temporary and permanent bracing MtTek' Is always required far stobllMy and to prevent collapse witn posslbie personal Injury and properly damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeµSUryl1 Quell Crifie a. DSB-69 and BCSI Building Component 6904 Page East Blvd. Safety Informatlanavoilable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Ply T78075243 76274 JE7 JACK -OPEN 4 1 �TRAVASSOS Job Reference (optional) chambers Truss, Inc., Fort Pierce, FL 8.320 S Aug 28 2019 MITek Industnes, Inc. I ue Sep lU l U: W:13 2019 Scale = 1:20A 5-0-0 2-0.0 Plate Offsets (X,Y)— (2:0-5-6,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.07 6-9 >859 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.03 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 4 ni n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 281b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except at=length) 2=0-5-4, 6=0-8-0. (lb) - Max Horz 2=262(LC 12) Max Uplift All uplift 100 Ito or less at joinl(s) 4, 5 except 2=-367(LC 12), 6=402(LC 12) Max Grav All reactions 250 lb or less at joints) 4, 5 except 2=287(LC 1). 6=333(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250.(Ib) or less except when shown. WEBS 3-6=-296/586 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 6-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of20.Opsf on the bottom chord In all areas where arectangle 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) 4, 5 except at=lb) 2=367, 6=402. Walter P. Finn PE No72839 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data; September 10,2019 QWARNIIIVictltytleslgnparemeterea dREAD NOTES ON MIS AND INCLUDED MREKREFEBANCE PAGE Ml47473m. larOUG015 BEFORE USE Design valid for use only with MTek® connectors, This tleslgn Is based only upon parameters shown, and Is for an individual building component, not ��- o truss system. Before use. Me building designer must verity the applicability of design scromi and properly Incorporate this design Into the pencil building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, di erecflon and bracing of trusses and taus systems. seeANSI/IPII Qua Bt�r Cmeda; DSB-89 and SCSI Balding Component 69N Parke East BNO. Tampa, FL 33610 Safety mformatlornvallabie from Truss Plate institute. 218 N. Lee Street, Suite 312, Nexandea, VA 22314, Job Truss Truss Type Oly Ply T78075244 76274 K HALF HIP 1 1 �TRAVASSOS Job Reference (optional) ynamoers i runs, Inc., -on rierce, m a.Jzu 5 Aug ea eu I a run erc muusmes, mc. IUe cup IV Iu;u,4 ev,a raga, Scale = 1:61.8 5xe MT18HS = 3x4 = 4x5 = 5x8 MT18HS WB = 3x4 = 4.8 = 5.00 1____ _ __ __ ___ 14 11 4x6 II 4xI0 = 4x5 = Sx6 WB = 3x4 = 3x4 = 4x6 = 3x10 = LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.92 BC 0.68 WE 0.86 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (Ioc) Vdefl L/d -0.30 12-13 >999 360 -0.58 12-13 >719 240 -0.17 9 n/a n/a 0.8712-13 >479 240 PLATES MT20 MT18HS Weight: 172 lb GRIP 244/190 244/190 FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins; BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 2-3-15 oc bracing. 3-15,4-13,6-12,7-10: 2x4 SP No.3 WEBS 1 Row at midpt 7-12. 8-10 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1276/0-8-0, 2=139010-5-4 Max Horz 2=264(LC 12) Max Uplift 9=-1623(LC 12), 2=-1795(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib)or less except when shown. TOP CHORD 2-3=-2721/5048, 3-4=-2484/4846, 4-6=-3666/6884, 6-7=-3637/6792, 7-8=2466/4595, 8-9=-1210/2178 BOT CHORD 2-15=-4774/2451, 13-15=-6884/3666, 12-13=-6792/3637,10-12=-4595/2466 WEBS 3-15=-1456/693, 4-15_ 1387/2340,4-13=-439/262,6-12=-369/460, 7-12=-2393/1276, 7-10=-903/1423, 8-10=-4900/2632 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=18ft; B=45ft; L=35ft; eave=41h Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-5-11, Intenor(1)1-5-11 to 7-0-0, Extedor(2) 7-0-0 to 11-10-15, Interior(1) 11-10-15 to 34-6-14 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=1623,2=1795. Walter P. Finn PE No12839 NTek USA, Inc. FL Cliff 6634 69U Parka East Blvd. Tampa FL 33610 Date: September 10,2019 Q WARNING -Verify design oweresphys and READ NO TES ON THIS AND INCLUOEO MMEx REFERANCEPABE 11111,7473 Mv. 10/004015 BEFORE USE. Design valid for use only with MReF® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ■` ��• a truss system. Before use, Me building designer must verity Me applicability of design parameters and property Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of lndivlduol truss web and/or chord members only, Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery erection antl bracing of trusses antl lass systems. WeANSprP11 CualBv Criteria. DSB-89 and IICSI Building Component 6904 Parke East Blvd. Safety Infoanationovolloble from Truss Plate Institute, 218 N. We Street, Suite 312, Alexandria. VA 22914. Tampa, FL 33810 Job Truss Truss Type IOly Ply TRAVASSOS T78075245 76274 K1 HALF HIP 1 1 Job Reference (optional) chambers Truss, Inc., 'J9r Fort Pierce, FL 5x8 MT18HS = 8.320 a Aug 28 2019 3x4= 5x8 MT1SHS WB= 3x4= Inc. I ue bep l U l U:07:15.2U19 Paget eTINmbKjhl yl uZUTflcEwOmwxvyf3bQ 3x5 = Scale=1:5B.9 5x6 = 4x10 = axis — 46 = 3x4 — 3,4 = 3X8 = 46 II 3x6 = LOADING (pso 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 [nor YES Cade FBC20171TP12014 CSI. TC 0.88 BC 0.91 WB 0.92 Matrix -MS DEFL. Vert(LL) Verl(CT) Horz(CT) in floc) Well Ud 0.61 15-18 >679 240 -0.4012-13 >999 240 -0.14 9 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 180 lb FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-13 oc purins, BOT CHORD 2z4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied. 8-9: 2x4 SP M 30 WEBS 1 Row at midpt 7-12 OTHERS 2x4 SP No.3 2 Rows at 1/3 pts B-10 REACTIONS. (lb/size) 1=1279/0-5-4, 9=1279/0-8-0 Max Horz 1=237(LC 12) Max Uplift'1=-1608(LC 12), 9=-1634(LC 12) ' FORCES. (Ib) - Max. CompJMax. Ten. -All farces 250 fib) or less except when shown. TOP CHORD 1-2=-2778/5091, 2-3=-2517/4776, 3-4=-2312J4510, 4-6_ 2945/5558, 6-7=2764/5187, 7-8=-1818/3402,8-9=-1219/2212 BOT CHORD 1-15=-4940/2537, 13-15=-5558/2945, 12-13=-5187/2764, 10-12=-3402/1818 WEBS 