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HomeMy WebLinkAboutTRUSS PAPERWORKSite Information: Customer Info: ADAMS HOMES Lot/Block: 40/55/08 Address: 5609 PALM DR,. City: FORT PIERCE Project Name: 1788676 Model: Subdivision: ST LUCIE State: FLORIDA Name Address and License # of Structural Engineer of Record, If Name: License #: Address: City: State: 6904 Parke East Blvd. Tamoa. FL 33610.4115 AUG 13 ' 11q is one, for the build! Lucie County, Permitting ATES General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 42 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 T17282889 A01 C 6/7/19 23 2 T17282890 A02C 6/7/19 24 3 T17282891 A03C 6/7/19 25 4 T17282892 A04C 6/7/19 26 5 T17282893 A05C 6/7/19 27 6 T17282894 A06 6/7/19 28 7 T17282895 A07 617/19 29 8 T17282896 A08 6/7/19 30 9 T17282897 A09 6/7/19 31 10 T17282898 A10 6/7/19 32 11 T17282899 All 6/7/19 •33 12 T17282900 Al2 6/7/19 34 13 T17282901 A13 6/7/19 35 14 T17282902 A14 6/7/19 36 15 T17282903 A15 6/7/19 37 16 T17282904 A16 6/7/19 38 17 T17282905 A17 6/7/19 39 18 T17282906 A18 6/7/19 40 19 T17282907 A19 6/7/19 41 20 T17282908 A20 6m19 42 21 T17282909 A21 6/7/19 22 T17282910 B01 C 6/7/19 Seal# Truss Name Date B02C 617/19 C13C V7/19 C1 P 6/7/19 C3 617/19 C3P 617/19 C5P 6M19 D01 6/7/19 D02C 6/7/19 El 19 6f7/19 E7 6/7/19 P HI 6M19 HIP 6/7/19 H7 6/7/19 H7P 6/7/19 L04 U7119 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin 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 jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. MIN ��wu►nn. E N '. 68182 •� Z ,E = • 0= STATE OF h11111 C�O py oaguln Vel PE No.6 L Trek Usk... FL Cad 6634 6 Parke Blvd. Tampa R. 33610 0 June 7,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply LOT 40/55/OB STC/INDIAN RE T17282689 1788676 A01C SPECIAL 2 1 Job Referent (optional) Builders FrstSaurce (Plant City, FL), Plant City, FL-33567, 8.240 Inc. Fri Jun 712:42:242019 Scale=1:63.3 &00 12 5.6 e, Sz8 % 3.00114-74 ax. a Ore 11 14-B-12 a.e F Sz8 \\ ez0� 2xd II 5.8 II 23-2-12 a10.2 1<-4-0 19.74 12_ 30. 22-11,; 2BOU 31iU r 610-2 7.5-14 53-4 2-7-12 b&8 asa sao 087 Plate Offsets (X Y)-- [2:0-4-6 Edae][2:0.2-3 Edgel I4:0-3-0 03-41 [5:0-0-8 0-2-81 17:0-3-0 0-3-01 [8:0-04Edge1 [8:0-6-0 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ved(LL) 0.52 11-12 >776 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Ven(CT) -0.7011-12 >573 180 BCLL 0.0 Rep Stress Incr YES We 0.80 Ho2((-iT) 0.37 8 1 n/a BCDL 10.0 Code FBC2017/TPI2014 Malrix-MSH Weight: 184 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 5-0-0 oc bracing: 9-10 WEBS 1 Row at midpt 6-11 REACTIONS. (fib/size) 2=1307/0-8-0, 8=1232/0-8-0 Max Hom 2=296(LC 10) Max Uplift 2=-786(LC 10), 8=-714(LC 11) FORCES. (III) - MaK COmPJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4028/2576, 3-0=-3850/2453, 4-5=-3033/1982, 5-6=-2026/1402, 6-7=-2596/1755, 7-8= 2365/1628 BOT CHORD 2-12=-2403/3654, 11-12=-1940/3275, 10-11=-1330/2351, 9-10=1373/2164, 8-9=-1337/2093. WEBS 3-12- 169/330,4-12=-238/472,4-11=-599l712,5-11=-1227/2097, 6-11=-622/676, 7-10=-53/257, 7-9=-420/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; IAAFRS (envelope) gable end zone and C-C Exterior(2) -14-0 to 4-1-10, Interior(1) 4-1-10 to 11-2-6, Exterior(2) 11-2-6 to 224-12, Interior(1) 22-4-12 to 27-10-6, Exterior(2) 27-10-6 to 334-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcumant with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 6) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except (jt=lb) 2=78618=714. Joaquin Velez PE No.68182 M7ek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 7,2019 Q WARNING -Nd/ydeslSnparametemand READ NOTES ON TNISANO MCLUUED MITEKREFERANCEPAGEM67973n:v. I&VII1016aEFORE USE Design valid for use only with MBekW connectors. This design Is based only upon parameters shown and Is for on indNltlual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate finis design Into the overall bulldingdedgn. Bracing Indicated Is to buckling ofindividual truss web and/or chord members only. Addilionaltemporary and permanent bracing MiTek' prevent Is always required for stall and to prevent collapse with possible personal Injury and property domage. For general guidance regarding the fabricallon storage, delivery, creation and bracing of trusses and truss systems. seeAN$VIPll Cua13v CtMrks, DSS-69 and SCSI building Component 69U Parke East Blvd. Safety Infurmationcycllable from Truss Plate Institute. 