2-15=-303/586, 3-15=-15527721, 4-15=-736/1268, 6-13=441/210, 6-12=435/606, 7-12= 208211102,7-10=936/1512, 8-10=-3893/2082 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18D; B=45ft; L=35f; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-11, Interior(1) 3-5-11 to 9-0-0, Exterior(2) 9-0-0 to 13-10-15, Interior(1) 13-10-15 to 34-6-14 zone; porch left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psi 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 Qt=lb) 1=1608,9=1634. Walter P. Finn PE No22839 MDek USA, Inc. FL Cart 6634 6994 Parke East Blvd. Tampa FL 33616 Date: September10,2019 ,&WARNING- VeHiydeslsmuhmehvand REAUNOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MIL14737ey. lGerni BEFORE USE Design valid for use only with Meek@ connectors, mis design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, Me building designer must verify the applicability of design porometers and properly Incorporate this design Into the overall building design. Bracing Indicated b to prevent bucWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury andproperly damage. For general guidance regarding the fabrication storage, delivery. election and bracing of trusses and trusssystems, weANSVrpit Q,GlN8yy CIBoria. DSB419 and BCSI Buldhs0 Component Salary Informallo avoiloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexontlrla. VA 22314. ��- MOW 69o4 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Otte Ply TRAVASSOS T18075246 76274 K2 HALF HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 28 2019 MiTek 10 10:07:16 201 '5a8 MT18HS= 3x4 = 5.8 MT18HS = 3x4 = Scale=1:58.9 5x6 = 14 13 "- 11 "- 9 8 4x10 = 2x3 II 3x6 = 3x4 = 3x6 — 3x8 = 4x6 II 3x8 = 0-12 - -0 5-9-14 11-0.0 18-11.7 2&9.3 34.8-10 0- -0 5-7-14 5-2-2 7-11-7 7-9-11 7-11-7 Plate Offsets (X,Y)-- f1:0-0-0,0-0-41, 13:0-4-0,0-1-131, 15:0-4-O,Edgej, jB:Edde,03-81, 19:03-8,0.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ved(LL) 0.56 11-13 >738 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.53 Ved(CT) -0.34 11-13 >999 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) -0.12 8 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 1811b FT=20% LUMBER - TOP CHORD 2x4'SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 7-8,4-13,6-11,7-9: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc pudins, except end verticals. GOT CHORD Rigid ceiling directly applied or 2-11-9 oc bracing. WEBS 1 Row at midpt 4-13, 6-11, 7-9 REACTIONS. (lb/size) 1=1279/0-8-0, 8=1279/0-8-0 Max Horz 1=289(LC 12) Max Uplift 1=1601(LC 12), 8=-1640(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 1-2= 2827/5220, 2-3=-233B/4366, 3-4=-2124/4156, 4-6=-2451/4646, 6-7=-1758/3313, 7-8=-1208/2183 BOT CHORD 1-14=-5097/2576, 13-14= 5097/2576, 11-13=4646/2451, 9=11=-3313/1758 WEBS 2-14=-390/202, 2-13=-517/1080,3-13=-1243/560, 4-13=-380/633, 4-11=-310/231, 6-11=-1553/806, 6-9=357/1325, 7-9=-3776/2004 NOTES- 1) Wind: ASCE7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=35ft; eave=oft; Cat. II; Exp C;. Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2) 0-0-0 to 3-5-11, Interior(1) 3-5-11 to 11-0-0. Exterior(2) 11-0-0 to 15-10-15, Intedor(1) 15-10-15 to 34-6-14 zone; porch left and night 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) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of20.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) 1=1601, 8=1640. Walter P. Finn PE No71439 MTek USA, Inc. FL Cod GSU 99114 Parke East Blvd. Tampa FL 3361D Date: September 10,2019 Job Truss Truss Type Oly Ply T78075247 76274 KJ5 Diagonal Hip Girder 1 1 �TRAVASIOS Job Reference (optional) ,chambers Truss, Inc., Fad Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:17 2019 Page 1 1FU6sBXmuvyAy17Y7-Ma3dH6 MyGocumvluOMBMS1 UtMJf77gXOkFl7oyt3bO Scale - 1:18.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.06 7-10 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.35 Vert(CT) -0.06 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WEI 0.18 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171FP12014. Matrix-MP Weight: 31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD 'Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD 2x4 SP M 30 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=79/Mechanical, 2=346/0-10-15, 5=119/Mechanical Max Ho¢ 2=209(LC 8) Max Uplift 4=-86(LC 8), 2=-468(LC 8). 5=-54(LC 5) Max Gray 4=90(LC 17), 2=535(LC 28), 5=249(LC 24) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-884/113 BOT CHORD 2-7=165/721, 61 WEBS 3-7=-49/309, 3-6=-776/177 NOTES- 1) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0pst 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)oint(s) 4, 5 except Qt=lb) 2=468. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 Ib down and 102 Ib up at 1-6-1, 153 Ib down and 102 Ib up at 1-6-1, and 111 Ib down and 55 lb up at 4-4-0, and 111 Ito down and 55lb up at 4-4-0 on top' chord, and 109 lb down and 76 lb up at 1-6-1, 109 lb down and 7611b up at 1-6-1, and 40 lb down and 211b up at 4-4-0. and 40lb down and 21b up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1.4=.54,.5.8=-20 Concentrated Loads (11b) Vert: 11=48(F=24, B=24)13=72(F=36; B=36) 14=3(F=2, B=2) Ig Walter P. Finn PE No22639 MiTek USA, Inc. FL Cedfi634 6904 Parke East BNd. Tampa FL 33610 Date: September 10,2019 Q WARNING-VerRy aeslgn pemmefen anCREAD NOTES ON THIS AND WCLUOEOMREKNEFERANCE➢AGE M67973ree IcU3201SBEFONE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an IMNlduai building component not ��- a Fuss system. Before use. Me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdeagn. Bracing Indicated Is to prevent bucNingofIndividual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent. collapse with possible personal Injury and propene damage. For general guldcnce regarding the MiTek' TabJoallon, storage. delivery, election and bracing of Fusses and buss systems. seeANSVIPII Quality Ceramic. OS949 antl ICSI Bu6tlhp Component 69N Parke East BNtl, Safety Infemsatlonovoiloble from Truss Plate Institute, 218 N. We street, suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply TRAVASSOS T78075248 76274 KJ7 Diagonal Hip Girder 7 1 _ Jab Reference (optional) .Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 28 2019 MiTek Industries, Inc. Tue Sep 1010:07:18 2019 3x4 = Scale: 1/2- 1- Ii Plate Offsets(X,V)-- [2:0-1-8,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.41 Ved(LL) -0.13 7-10 >900 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.13 7-10 >933 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 5 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 43 lb FT=20% LUMBER - TOP CHORD 2x4'SP M 30 BOT CHORD 2x4SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=127/Mechaniml, 2=464/0-10-15, 5=275/Mechanical Max Horz 2=261(LC 24) Max Uplift 4=-138(LC 8), 2=-538(LC 8), 5=-154(LC 8) .Max Grav 4=127(LC 1), 2=679(LC 28). 5=361(LC 29) FORCES. (Ib) - Max. Gomp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1110/359 BOT CHORD 2-7=-440/918, 6-7=-440/918 WEBS 3-7=0/334, 3-6=-976/468 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDLr3.Opsh h=18f ; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 poll bottom chord live load nonooncurent 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 miss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except gt=1b) 4=138, 2=538, 5=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 Ib down and 102 Ito up at 1-6-1. 153 Ib down and 102 lb up at 1-6-1, 111 Ib down and 55 lb up at 4-4-0, 111 Ito down and 55Ib up at 4-4-0, and 141 Ito down and 1331b up at 7-1-15, and 141 Ib down and 133 Ito up at 7-1-15 on top chord, and 109 lb down and 76 lb up at 1-6-1, 109 Ito down and 761b up at 1-6-1, 40 lb down and 2lb up at 4-4-0, 40 lb down and 2lb up at 4-4-0, and 49 lb down and 16 Ib up at 7-1-15, and 49 lb down and 161b up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25„Plate Increase=125 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 11=48(F-24, B=24)13= 62(F=-31, B=-31) 14=72(F=36, B=36) 15=3(F=2, B=2) 16=-50(F=25, B=25) Walter P. Finn PE No.22839 NTek USA, Inc. FL Cod 6634 89D4 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 AWARNING-VIWdee,S Pa.a W.andNERDNOTESONTNISANDINCLUDEDMREKREFERANCEPAGEMU7473rev.INVY1015BEFOREUSE. • Design valid for use only with Mmek®connectors. This design is based only upon parameters shown, and is for on lndlvltlual building component not a truss system. Before use. the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndlvltlual hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of busses and huss systems, seeANSVwil Quality Criteria, D5549 and BCSI Building Component Safety Infoonatbmvailabie from Twos Plate Institute, 218 N. Lee Street Suite 312. Alexondrla, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply TRAVASSOS T78075249 76274 KJE5 DIAGONAL HIP GIRDER 3 1 Join Reference (optional) Phambers Thus, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:19 2019 Page 1 ID:93PAwuOUJJUFU6s8xmuvyAyf/Y?-IyBOioOdUt2K7438?ROfrt7gNA?ab0eg2kB4gyf3bM -2.9-15 3-9-9 7-0-2 2-975 3-9-9 3-2-9 Scale =1:1 BA LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.41 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.03 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(CT) -0.00 5 Na r/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=79/Mechanical, 2=346/0-7-1, 5=119/MechanimI Max Horz 2=209(LC 8) Max Uplift 4=-102(LC 24), 2=-628(LC 8), 5=-217(LC 5) Max Grav 4=90(LC 17), 2=445(LC 28), 5=135(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250.(lb)or less except when shown. TOP CHORD 2-3=-398/413 BOT CHORD 2-7=-455/338, 6-7=-455/338 WEBS 3-6=-363/490 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 011=11c) 4=102, 2=628, 5=217. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 102 to up at 1-6-1, 145lb down and 102 lb up at 1-6-1, and 39 lb down and 68lb up at 4-4-0, and 39 So down and 681b up at 4-4-0 on top chord , and 1581b down and 76 lb up at 1-6-1, 158 lb down and 76.Ito up at 1-6-1, and 15 lb down and 41b up at 4-4-0, and 15 lb down and 4 Ib up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4— 54, 5-8= 20 Concentrated Loads (Ib) Veit: 11=48(F=24, B=24) 13=72(F=36, 3=36) 14=3(F=2, B=2) 1% Walter P. Finn PE Na.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 AWARN/NG-VeHfytleslgnparamefereandREADNOTESONTHISANDINCLUDEDMIiEKREFERANCEPAGEMIP7473me lNX31015BEFORE USE, Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for on Indiddual building componenl, not a truss system. Before use. Me building designer must vedfy the applicability of design parameters and properly Incorporate this design Into Mismatch building tleslgn.Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent brocing MiTek' B olways required for stability and to prevent collapse with postlble personal Infury and property damage. For general guidance regarding the fobrlcallon, storage, delivery, erection and bracing of trusses and truss systems. seeANSVTPII Quist Sdyy Criteria. DS049 and SCSI budding Component 6904 Parke East Blvd. Safety Mformatiorgvallable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexondd¢ VA 22314. Tampa, FL 33610 Job Truss Truss Type TRAVASSOST18075250 A]D 76274 L Common. 1 Job Reference (optional) j:namoers I russ, Inc., tan Fierce, hL 8.320 s Aug 28 2019 MITek Industries, Inc. TUG Sep 10 10:07:20 2019 Page 1 1D:93PAwuOUJJUFU6s8xmuvyAyr7Y?