218 N. Lee Street Suite 312, Nasantlao. VA 22314. Tampa. FL 33610 Jab Truss Truss Type 01y Ply LOT 40/55/08 STCANDIAN RE T77282890 1788676 A02C SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 MiTek Industries, Inc_ Fri Jun 712:42252019 d Sea 11 6.00 12 rB o 3.0011218-7-4 _ 2xA II 14-8G2 1 54 e F 2x 5x8 kk 4 II 6x6x T 8 = Scale: 31 LOADING (psQ 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/rP12014 CSI. TC 0.91 BC 0.96 We 0.94 Matrix-MSH DEFL. Veri(LL) Vert(CT) Horz(CT) in (too) I/defl Ud 0.53 12-13 >750 240 -0.70 12-13 >573 180 0.37 9 1 1 PLATES GRIP MT20 244/190 Weight: 192 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 5-4-0 oc bracing: 10-11 WEDGE WEBS 1Row at midpt 6-12 Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=1301/0-8-0, 9=1226/0-8-0 Max Horz 2=378(LC 10) Max Uplift 2=-780(LC 10), 9=-714(LC 11) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4007/2678, 3A--3829/2558, 4-5=-3010/2097, 5-6=-2010/1473, 6-7=-2587/1728 BOT CHORD 2-13=-2539/3635, 12-13=-2186/3255, 11-12=-1507/2338, 10-11=-1211/1900, 9-10=-1383/2051 WEBS 3-13=-169/326,4-13=-232/473, 4.12=600/712, 5-12=-1334/2092, 6-12=-631/654, 7-11= 284/425,7-10=-025/404, 7-9=-2324/1567 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124rl TCDL=4.2psf; BCDL=5.Opsf; h=15N; Cat. II; Exp C; Encl., GCpl=0.18: MWFRS (envelope) gable end zone and C-C Exierior(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 11-2-6, Exterior(2) 11-2-6 to 22-4-12, Interior(1) 22-4-12 to 29-3-8, Exterior(2) 29-3-8 to 33-2-4 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. 6) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSITPI i angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) 2=780, 9=714. Joaquin Velez PE No.68182 fill USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 3381D Date: June 7,2019 O WARNING -Pedly des/9n SarameMra and READ NOTES ON THIS AND INCLUDED MDEK REFERANCE PAGE MDJ4" ex iNAY4015 BEFORE USE. Design valid for use only with MnekO connectors. This design is based only won parameters shown, and Is for an Individual building component, not �� a truss system. Before use, The building designer must verity me cppllcab l yof design parameters and properly Incorporate this design Into the overall bulldingd ign.BracingIndicatedistopreventbucklingoflncMdvaltrusswebantl/or chord members only. Additional temporary and permanent bracing MiTek' b always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and thus systems, seeANSVIP11 Quality CMedo, DSB419 and BCSI Building Component 69M Parke East Blvd. Safety Ulfoanahonavolloble from Taus Plate Institute. 218 N. lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type IDty Ply LOT 40/55/08 STCANDIAN RE T17282891 1788676 A03C SPECIAL 1 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:26 2019 Page 1 Scala =1:65.2 6.00 12 5x6 C axa � 3.001128-7.4 -- 2x4 II 14-8-12 1 5 8 yTP Sx8 \\ 5u6 = 3x6 11 2.4 11 6-10.2 14-0-0 19-7-4 22-11-5 23 12 28-0.0 33.4-0 8-10.2 7-5.14 534 3-4-1 0. -] 4-9-4 5.4-0 Plate Offsets (X Y)-- f2:0-4-6 Edaef 12:0-2-3 Edaej 14:0-3-0 0-3-41 15:0-3-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.54 12-13 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.6912-13 >573 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.96 Horz(CT) 0.35 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 1941b FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEDGE WEBS Leff: 2x4 SP No.3 REACTIONS. (lb/size) 2=1301/0-8-0, 9=1226/0-8-0 Max Horz 2=418(LC 10) Max Uplift 2=--777(LC 10), 9= 720(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4008f2729, 3-0=-3829/2610, 4-5=-3011/2155, 5-6=-2012/1510, 6-7=-2543/1755, 7-8=-1740/1171 BOT CHORD 2-13=-2604/3636, 12-13=-2294/3254, 11-12=-1562/2317, 10-11=-1474/2155 WEBS 3-13= 169/326,4-13=-231/473,4-12=-599(709,5-12=-1363/2076,6-12=-602/578, 8-9=-11781868,7-10=-1493/1131,8-10= 1362/2023 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or2-2-0 oc bracing. Except: 4-10-0 oc bracing: 10-11 1 Row at midpt 6-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f ; Cat. Ig Exic C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 4-1-10, Intedor(1) 4-1-10 to 11-2-6, Exterior(2) 11-2-6 to 22A-12, Interior(1) 22-4-12 to 27-8-10, Extedor(2) 27-8-10 to 33-2-4 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 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joints) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ut=lb) 2=777, 9=720. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING-Ven/ydesrgnpss1..etersand READNO7ES ON TNISANDwCLUDEDMIrENREFERANCERAGEMO74idrex. 10=2015BEFORE USE Design valid for use only with Mrek& connectors.This design Is based only upon parameters shown. and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulldingdeci Bracing Indicated Is to prevent buckling of Individual tun web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possibly personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, s9eANSVrp0 Quo Criteria, DSB49 and SCSI Building Component Sabty mformationavarable from Truss Rote Institute 218 N. Lae Street Suite 312 Alexandria VA 22314, 6904 Parke East BNtl. Tampa, FL 33610 Jab Truss Type ty Ply LOT 40/55/OB 6TCRNDIAN RE T77282892 1788676 A04C ISPECIAL 1 1 Job Reference (oytional Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 a May 132019 MTek Industries, Inc. Fri Jun 712:42:272019 6.00 12 3.00112 5x6 ZZr 2x4 It 2x4 11 2x4 II 23 2-12 D:2 I - N21-5-2 22-11.5 2a-0a 334-0 r slo-z I ]-s14 sas F1-9-14 1-1� 494 1.5x8 STP = Scale = 1:65.2 LOADING (pat SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.54 12-13 >741 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(DT) -0.6912-13 >581 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 194 lb F7=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 7-8: 2x4 SP M 31 - BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1301/0-8-0, 9=1226/0-8-0 Max Horz 2=459(LC 10) Mate Uplift 2=-773(LC 10), 9=-728(LC 11) FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4008/2766, 