-m9kmw80FFBABIEeKZBmN5t?laL6KT1 z4iThc7yf3bL SX6 = Scale = 1:28.2 Isp 5 4x5 = 2411 4x5 = 7-9.9 15-7-2 7-9-9 7-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(-L) -0.11 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.20 5-8 >952 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 4 rda Fla BCDL 10.0 Code FBC2017rTPl2014 Matdx-MS Wind(L-) 0.16 5-8 >999 240 Weight: 56 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or8-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=570/Mechanical, 2=692/0-8-0 Max Horz 2=140(LC 11) Max Uplift 4=-365(LC 12), 2=-567(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All, forces 250 (lb) or less except when shown. TOP CHORD 2-3=-922/737, 3-4= 920/759 GOT CHORD 2-5=-5467786, 4-5=-546/786 WEBS 3-5=-67/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL--3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(l) 1-M to 7-9-9, Exterior(2) 7-9-9 to 10-9-9, Intedor(1) 10-9-9 to 15-7-2 zone;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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at Joint(s) except Qt=lb) 4=365, 2=567. Walter P. Finn PE No.22839 MrTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: September 10,2019 Q WARNING- KnIyQs/gn Peaaefersand READ NOTES ON TNISAND/NCLUDED M?EKREFEflANCEPAGEMb7473rev. 1G 015SEFOREUBE ��- Design volld for use only with Wakes connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use, the belong designer must verify the opplicabOlN of design parameters and properly Incorporate this design Into M9 overall builtling design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for sfoblllN and to prevent collopse with possible personal lnlury and properly damage, For general guidance regarding the fabrication storage: delivery. erection and bracing of trusses and truss systems, seeANSUFrMI CualjBy. CrMlado, D37149 and SCSI Building Component 6904 Parke East Blvd. Safal1y Inlortnatbrnvoilobie from Truss Rate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Oty Ply TRAVASSOS T78075251 76274 MHV8 �Truss­Fypo Valley 1 1 Job Reference (optional) ;chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:26 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y7-bJ61 AB50rl wKT95UwPOIdMvoi704kBRsSew?pmyf3bF 6.10.8 - B-0- J ' 0-10.13 ' - 1-1-8 ' Scale=1:18.8 3x6 = 30 II 4 6 5 3x4 i 2x3 If 3x4 II Plate Offsets (X Y)-- [3:0-3-0 0-2-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Ydefl Jr! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(L-) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress ]nor YES WB 0.14 Horz(CT) -0.00 5 n/a nra BCDL 10.0 Code FSC2017/TP12014 Matrix-S Weight: 291b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS.-(lb/size) 1=97/8-0-0, 5=122/8-0-0, 6=309/8-0-0 Max Horz 1=162(LC 12) Max Uplift 1=-12(LC 12), 5=-90(LC 12), 6=-243(LC 12) Max Grav 1=97(LC 1), 5=122(LC 1), 6=312(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-252/476 Structural wood sheathing directly applied or 6-0-0 oc purims, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.OpsQ h=18tt; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 4-0-0. Intedor(1) 4-0-0 to 6-10-8. Exterior(2) 6-10-8 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent waterponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 6=243. Waiter P. Finn PE No.22639 MTek BSA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 Job Truss TrussMHV Teas Type CRY Ply TRAVASSOS T18075252 76274 Valley 1 1 Job Reference (optional) Qhambers Truss, Inc., Fort Pierce, FL 8.320 a Aug'28 ZU1 B MI I oK Industries, Inc. I us 6ep lU 1 U:U7:21 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyt7Y?.EL187U 1 tOV12MOCW 7sR7wlC6, _hw3wl7JMDEBZyf3bK 5.00 12 Zv'J II 2 a 7 3x6 = 3x4 II 3 4 Scale = 1:19.2 6 5 3x4 O. 2x3 II 3.4 II 10-0-0 1000 Plate Offsets (X Y)— [3:0-3-0,0-2-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) n1a - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) i - n/a 999 BCLL 0.0 ' Rep Stress lncr YES WE 0.17 Hoa(CT) -0.00 5 rVa n/a ' BCDL 10.0 Code FBC2017JTPI2014 Matrix-S Weight: 35111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-M oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS Zx4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=128t10-0-0, 5=153/10-0-0, 6=394/10-M Max Hoe 1=162(LC 12) Max Uplift 1=-37(LC 12), 5=-125(LC 9), 6=-303(LC 12) FORCES. (ID) - Max. Comp./Max. Ten. -All tomes 250.(lb) or less except when shown. WEBS 2-6=-292/574 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsh h=181t, B=45N; L=24ft; eave=4N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) antl C-C Extedor(2) 0.8-12 to 3-8-12, Intedor(1) 3-8-12 to 6-10-8, Exterior(2) 6-10-8 to 9-10-4 zone;C-C for members and tomes & MW FRS for reactions she=; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical wrinection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except gt=1b) 5=125,6=303. WalterP. Finn PE No72639 MTek USA Inc. FL Cart 6634 89U Parke East Blvd. Tampa FL 33610 Date: September 10,2019 ,&WARNING-Vedrydesfgnye2merera4nd READN07ES ON 7NISANDMCLUDEDMREKREFERANCEPAGEMR74"3r .. 1aN3A?015DEF0RE USE. Design voild for use oNy with MReditconnectors. INs de9ign b based only upon porameters shown, and Is for an Inciviclual building component, not a mess system. Before use, the building designer must verity Me applicability of design perometers antl properly incorporate this design Into the overall building design. Bracing Indicated is to prevent bucWhg of IMMdual less web and/or chord members only. Additional temporary and permanent bracing MOW Is always requited for stability and to prevent collapse with passible personal hjury and property damage. For general guidance regarding the fobdcafloa storoge, delivery, erection and bracing of cusses antl fruw systems seeANSVrPl1 Qualyy Creub, DSa-09 and 1101 au9ding Component 69M Parts East 61vd. Safety ktformarbrpvailoble from Truss Plate Institute. 218 N. Lee Street. Suite 312. AlexantlAc, VA 22814. Tempe, FL 33610 Job Tmss Truss Type Ory Ply TRAVASSOS T78075253 76274 MHV12 Valley 1 1 Job Reference (optional) 4;namoers I nos, Inc., Von Fierce, rL C.Jzus Aug LSLute MIIex Inauslnes,im. Iue Sepluiumt: Lzuiv 3x5 II 5.00 12 a 7 Scale = 1:20.6 3x6 = 3x4 II 3 9 10 11 4 6 5 3x4' 2.3 II 3x4 II 12-0.0 12-0.0 Plate Offsets (X,Y)-- (3:0-3-0,0-2-41 LOADING (pst) SPACING- 2-" CSI. DEFL. in (too) /deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.74 Vert(LL) n(a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 HOrz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-S Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Stmctural wood sheathing directly applied orb-0-0 oc puriins, BOT CHORD 2x4 SP No.3except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or to-" oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/Size) 1=163/12-0-0, 5=187/12-0-0, 6=473/12-0-0 Max Harz 1=162(LC 12) Max Uplift 1=-65(LC 12), 5=-159(LC 9), 6=-353(LC 12) Max Grav 1=163(LC 1), 5=199(LC 22), 6=473(LC 1) ' FORCES. (lb) - Max. GompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-334/592 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f; B=45f ; L=24ft; eave=4f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Intedor(1) 3-8-12 to 6-10-8, Exteror(2) 6-10-8 to 11-1-7. Interior(1) 11-1-7 to 11-10-4 zone;C-C for members and fames & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 1 except Qt=lb) 5=159, 6=353. Walter P. Rnn PE NoIU39 MTek USA, Inc. FL Ced 66U 6904 Parka East Blvd. Tampa FL 33610 Dale: September 10,2019 Job Truss Truss Type Oty Ply TRAVASSOS T78075254 76274 MHV14 Valley 1 1 Job Reference (optional) phambers Truss, Inc., Fon Pierce, FL 44 = 3 8.320 a Aug 28 2019 MITek Industries, Inc. Toe Sep 10 10:07:22 2019 Page 1 ID:93PAw OUJJUFU6s8XmuvyAyt7Y?-iXsWKp2VnoOu_XnjhZyMTWIMpN5VoOOGX0yog?yt3bJ 2a3 II 11 4 12 Scale =1:23A 3.4 II 5 3X4 i 2L1 II 213 II 2a3 h 63X4 II 6-10.8 7-1-8 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Ved(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Veri(CT) n/a. - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Ho2(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 53lb FT=20% LUMBER- -BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4SPNo.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bmcing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (Ib) - Max Horz 1=162(LC 12) Max Uplift All uplift 100 lb or less at jaint(s) 1, 6 except 7=-245(LC 9), 9= 219(LC 12), 8=-136(LC 12) Max Gmv All reactions 250 Its or less at joint(s) 1, 6,8 except 7=295(LC 1), 9=274(LC 17) FORCES. (lb) - Max. GomplMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-219/322, 2-9=-196/353 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh 13CDL=3.Opsh h=18tt; B=45N; L=24tt; eave=4h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) 0-8-12 to 4-", Intmor(1) 4-0-0 to 6-10-8, Extedor(2) 6-10-8 to 11-1-7, Intmor(1)11-1-7 to 13-10-4 zone;C-C for members and fomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent waterponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chard live load nonconcurrent With any other live loads. 5) ' This Imss has been designed for a live load Of 20.0psi on.the bottom chord in all auras where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 6 except Ql=1b) 7=245, 9=219, 8=136. Walter P. Finn PE No2n39 MITek USA, Inc. FL Cad 6634 6904 Parke Ent Blvd. Tampa FL 33610 Data: September 10,2019 ,&WARNING - Verify Eesi1a1arameters4nd READNOTES ON TNLSANDWCLUDEDMn KNEFE NCEPAGEMIFI4ma .. ftMcT159EFONEUSE Design valid for use only with MBek® connectors. rats design Is based only upon parameters shown, and Is for an Individual building component not a frus system. Before use, Me building designer must verify the applicablity of design parameters and properly incorporate this design Into the overall buildingdesign. Bracing indicated is to prevent buckling of inc Mdual truss web and/or chord members only. Motional temporary and pecnonenf bracing is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVI711 Gual1ppyy Criers. D36-0P and lCSI Building Component' Safety,Inlpmlatblgvoiloble from I. Rate Institute. 218 N. Lae Street Suite 312 Alexandria VA 22314. Miiek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply TRAVASSOS T78075255 76274 MHV16 Valley 1 1 Job Reference (optional) ynamoers I cuss, Inc., ran nerce, rL 4x4 = 3 o.ozo s rug zo m ro ml r ert nmusmes, nth. rue aep ra mvrcu a r a raye r ID:93PAwuOUJJU FU6s8XmuvyAyf7Y1-AkOVY937Y6Y1chMVEHTb7jHVGnOAXrAOmgiLDSyt3bl 2x3 II 11 12 4 13 Scale=1:26.4 3x4 It 5 3x4 i 9 8 7 6 2x3 II 2x3 II ere II 3x4 II 6-10.8 94-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.41 Ven(LL) rVa - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 59lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purilns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (Ib) - Max Hoe 1=162(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 6=-109(LC 9), 7=-314(LC 9), 9=-214(LC 12), 8=-159(LC 9) Max Gray * All reactions 250 lb or less at Joint(s) 1, 6, 8 except 7=381(LC 1). 9=265(LC 17) ' FORCES. (Ib) - Max. ComplMax. Ten. -All tomes 250 (lb) or less except when shown. WEBS 4-7=-283/374,2-9=-191/333 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.0psf; h=18ft; B=451t; L=24ft; eave--4f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(l) 4-0-0 to 6-10-$ Extedor(2) 6-10-8 to 11-1-7, Interor(1) 11-1-7 to 15-10-4 zone;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 pending. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument With anyother live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joints) 1 except (jt=lb) 6=109, 7=314, 9=214, 8=159. Vialter P. Finn PE No12839 MTek USA Inc. FL Cad 6634 ISM Parke East Blvd. Tampa FL 33810 Date: September 10,2019 ,&WARNING-VerifyEesfgn pararm,h,..d RE4DNOTES ON THIS AND INCLUOEOMI REFERANCEPAGEMIFMM.v. IGMU2015SEFOFE USE Des'gn valid for use only with Mi connectors. This design Is based only upon parameters ulmm, and is for an Individual building component. not a muss system. Before use. Me building designer muss verity me applicability of design parameters and properly Incorporate this design Into fine overall building design. Bracing Indicated is to prevent bucMing of individual trr=•web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always Named for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding Me fobrication, storage, delivery, erection and bracing of trusses and muss systems seeANSUIPIt Gui Criteria, D35i and SCSI Building Component 69N Parke East Blvd. Safety Infomsolbrpvolloble from Truss Plate Im11Me. 218 N. Lee Street. Suite 312 Aleaondric. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply T18075256 76274 MHV17 Valley t 1 �TRAVASSOS Job Reference o tonal Lnamoem I Mae. mc., ran clam., rL • Scale =1:28.9 4`4 = 2x3 II 3x4 11 3 12 13 14 4 15 5 3x4 4 10 9 8 7 6 2x3 II 2x3II 3.6 = 2x3 II 3.4 11 LOADING (psQ SPACING- 2-0-0 CS'. DEFL. in (lac) -Utlefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ved(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ve VT) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) .0.00 6 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 64 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins, BOT CHORD 2x4 SP No.3 except end vedicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-6-0 (lb) - Max Horz 1=162(LC 12) Max Uplift All uplift 100 Ib or less at Joint(s) 1 except 6=-129(LC 9), 7=-362(LC 9), 10=-209(LC 12), 9=-175(LC 12) Max Gmv All reactions 2501la or less at Joint(s) 1, 6 except 7=445(LC 1), 10=257(LC 17), 9=263(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-3291416, 2-10=-1881319, 3-9=-183l259 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.Opsf, h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 6-10-8, Exterior(2) 6-10-8 to 11-1-7, Interior(1) 11-1-7 to 17-4-4 mne;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) 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 members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at Joint(s) 1 except at=lb) 6=129, 7=362, 10=209, 9=175. Walter P. Finn PE N0.22639 MTek USA Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 Q WARNING -very, designpammeferaand READ NOTES ON TNISANOINOLUOEO MTTEKHE£ERANCEPAGEMM170TJrev. 1003,20156EFOBEUSE Design valid for use omy WM MnekS connectors. This design abased any upon parameters shown. and is for an individual building component, not a tmss system. Before use, the budding designer must verity the appllcobUy of design parameters and property incorporate this design Into ire overall bulldingdasign. Bracing indicatedlstopreventbucidingofIndNldualtrusswebandlorchordmembersonly. AdditionaltemWraryondpe=cneNbrochg M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fabrication, storage: dalNery, erection and bracing of trusses and truss systems seeANSVm11 Gu" CIReM; DSB49 and BCSI Building Component 69M Parke East Blvd. Safety Infaanalbmvalable from Truss Mote Institute. 218 N. lee Street Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Type Oty Ply TRAVASSOS T78075257 �Tnuss 76274 MHVA �Truss Valley 1 1 Job Reference (optional) .Chambers Truss. Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:26 2019 Page 1 ID:93PAwuOUJJUFU6seXmuvyAyf7Y?-bJ61AB50rlwKT95UwPOIdMvzX?SPkBXsSew?pmyf3bF 4x4 = 3x4 G 7 6 53x4 II Scale-1:25.5 2.3 II 9-11-8 2x3 II 1440 9-11-8 I 4-0.8 LOADING (psl) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Verl(LL) n1a - n/a 999 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00. 5 n/a Na BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight 55 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (to) - Max Horz 1=243(LC 12) Max Uplift All uplift 1001b or less at joints) 1 except 5=-119(LC 9). 7=-33B(LC 12), 6=-171(LC 12) Max Grav All reactions 2501b or less at joint(s) 1, 5 except 7=416(LC 1), 6=303(LC 17) FORCES. (Ib) - Marc CompJMax. Ten. -All forces 250.(lb) or less except when shown. WEBS 2-7=-302/454, 3E=-183/328 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) 0.8-12 to 3-8-12, Intedor(1) 3-8-12 to 9-11-8, Exterior(2) 9-11-8 to 13-10-4 mne;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent With any other live loads. 5) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas.whers 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 to uplift at joint(s) 1 except at=lb) 5=119, 7=338, 6=171. VlalterP. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 O WARNING -Vedrydesl9nPnmefersand REAONOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMsMm.x. fGNdaDISBEFOREUSE valid for use onlywlih MneM connectioa. Rlls design Is based only upon parameters Srown. and Is for an Individual building component net wit a tnra system. Before use, the. bu0tling devgner must venfy the appflcabllily of design parameters and properly Incorporate this design Into Me overall budding design. Bracing indicated b to prevent buckling of individual trues web analor chord members only. Additional temporary and permanent bracing MiTek' is always requhed for stability and to prevent collapse with poZble personal Injury antl property damage. For general guidance regarding me storage, delivery, erection and broa ng of trusses and tnus systems, seeANSVTFIT Goamy CdMtb, O96dD and 6C31 Building Component 69Nfabrication Parke Blvd. Spr.ry hloenptbtpvailabie hen Truss Rate InsfiMe, 218 N. Lee Sheet Sude 312, Alexandra, VA 22314. We Tampa, FL 338f 0 Tarr Job Truss Truss Type Oty Ply TRAVASSOS T78075258 76274 MHVB Valley 1 1 Job Reference (optional) .Chambers Toss, Inc., Fart Pierce, FL 8.320 a Aug 28 2019 MiTek Industries, Inc. Tue Sep 10 10:07:28 2019 Page 1 ID:93PAwuOUJJUFU6sBXmuvyAyf7Y7-XhDobt7GMeA2iSR1 g3min7G1ol5C5S9wyP6uly13bD 3x6 = 3x4 = Scale = 1:25.2 3x4 i airs11 53x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.79 BC 0.49 WB 0.17 Matrix-S DEFL. in (loc) Udefl Ud Ved(LL) n/a - n/a 999 Ved(CT) n/a - r✓a 999 Horz(CT) -0.00 5 Na rVa PLATES GRIP MT20 244/190. Weight: 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end veNcels. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. fib/size) 1=158/12-M.5=183/12-M,6=483/12-M Max Horz 1=243(LC 12) Max Uplift 1=-28(LC 12), 5=-133(LC 9). 6=-379(LC 12) Max Gmv 1=158(LC 1), 5=183(LC 1), 6=487(LC 17) ' FORCES. fib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-132/256 WEBS 2E=-358/579 NOTES- 1) Wind: ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=18N; B=45f; L=24f ; eave=4f; Cat. II; Exp C; Encl.. GCpi=0.18; MvNFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-11-8, Extenor(2) 9-11-8 to11-10-4 zone;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1 except Gt=lb) 5=133, 6=379. Walter P. Finn PE No22839 MiTek USA, Inc. FL Can 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 Q WARNWO- Verify deslgnpammefersandREAONOTES ON TNISAND INCLUDED 11147EKREFERANCEPAGEMe74 env. fals=0159EF0REU5E valld for use only with MffekS connectors. This design b based only upon parometers shown, antl B for on Individual building component, not IS a truss system. Before use, the building designer must vanity the applicability of design parcmeters and properly incorporate this design Into the overall building design, Bracing Indicated Is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 0 always required for stability and to prevent C011cpsa with possible personal Injury and goperty carnage. For general guidance regarding the fobrkonon, storage, delivery, erection and bracing of trusses and toss systems, seeANSVIPil Qualpy Criteria, DS349 and BCSI Building Component 69M Parke East Blvd. Safety Womratbmvaeoble from Truss More InstlMa. 