3-4= 3829/2648, 4-5=-3011/2198, 5-6=-2013/1537, 6-7= 2517/1779, 7-8=-1251/833 BOT CHORD 2-13- 2672/3636, 12-13=-2389/3254, 11-12=-1610/2306, 10-11=-1613/2290 WEBS 3-13=-169/325,4-13=-229/473,4-12- 599f707,5-12=-1391/2069,6-12=-580/518, 8-9=-1179/884,7-10=-1724/1314, 8-10=-1060/1592 Structural wood sheathing directly applied or 2-2-0 oc puffins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-7-0 oc bracing: 10-11 1 Row at midpt 6-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.1Q MWFRS (envelope) gable end zone and C-C Extedor(2)-1-4-0 to 4-1-10, Interior(l) 4-1-10 to 11-2-6, Extedor(2) 11-2-6 to 22-4-12, Intedor(1) 22-4-12 to 27-8-10, Exterior(2) 27-8-10 to 33-2-4 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nenconcurent 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVIFPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=773, 9=728. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 ,&WARNWG.Var/fydeslgnpmamefenend REAONOWSONMSANOWGLUDWMREKREFFAANOEPAGEMh74)Srev. 14Na20ISBEFOREUSE Design valid for use only with MRe& connectors. lh8 design Is based only upon parameters shown and b for on Individual building component, not ��- a truss Mtem. Before use, the building designer must verity the appilcabillly of design parameters and properly Incorporate Ns design Into the overall bulldIngdesign. BrachgIndicated IsWprevent buckling ofIndividual Mars web and/or chord members only. Additional temporary end permanent bracing MiTek' Is always required far 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 fuss systems, seeANSVIPII CuN6y CSRbdo, PS349 and SCSI Building Component Surety Inlormalbrxrvoiloble eom Truss Rafe InsnMe, 218 N. Lee Sheet Suite 312, Nexondrla VA 22314. 69M Parke East Blvd. Tampa, FL W610 Jab Truss Truss Type Ply LOT 40/55/08 STC/INDIAN RE T77282893 1768676 A05C SPECIAL ri 1 _Job Reference (options]) builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s May 13 2019 MiTek Industries. Inc. Fri Jun 7 12:42:28 2019 6.00 12 5xS O 2x4 112x4 II Sias3.00 12 2x4 11 6xB = 2x4 11 zsao star 1 eae 1 ta.a-o 1 2aoo 1 zeao 2,qo aaen 1 ' star 16e s-11-e sae 4oa 14 Scale = 1:71.1 Plate Offsets(X,Y)-- f2:0-2-6,Edge1 f5:0-5-4,0-2-01 f10:0-3-80-3-01 f12:0-4-BO-3-41116:0-2-00-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.3711-12 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.7911-12 >430 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) -0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 203 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 6-8: 2x4 SP No.2, 12: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 14-15: 2x4 SP No.2 P WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-11 REACTIONS. (lb/size) 2=1091/0-8-0, 10=1437/0-8-0 Max Horz 2=499(LC 10) Max Uplift 2=-674(LC 10), 10=-869(LC 7) FORCES. (Ib) -Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3130/3453, 3-4=-2186/2640, 4-5=-2129/2867, 5-6=-1490/1913, 6-7= 784/830, 7-8=-296/170 BOT CHORD 2-13=-3424/2801, 12-13=-3475/2727, 11-12=-1124/1009, 10-11=170/296 WEBS 3-13=0/354,3-12=-765/1103,5-12=-1741/1454,6-12=-454/332,7-11=-1546/1308, 7-10=-1195/1379,8-10= 238/417,4-12=-237/488,6-11=-1005/1456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Extedor(2) 4-1-10 to 11-2-6, Comer(3) 11-2-6 to 22-1.10, Exterior(2) 22-1-10 to 33-2.4 zone; cantilever right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber D0L--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 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. 7) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if It does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verity suitability of this product for its intended use. 8) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 9) Bearing at joint(s) 2 considers. parallel to grain value using ANSI/1P1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=674, 10=869. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 QWARNING.Ve1ffyd.l9nparametersend READNOTES ON MMMOMCLUDEDMREKREFERANCEPAGEM0.74nmv. 1GvD9/1015 BEFORE USE. Design valid for use any with Mpek(l) 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 buildingdeslgn. BrocingIndicated Istoprevent buckling oftrolvlduaihum web and/or chard members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible persond Injury and property damage. For general guidance regarding the mbrlcotlon. storage. delivery. erection and bracing of trusses and muss systems, seeANSUiPi1 Quality CrReis, D3849 and SCSI Building Component Safely MformDiblwvolloble from Truss Plate Institute. 218 N. We Sheet, Suite 31S Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type ty Ply LOT 40/55/08 STCANDIAN RE T17282894 1788676 A06 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 Mil Industries, Inc. Fri Jun 712:42:29 2019 Scale = 1:57.1 5xe = 5x8 = 3.6 = 4x6 = 6.00 F12 4 5 19 206 7 Sz12 4x12 II 3x6 > = ]-5-9 14.40 20-11-3 2fi-10.0 32.0-0 6.147 6-7-3 5-10:13 572-0 Plate Offsets (X.Y)- T2:0-0-10,Edge1 r3:0-4-0 0-3-01 r4:0-3-8 0-2-41 f5:0-3-00-3-01 r8:0-5-8 Edoel r12:0-2-12 0-3-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.96 Ven(LL) 0.48 12-13 >790 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Ven(CT) -0.6012-13 >640 180 BCLL 0.0 Rep Stress [nor YES WB 0.98 Hom(CT) 0.30 8 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matdx-MSH Weight: 191 It, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SPNo.1, 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1196/0-4-0, 2=1256/0-8-0 Max Ham 2=574(LC 10) Max Uplift 8=-770(LC 7), 2=-703(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-2 oc bracing. WEBS 1 Row at midpt 7-8, 6-11, 6-9. 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3802/2661, 3-4=-2851/2065, 4-5=-2320/1888, 5-6=-1510/1124, 6-7=-689/495, 7-8=-11521879 BOT CHORD 2-13=-2831/3421, 12-13=-2848/3433, 11-12=-1189/1593, 9-11- 521/733 WEBS 3-13=01260, 3-12= 848/952, 4-12=-503/907, 5-12=-883/937, 5-11=-839/823, 6-11=-870/1137, 6.9>7111/957, 7-9_ 897/1251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh, h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterio i(2) -1-4-0 to 4-1-10. Interior(1) 4-1-10 to 9-6-0, Exterior(2) 9-6-6 to 20-5-10, Interior(1) 20-5-10 to 26-4.10, Exterior(2) 26-4-10 to 31-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOI1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joints) 2 considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=770, 2=703. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING- Verifydeslenpammehrseed READ 1101E50N TNASANO INCLUDED MI/EKBEFEFANCEPAGEM6747Jrev. iGMi2015BEFOHEUSE void for use only with MBek® connectors. This design h based only upon parameters shown, and Is for an Individual bulltling component, not WitDesign a truss system. Before use, the building designer must verify the appllcabillty of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing indicated Is to prevent bucNin9ofIndividual tucsweband/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal Injury and prop" dBarymage. For general guidance regording the Stuart Ciffe�g3ld9 and BGSI BUIdbp Component lium 51te Ntl. Safety lnormotlonava0abie from Truss Plate lInstituttinge 218 N. Lee Steet.nd 312. Alexandria. 223144, Tampa, FIL 33610 Job Truss Thus Type City Ply LOT 40/55/08 STC/INDIAN RE T77282895 178867.6 A07 SPECIAL 1 1 Job Reference (optional) Builders Flrstsource (Plant City, FL), Plant City, FL - 33567. 8.240 a May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:312019 Page 1 ID:U FLsKgoi2lTgRmwP4iSOPzl3AGN-ERKtRpgjMBCH6wjjrRuuE3r3BsFgVtpMnwLkyz8gJs 1-.44-01 77 2kI92 2-24-00 ]-23 67-] 573-13 4x6 = 6.00 12 3x4 = Scale=1:57.9 5xB = 3.6 = 3x8 L Sx12 = 4.12 II --23-77-33-133 4-4-30 221m0 d0e 520:.00 ]-0. Plate Offsets (X,Y)- (2:0-0-10,Edgel T3:0-3-0 0-3-41 (4:0-34 0-2-0I [6:0-3-0 0-3-0] f8:0-5-B Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(L-) 0.49 12-13 >775 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.64 12-13 >594 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.33 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 182 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD 2-12: 2x4 SP No.1, 8-10: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1196/0-4-0, 2=1256/0-e-0 Max Hoiz 2=503(LC 10) Max Uplift 8= 784(LC 7). 2=-685(LC 10) FORCES. (lb) - Max Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3- 3785/2714, 3.4=-2922/2173, 4-5=-2965/2289, 5-6=-1692/1200, 6-7=-795/558, 7-8=-1150/859 BOTCHORD 2-13=-2819/3402, 12-13=-2835/3413, 11-12=-1588/2132, 9-11=-607/871 WEBS 3-13=0/259, 3-12=-746/822, 4-12=-649/1061, 5-12=-881/1061, 5-11=-10111929, 6-11=-845/1185,6-9=-1162/958,7-9=-916/1312 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 3-6-4 oc bracing. 1 Row at midpt 7-8, 7-9 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; Iv1WFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 7-4-12, Extedor(2) 74-12 to 18-5-10, Interior(1) 18-5-10 to 264-10, Extedor(2) 264-10 to 31-10-4 zone;C-C for members and tomes 8 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 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 tit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except (jt=lb) 8=784, 2=685. Joaquin Velez PE No.68182 fill ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361a Date: June 7,2019 Q WARNMG-Verify des/gn parameters end READ NOTES ON MIS AND P'CLUDEG MREK REPERANCE PAGE MIP7M . 10032015 BEFORE USE Design vend for use only with MT00 connectors. This design Is based only upon parameters shown and Is for an IndNidual bulIding 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 bucking of lndMduai truss web end/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability, and to prevent collapse with posable personal injury and property damage. For general guldonce regarding the fabircotlon storage, delivery. erection and bracing of trusses and buss systems. seeANS91P11 Quality Cdbrks. DS549 and SCSI Building Component 6904 Parke East BNd. Safety Wennallonavalloble from Truss Plate Institute. 218 N. Lee Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply=AN RET17282896 1788676 A08MONO HIP 1 ouupers mrslDource triam uly, rLd, rlam ury, rL- UJbbl, 6.24U s May 16 2U19 Mu eK mausmes, mu. rn am r Tnaz:d za i e rage i m b Scale = 1:56.1 4x6 = 3z4 = 5z6 = 2x4 II 4 5 15 16 6 17 7 3x6 i 3x8 = 4x6 = 3x4 = &a = 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 [nor YES Code FBC2017/TPI2014 CSI. TC 0.77 BC 0.84 We 0.64 Matrix-MSH DEFL. Ven(LL) Ve l(CT) Horz(CT) in (roc) I/defl Ud 0.32 11-14 >999 240 -0.62 11-14 >616 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 1661b FT=20% LUMBER- BRACING - TOP CHORD 2k4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 cc pur ins, BOT CHORD 2x4SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-7-4 cc bracing. WEBS 1 Row at midpt 5-11, 6-8 REACTIONS. (lb(size) 8=1177/0-4-0, 2=1252/0-8-0 Max Horz 2=432(LC 10) Max Uplift 8=-805(LC 7), 2=-822(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-2075/1481, 3-4=-1813/1332, 4-5=-1574/1237, 5-6>7478/1027 BOT CHORD 2-11= 1592/1810, 9.11=-1328/1715, 8-9=-815/1079 WEBS 3-11=-356/515, 4-11=-362/613, 5-11— 304/366, 5-9= 391/520, 6-9=-3717711, 6-8=-1428/1094 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 18-8-12, Interim(1) 18-8-12 to 26-4-10, Extedor(2) 26-4-10 to 31-10-4 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= 10.0psf. 6) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 0WIS) 8=805,2=822. Joaquin Velez PE No.68182 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 AwmNwG-wdfydesignpammefemandREADNOTES ONTHISANDINCLUDED MITEKREFERANCEPAGEMDJ473rr.101.Y20ISSEFOREUSE Design valla for use only with MRelxDconnectors. This design b based only upon parameters shown, and Is far an Individual bullding Component, not a truss system. Before use, me bulltling designer mist verify the applicability of design parameters and properly incorporate this design Into the overall bulltling design. Bracing Indicate! is to prevent bucWhg of Individual truss web and/or chord members only. Adtlitianal temporary and permanent bracing WOW Is always recurred for stabllity, and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding me fabrication, storage, delNery, erection and bracing of trusses and truss systems seeANSV1P11 Quality Cmnlo. DSB49 and SCSI Buldlrg Component 6904 Parke East Blvd. Softy Informationavallobie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job T Truss Type Qly Ply LOT 40/551011 STC/INDIAN RE T17282897 1788676 A09 Half Hiphus 1 1 Job Reference o tional Dwmers nrsloource triam any, rL), ream ury, rL- ddbbr, a:4Ausmaylaauiamuexmawmes,mu. nrami , Scale-1:56.1 5x8 = 2x4 II 5x8 = 4x6 = 4 5 16 6 17 7 3x6 = 3x4 = 3x4 = US = 3x6 11 3.8 = 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 [nor YES Code FBC2017(rP12014 C51. TIC0.88 BC 0.84 WE 0.87 Matrix-MSH DEFL. Ve 1(CL) Vert(CT) Horz(CT) in (too) Vdefl Ud 0.24 10 >999 240 -0.3612-15 >999 18D 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 168111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 REACTIONS. (lb/size) 8=1177/0-4-0,2=1252/0-8-0 Max Horz 2=361(LC 10) Max Uplift 8=-815(LC 7), 2=-822(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2147/1513, 3-4=-1951/1416, 4-5=-2125/1526, 5-6=-2125/1526, 6-7=-1567/1073, 7-8=-1109/847 BOT CHORD 2-12=-1565/1881, 10-12=-1316/1718, 9-10=-1096/1591 WEBS 3-12=-252/370,4-12=-198/438, 4-10=-487/574, 5-10=-431/498, 6-10=-595/627, 6-9= 761n19, 7-9=-1225/1791 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.Opsf; h=15f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 16-8-9, Interior(1) 16-8-9 to 26-4-10, Extedor(2) 26-4-10 to 31-1 GA zone;C-C for members and farces 6 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-O.Wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except 61=11a) 8=815, 2=822. Joaquin Velez PE No.68182 MTak USA, Inc. FL Cart 6634 6984 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING- Verlrydeslgnpard NrsandaEAD NOTES ON TN/SAND INCLUDEOMREKaEFERANCEPAGEMU74nmv. IQV3l?a159EFONEUSE Design valid for use only with MBek®connectors. this design Is based only upon parameters shown, and Is for on Individual bullding component, not a truss system. Before use, the burring designer must verify the opplicoblllty ofdimgn parameters and properly Incorporate iha design Into the overall budingdesign. Bracing Indicated Is to prevent buckling ofIndividual truss web and/or chord members only.. AddHoncltemporary and permonentbracing a oiwoys required for stoblllty and to prevent collapse with posslble personal Injury and property damage. For general guklonce regording the fobricatlon, storage, delivery, erection and bracing of trusses and hum systems, seeANSVIPII Quality Cdtedo, DSB419 and IICSI eutdhD Component M!T®k' 6s04 Parke East Blvd. Safety Information oRcIale from Truss Plate Insulate, 218 N. Lee Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type illy Ply LOT 40/55/08 STCANDIAN RE T17282898 1788676 A10 HALF HIP GIRDER 1 1 _ _ _ Job Referenced Ti�onal)__ rumens t-Irsthourea (Plant cny, FL), Plant Dry, FL- 33567, 17.0-0 12.1-1 -1-04 740 511 6x12 MT20HS 8.240 S May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:33 2019 3x611 6.12 MT20HS = 2x411 7x1e= 3x411 6.00 FIT 3 4 5 18 6 7 8 5x8 = 2x4 II Scale=1:57.7 602 MT20HS = 2x4 If 6x12 MT20HS = 2x4 11 6x12 MT20HS = 7-0-0 12-1-1 1-11s7-0-6 21-11-4.ns10 26-10-15 32Ct-0.0 1 7-rn 1 s1-t I 4I 1 a-t1s 1 .1 Plate Offsets(X,Y)- f2:0-1-10,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdeil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.66 12-13 >582 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.6112-13 >622 180 MT20HS 1871143 BCLL 0.0 Rep Stress [net NO WB 0.95 Horz(CT) -0.21 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except- TOP CHORD 5-8: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 'Except- BOT CHORD 9-11: 2x4 SP No.2, 2-13: 2x4 SP No.t WEBS WEBS 2x4 SP No.3 WEDGE Lett: 2x4 SP No.3 REACTIONS. (lb/size) 9=2580/0.4-0, 2=2505/0-8-0 Max Horz 2=290(LC 8) Max Uplift 9= 2170(LC 5), 2=-1944(LC 8) Max Grav 9=2782(LC 17), 2=2717(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5460/3860, 3-4=-6308/4753, 4-5=-6308/4753, 5-6=-5408/4244, 6-7=-5408/4244, 8-9=-295/334 BOT CHORD 2-14=-0549/4815, 13-14=-3544/4826, 12-13=-4950/6461, 11-12=-0950/6461, 10-11= 2632/3355, 9-10= 2632/3355 WEBS 3-14=0/414, 3-13=-1616/1820, 4-13=-731/856, 5-13=-371/272, 5-12=0/322, 5-11=-1297/1022,6-11=-648/755,7-11=-1985/2605,7-10=0/336,7-9=-4080/3203 Structural wood sheathing directly applied or 2-4-14 oc pudins, except end verticals. Rigid ceiling directly applied or 3-2-4 0o bracing. 1 Row at midpt 3-13, 7.11, 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.I S; MWFRS (envelope) gable and zone; 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 psi bottom chard live load nonconcurrent with any other live loads. 6) ' 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. 7) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 9=2170, 2=1944. 9) Girder canes hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709111 down and 5151b up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart SBU 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING - Velllydeslgnperemetersend READNOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEM67474 rev. 1aAY10150EFOREUSE valid for use only with MOek8 connectors. Tra design Is based only upon parometers shown and Is for on Iodlddual building Component, not a muss system. Before use, the bulling designer must veNy the applicability of tlesign parameters and properly Incorporate this design Into the overall building design. Brociog Indicated Is to prevent buckling of individual truss web and/or chord members only. Acidnional temporary and permonent bracing Wit MiTek' Is always required for stablllN and to prevent collapse with passible personal Nlury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and truss systems. seeANSVTPit Quality CMnb, DSB-89 and SCSI SuldSIg Component Sall Nfommlbnovarable from Truss Plate Institute. 218 N. Lee Street Suite 312. Nexandna. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type aty Ply LOT 40/51/08 STCANDIAN RE T17282898 1788676 AID HALF HIP GIRDER 1 1 _ Job Reference (optionap _ Builders RrstSource (Plant City, FL), Plant City, FL43567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 712.42:33 2019 Page 2 ID:UFLsKgoi2lTgRmwAijSOPZBAGN-AgRdrVszU S7MEt6zsxMJUxOOglBwrfFALSogzegJq LOAD CASE(S) Standard 1)Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-117(F=-63), 9-15=-43(F=-23) ConcentratedLoads (Ib) Vert: 3=-347(F) Q WARNING- Verlydesignpommerereend READNOTES ON THISAND INCLUDED UREKREFERANCEPAGEU0,74"nev. IDA4Q016 BEFORE USE Design valid for use only with MRek® connectors. this design Is based only upon parameters shown, and Is for an Individual butding 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 curdling 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 Wury and property damage. For general guidance regarding the fobrlcol storage. delNery, erection and bracing of muses and truss systems, seeANSVrPI1 Quality CAedo, DSB49 and SCSI Bull Component 6904 Parke East Blvd. Sally b/ormalbrgvolloble from Truss Plate Institute. 218 N. We Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply LOT 40/55/08 STC/84DIAN RE T17282899 1788676 All Hip i 1 Jab Reference (optional) lfunders FirstSource (Plant City, FL), Plant City, FL- 33567, 6.240 s May 13 2019 MiTek Industries, Inc. Fn Jun 7 1 2019 m C 6.00 Ff2 3x4 i 4 31 6x12 M720HS G 3 30 1.5.8 STP= 2 1 i 5xB M ll 15 3x4 3.00 FI2 5x6 = 6x12 MT20HS 5 6 IX12 MT20HS J 32 7 2x4 II 8 4 33 3x4 1 6u6 = 9 2x 13 3x4 2x4 It 2x4 11 12 14-B-12 5x6 = 2x4 II zi-S10 oe I 44-0 I 1e.74 z-s 2Ro-061o s611 oleo 5614 saU Scale =1:64.7 101y1 l CC Plate Oflsets(XY)-- f2:0-2-3Edge1 f2:04-6Edgel f5:0-3-00-2-71 I6:0-9-40-3-01 f10:0-3-100-0-01110:0-2-80-1-91 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(L-) 0.48 14-15 >840 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.6414-15 >629 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Hom(CT) 0.34, 10 n/a File BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 195 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-3: 2x4 SP No.2, 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size)2=129210-8-0, 10=131910-8-0 Max Horz 2=250(LC 10) Max Uplift 2=-759(LC 10), 10=-772(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-0-0 oc bracing: 12-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3974/4198, 34=-3793/4000, 4-5=-2978/3119, 6-7=-2387/2631, 7-8=-2106/2437, 6-10=2155/2369, 5-6=-2421/2723 BOT CHORD 2-15=-3540/3608, 14-15=-2942/3194, 13-14= 1557/2021, 12-13=-2150/2237, 10-12=-1790/1887 WEBS 3-15= 175/402, 4-15=-352/490, 4-14=-541/934, 5-14=-1130/1155, 6-14=4621727, 6-13=-341/354,7-13=-169/506,7-12=465/514 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15D; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -14-0 to 4-1-10, Extedor(2) 4-1-10 to 9-0-6. Comer(3) 9-6-6 to 23-9-10, EMedor(2) 23-9-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent 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) All bearings are assumed to be SYP No.2 crashing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=759, 10=772. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 A WARNING- Vedty des19np4rdi00teFie0d BEAD NOTES ON THIS AND INCLUDED MMEKBEFEBANCEPAGEMIF7473 re¢101 201SBEFOHEUSE Design volid for use clywith MTek®connectors. This design Is hosed only upon parameters shown, and Is loran Individual building component, not ��- a trusystem. Before use, the buildm curdling deslgner usi verify Me appllcablity of design parameters and properly Incorporate this design Into the overall ss building design. Bracing Indicatatle to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, deWery, erection and bracing of trusses and truss systems seeµ$vrpii Quamy Criteria. DS349 and SCSI SWding Component 6904 Palle East Blvd. Safety Nformatlo rnalloble from Truss Plate Insulate, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/55/08 STCANDIAN RE T17282900 1768676 Al2 Hip 1 1 Job Reference (optional) Builders Rrs[Source (Plant City, FL), Plant City, FL-33567, 8.246 s May 13 2019 MiTek Industries, Inc. Fri Jun 2019 Scale=1:62.4 6.00 12 6x12 MT20HS % 6x12 MT20HS= P.4 II 3.00E> exa ll ru l8-]-4 14-8-12 sxy- 3x6 i= 15x8 m 2x4 II 8-8-15 14-0-0 22-0.0 28-0-0 33-4-0 8-8-15 5-7-1 7.8.0 6-0.0 I 5-0-0 Plate Offsets (X Y)-- [2:0-2-6 Edgel [5:0-9-0 0-2-01. (7:0-4-00-3-01 LOADING,(pso SPACING- 2-" CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.52 12-13 >773 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.6011-12 >668 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES We 0.85 Hom(CT) 0.35 a n/a his BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 1821b FT=20% LUMBER - TOP CHORD 2x4SP M 31 -Except' 5-7,7-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-11-3 oc bracing. Except: 4-0-0 oc bracing: 10-11 REACTIONS. (lb/size) 2=1305/0-8-0,8=1305/0-8-0 Max Horz 2=220(LC 14) Max Uplift 2=-735(LC 10), 8=-735(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4040/4348, 3-4=-3666/3738, 4-5=-3190/3270, 5-6- 2525/3028, 6-7=-2572/2717, 7-8=-2379/2604 BOT CHORD 2-13=-3692/3650, 12-13=-2312/2946, 11-12=-1695/2202, 10-11=-2122/2158, 8-10= 2067/2086 WEBS 3-13=364/921,4-13=-707/557,4-12=-553/888, 5-12=-918/1207, 5-11=-776/450, 7-11=-12W301, 7-10=-424/547, 6-11=233/680 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Extedor(2) 4-1-10 to 7-6-6, Corill 7-6-6 to 25-9-10, Extedor(2) 25-9-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=735,8=735. Joaquin Velez PE No.68182 MiTek USA, Inc FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 QWARNING- Wdlydestgnpammeters and READ NOTES ON MIS AND INCLUDED MITEKNEFEBANCEPAGEMb79]J rev. 10A0Y1015BEFOREBSE Design volld for use onlywith MBek® connectors. This design Is based only upon parameters shown. and 6 for an IndMdual building wmponent, not ■` a truss system. Before use, the building designer must verify the appllccbllity of design parameters and properly Incorporate MIs design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addl6onal temporary and permanent bracing Is always required for stability and to prevent collapse win possible personal Injury and property damage. For general guidance regarding Me MiTek' fabrication, storage, delivery. erection and bracing of trusses and truss systems seeMSVjPI1 Quality CMedo, D584I9 and Best Buldhp Component Saps Parke East BNd. Safety Intemsa8om cilobie from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type (Sty Ply=4a(55/08DIAN RET17282901 1788676 A13 Hip 1 al .comma nmraaurce tnara ury, rLh rem ury, I-L- JJobf, d24U s May 132u10 MI IBK InasemBG. Inc. rn Jun ( 12:44:3/ Zulu raye i Scale = 1:59.6 Sx6 = 2.4 11 5x6 = 4 5 6 1� 12 axis 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 3x6 = = 8-1-5 16.8-Dk 25-2-11 33.40 fl.1-S Plate Offsets(X,Y)-- f4:04-0 0-2-81 r6:0-4-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.20 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.3710-12 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0:37 Horz(CT) 0.10 B Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 168 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0,8=1305/0.8-0 Max Hom 2=-189(LC 15) Max Uplift 2=804(LC 10),.8=-8111) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2372/1889, 3-4= 2121/1666, 4-5=-1892/1633, 5-6>1892/1633, 6-7=-2121/1666, 7-8=-2372/1889 BOT CHORD 2-14— 1509/2100, 12-14=.967/1634, 10-12=967/1634, 8-10=-1509/2100 WEBS 3-14=-342/528, 4-14= 242/460, 4-12=-303/476, 5-12=-342I401, 6-12=303/476, 6-10=-242/460,7-10=-342/528 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opst h=15ft; Cat. II; Exis C; Encl., GCpi=0.18; MWFRS (envelope) gable and zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 11 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at jo[nt(s) except Qt=lb) 2=804, 8=804. Joaquin Velez PE No.68162 MTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33810 Date: June 7,2019 Q WARNING- Verlry deal9n paremerere end BEAD NOTES ON THIS AND INCLUDED MmEK NEFERANCE PAGE MIP74TJrev. idaYlels BEFORE USE Design valid for use only with Ni connectors. This design Is based only upon parameters shown, and 8 for an Individual building component, not a truss system. Before use, Me building designer must verity the applicability of design parameters and properly Incorporate tris design Into the overall building design. Bracing Indicated 6 to prevent budding of Individual truss web and/or chord members only. Addiflonol temporary and parmonent 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 seeANSI/1PIl Cuism Cmale. DS349 and BC91 BWdhp Component 9agly Informatbrxrvolloble from Truv Rafe Institute, 2t 8 N. Lee Street, Suite 312. Alexandrlo, VA 22314. MiTek' 69U Parke East Bbd. Tampa, FL 33610 Job - Truss Truss Type �ty Ply LOT 40155l085TC/INDIAN RE T77282902 1788676 A14 HiP 1 1 Job Referencloptiona9 _ Bundlers FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s.May 13 2019 MTek Industries, Inc. Fri Jun 7 12:42:38 2019 Page 1 ID:UFLsKga121TQRmwP4jSOPzBAGN-XnF W vCw6jH41S?m31P W YOXeGmhcKe4kOOS2DT2zBgJl h4-0 6-3-0 9-0.0 [6-B a 24-4-0 27-0-12 3&4.0 34 8 0 1-4-0 6-9-4 2.8-[2 7-V 7.8-0 2-8-12 6-3-4 t1-4.OI 5x8 = 2x4 II 5x8 = Scale = 1:59.6 in 1[ Is 3x6 = 3x4 = 3x4 = 3xe = 3x4 = 3x4 = 3x6 = Plate Offsets _(X Y)-- (4:0-6-00-2-81 (6:0-6-0 0-2-e1 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.24 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.3714-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.10 8 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 163 lb FT=20% LUMBER - TOP CHORD 2x4SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. REACTIONS. (lb/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Horz 2=-159(LC 15) Max Uplift 2= 809(LC 10). 8=-809(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2265/1745, 3-4=-2068/1646, 4-5- 2331/1929, 5-6=-2331/1929, 6-7= 2068/1646, 7-8=-2265/1745 BOTCHORD 2-14=-1335/1986, 12-14=1081/1821, 10-12=-1081/1821, 8-10=-1335/1986 WEBS 3-14=-258/379, 4-14=-206/440, 4-12=539/690, 5-12=-478/569, 6-12=539/690, 6-10=-206/440, 7-10=-258/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull60mph (3-second gust) Vascll 24mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0lost 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ut=lb) 2=809, 8=809. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 O WARNING- VerdydslBnPeremefs..d REIDNOTES ON TN/SAND INCLUDED MIrEKREFERANCEPAGENIP7 9ray. 14VIQ2015BEFORE USE. Deign valld for use only with Mirek® connectors. Mls 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 me applicability of design parameters and properly Incorporate this design Into me overall building design. &acing lndlcated is o prevent buckling of lndMdual fuss web and/or chord members only.. Additional temporary and permanent bracing MTek' Is always required for stability antl to prevent collapse with possible personallnlury and property damage. For general guidance regarding me fobdcatlon storage, deWery, erection and bracing of fusses and truss system& seeANSI/IPII Gua01y Cril OS549 and SCSI BW Edna Component Sobly m/oenofbmvolloble hem iluss Plate Insidul6. 218 N. Lee Street, Sulte 312. Alexondda, VA 69M Parke East Blvd. Tampa, FL 33610 22314, Job Truss Truss Type City Ply LOT 40/55/08 STC/INDIAN RE T17282903 1788676 A15 Hip Girder 1 1 Job Reference (optional) tlwlaers FirstSource, (Plant City, FL), Plana City, FL-33567. 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:39 2019 Page 1 ID:UFLsK9oi21TgRmwNjSO PzBAGN-7zpu6YwkUbC949KGJ72n7iBW g52eNYuYd6um0UzBgJk 1.4,0 4.9-13 10.2-9 1fi-8-0 23.1-7 26-4-0 28-6-4 33d-0 34 8 0 - 1-4-0 4.9-13 I 2-2.4 - 3-2-9 F fi-5-0 I 6.5.7 &2-9 2-2-3 F 4-9.13 F1-4.0 Scale = 1:59.6 6x12 MT20HS % 6x12 M720HS� 6xB = 7a10 - 6x8 = 6.00 12 3 4 5 6 7 w b 1.5xB STP= 4x6 = 8xl4 MT20HS = 8x14 MT20HS= 44 = 1.5x8 STIR= 5x8 = 5xa = ]-0-0 7-0-0 12-e-4 207-2 I 2-4-40 -.0 5-8 ] 68114 7-00.0 I6 Plate Offsets(X.Y)-- i2:0-1-10Edgel i3:0-5-2Edgel f5:0-5-0.0-4-12117:0-5-2Edge1 I8:0-1-10Edgel f11.0-7-00-4-81 f12:0-7-00-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.52 11-12 >769 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.5311-12 >760 180 MT20HS 187/143 SCLL 0.0 ' Rep Stress Incr NO WB 0.73 Hom(CT) -0.14 8 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matdx-MSH Weight: 1981to FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 3-5,5-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. REACTIONS. (Ib/size) 2=2579/0-B-0, 8=2578/0-8-0 Max Hom 2=-126(LC 9) Max Uplift 2=-1988(LC 8). 8= 1988(LC 9) Max Grav 2=2775(LC 18). 8=2775(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 5738/4060, 3-4=.5146/3763, 4-5=-6827/5036, 5-6=-6826/5035, 6.7=-5145/3761, 7-8=-5737/4059 BOT CHORD 2-13=-3582/5232, 12-13=-4687/6532, 11-12=-5524/7388, 10-11=-4616/6437, 8-10= 3511/5137 WEBS 3-13=-1122/1685,4-13=-1845/1670,4-12=-508/946,5-12=-726/851, 5-11=-726/851, 6-11=-508/946,6-10=1844/1669,7-10=-1122/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope) gable end zone; 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 pet bottom chord live load noncohcurrent 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 1