218 N. Lee sheet. SLlte 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T18075259 76274 MV2 Valley 3 1 �TRAVASSOS Job Reference (optional) ,Chambers Truss, Inc., Fort Pierce, FL 3x4 8.320 s Aug 28 2019 MiTek Industnes, Inc. TUB Sep 1010:07:31 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-xGmDu98fZZdZvnAiycTKPdyZOA?PUtbcvemV_yt3bA s nnRo 2 3 Scale =1:6.9 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (too) Vde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WEI 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Gods FBC2017/rP12014 Matrix-P Weight 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 Sid No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/slze) 1=47/2-0-0, 2=34/2-M, 3=13/2-0-0 Max Hors 1=33(LC 12) Max Uplift 1=-24(LC 12), 2=-42(LC 12) Max Grav 1=47(LC 1). 2=35(LC 17), 3=25(LC 3) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2411;.eave=4D; Cat. II; 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-M wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of beefing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wdthstanding 100 Ib uplift at Joints) 1, 2. WalterP. Finn PE No22839 MTekUSA, Ins FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 QWARNING-Verity design paremetereand READ NOTES ON MIS AND WCLUDEDMIFEKBEFERANCEPAGEM 7473mi, 1BA34015 BEFORE USE Design valid for use only with MRekfis connectors. Mis design Is based only upon parameters shown. and Is for an Individual building component. not a Bass system. Before use, the bulls ing designer must verlty the applicability of design parameters and properly incomorote his deign into he overall buildhg desgn. Bracing Indicated 5 to prevent buckling of lndvidual buss web and/or chord members only. Additional temporaryand peananent brocing WOW Is always required for stability and to prevent collapse with passible persorwl Injury and property damage. For general guidance regarding the fabrication, storage, delivery. section and bracing of tnrsees and truss systems, weANSVIPII CaplIl1ryry CIBene, DS34P and SCSI SWdSIC Component 69N Parke East Blvd. Safety Mlasnafbrcrvallable from Truss Plate InstiNte. 218 N. Lee Street. Suite 31Z Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Cry Ply TRAVASSOS T78075260 76274 MV4 Valley 3 1 Job Reference (optional) .Vnamber5 I=a, Inc., Pon Pierce, rL 5.320 s Aug 28 Zulu MI 1 ek Industries, Inc. Tue Sep l O l0:07:32 2019 Pagel ID:93PAwuOUJJUFU6s8XmuvyAyf/Y7-PTTIREAmQthUB4YeGf7itd91 dPUhex7kgZNK1 Oyt3bg 3x4 - 3x4 II LOADING (psf) SPACING 2-0-0 CS"DEFL. in (too) Ndefl Ud TCLL 20.0 Plate Grip DOL 1)25 TC 0.50 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) Na - We 999 BCU- 0.0 ' Rep Stress [net YES WB 0.00 Hoa(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP Ni WEBS 2x4 SP No.3 SOT CHORD REACTIONS. (fie/size) 1=116/4-0-0, 3=116/4-0-0 Max Horz 1=82(LC 12) Max Uplift 1=-59(LC 12), 3=-93(LC 12) Max Grav 1=116(LC 1), 3=117(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All tomes 250 (lb) or less except when shown. 7 Scale = 1:11.1 PLATES GRIP MT20 2441190 Weight: 13 lb FT=20% Structural wood sheathing directly applied or 4-0-0 oc pudins, except antl verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2411; eave=Aft: Gat. II; Exp C; Encl., GCpi=0.16; MWFRS (directional) and C-C Ekledor(2) zone;GC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip 1301 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 to uplift at joints) 1, 3. Walter P. Finn PE NoIU39 Mi rek USA, Ina FL Cart 6634 69U Parke East Blvd. Tampa FL 3361D Date: September 10,2019 0 wkAwl D-VexKydesfgnpa2metemend READNOTES ON TNISANDwCLUDEDNREKREPENANCEPAGEM67=rev. lNDIDamusa FORE USE • Design valid for use only wire MneM connectors. This design h based only upon parameters shown and Is for an Individual building component, not a fuss system. Before use, the building designer must verity me applicability of design parameters and properly Incorporate this design Into me overall builtling design. Bracing indicated is to prevent bucWing of individual thus web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always recurred for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding me fabrication. storage. delNery, creation and bracing of busses antl truss systems seeANSUIPII Quagly Ciffi DSB49 and SCSI Building Component SON Parke East Blvd. Safely mformationovollable from Tens Rate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T18075261 76274 MV6 Valley 2 1 �TRAVASSOS Job Reference (optional) �namoers I rues, Inc., ran rlerce, rL 8.320 5 Aug 28 2019 MI 1 ek industries, Inc. 1 ue Sep 10 10:07:34 2019 Page 1 ID:93PAwuOUJJUFU6s8XmuvyAyf7Y1-Mrb3swB1 yUxBONiOO4AAy2EObDBKcggl llsQ6Jyl3b7 3.4 It 3 5 4 3x4 2.3 II 3x4 II Scale: 3/4'=1' LOADING (psQ SPACING- 2-M CSI. DEFL In (loc) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) n/a - We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.13 Horz(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -la Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 20 SP No.3 REACTIONS. (lb/size) 1=56/6-0-0, 4=84/6-M, 5=239/6-0-0 Max Harz 1=134(LC 12) Max Uplift 4=-67(LC 12), 5=-192(LC 12) Max Grav 1=56(LC 1), 4=85(LC 17), 5=242(LC 17) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-213/423 Structural mod sheathing directly applied or 6-M oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=off, Gat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12,.Intedor(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 fora 10.0 psi bottom chord live load nonconcument 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 )oini(s) 4 except at=lb) 5=192. Walter P. Finn PE NoIH39 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 10,2019 O WARMING- Vedfxdesianperamerersand READNOTES ON MIS AND wCLUDEUMREKREFERANCEPAGEM67473rex. I&T32015REFORE USE Design valid for use only with MBekes connectors. This design is based only upon parameters shown and Is for on Indrodual building companent, not a muss system. Before use, the bullding designer must verify the applicability of tleslgn parameters and property Incorporate thb design Into the overall building tleslgn. Bracing Indicated 6 to prevent bucNing of lndNldual trust web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fobricori storage. delivery. erection and bracing of busses and truss systems, seeANBU09t Qua0y Criteria, DSa49 and SCSI Budding Component 69M Parke East Blvd. Safety Nfoanatb]gvolloble from Truss Rate Institute, 2W N. Lee Sheet Suite 312 Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply TRAVA8809 T78075262 76274 MV8 Valley 1 1 Job Reference (optimal) o.ocu 6 mug ac eui a mu ex mausmes, inc. me cep m Iu:u rat au la rage ID:93PAwu0UJJUFU6sBXmuvyAyf7Y7-mDGBUyEvFPJmHrRb3Djtagsum0A0p98U r55iey13b4 3x4 It 3 5 4 3x4 2x3 II 3x4 II Scale-1:20.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress ]nor YES WB 0.14 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=85/8.0-0, 4=112/8-0-0, 5=331/8-0-0 Max Horz 1=187(LC 12) Max Uplift 4=-90(LC 12), 5= 266(LC 12) Max Grev 1=85(LC 1), 4=113(LC 17), 5=336(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/122 WEBS 2-5=-277/478 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL--3.Opsh h=18N; B=45N; L=24h; eave=4f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-8-12 to 4-0-0, Intedor(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0lost bottom chord live load nonconcurrenl 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 Ib uplift at joint(s) 4 except Qt=lb) 5=266. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart6634 9904 Parke East Blvd. Tampa FL 33810 - Date: September 10,2019 QwABNING- yetdy4eslgnperamerer SshdR ADNOTES ON TN/SANOMCLUOEOMI(EKBEFENANCEPAGEMIP7Yme 1asxxsm5BEF RF USE Design valid for use only win Nl connectors. Th6 desgn is based only upon parameters drown, and Is for on irdi iduol building component not a truss system. Before use, the building designer must verify Me applicobady of design parameters and properly incorporate this design Into the overall bulltling design. Soong indicated B to prevent buckling of indlvitlual hum web and/or chord members only. Addltlonol temporcry and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and properly, damage. For general guldonce regarding the fabrication, storage. delivery, erection and bracing of humor and hum systems, seeANSVIPiI Quail u CMnln, D5849 and SCSI Building Component 69M Parise East Blvd. Safety Mfomsatbmvotoble from Tees Rate Institute, 218 N. Lee Sheet Sure 312, Alexandria, VA 22 14. Tahoe, FL 33610 Job Truss Truss Type Oty Ply TRAVASSOS T180752fi3 76274 MV10 Valley 1 1 Jab Reference (optiorla0 namDers I was, Inc., ran rreroe, rL oamsnug mzms mnexmausrnes, um. Iue ae, ie iu:erae 4ma rage i ID:93PAwuOUJJUFU6s8xmuvyAyf7Y7-T4LYOZ8 W uGRm=OF9F5EnC4f5cI0g7KSNGuOyYyf3bB 3.4 II Scale =1:24.5 3 3x4 � 2.3 II 43x4 II LOADING (psf) SPACING- 2-0-0 CS'. DEFL In (loc) Vdefl Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.63 Vert(LL) Na - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ven(CT) Ida - Na 999 BCLL 0.0 ' Rep Stress Incr YES We 0.15 Horz(CT) -0.00 4 We Na BCDL 10.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 Ste No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=121/1G-0-0,4=147/10-".5=408/10-" Max Ho¢ 1=239(LC 12) Max Uplift 4=-118(LC 12), 5=-327(LC 12) .Max Gmv 1=121(LC 1), 4=149(LC 17), 5=413(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 2921129 WEBS 2-5=-321/496 PLATES GRIP MT20 2441190 Weight: 371b FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end vedicals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h-181F B=45ft; L=24tt; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 0-8-12 to 3-8-12, Interior(l) 3-8-12 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 bottomchord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 4=118, 5=327. WaltarP. Finn PE No.22639 MTek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Date: September 10,2019 Q WARNING -Verify desfgn pemmeters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCEPAGE MIF7473 rev. 101A'U2915 BEFORE USE Design valid for use only with Mnek® connectors. Min design Is based only upon parometers shown and Is for an Individual buUdhg component, not �,- a toss system. Before use. Me building designer must vedpme applicobMy of design parameters and properly incorporate this design Into the overall bUldingdosgn.&acing Indicated Is to prevent bucking of individual truss web and/or chord members only. Atlditional temporary and pennonentbrachg WOW Is always ieauaed for stobllHy and to prevent collapse wM possible personal Injury and property damage. For general W done regarding me fabrication, storage, dellvery, erection and bradng of trusses and Muss systems, seeANSVIPII Quay Criteria. OSS49 and BCSI Building Component 69M Parke East Blvd. SaOely Informafbfwoilabie from Truss Rate Institute, 218 N. Lee SMeof. State 312. Alexantld¢ VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 374 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. For 4 x 2 orientation, locate plates 0-1he' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MTek20/20 software or upon request. PLATE SIZE The first dimension Is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing If Indicated. 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/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System i 6-4-8 I dimensions shown Inftsixteenths t scale) (Drawings not to scale) I 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. O 2012 MITek® All. Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system e.g. diagonal or X-brocing, is always required. See SCSI. 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 membersto bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13, Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria,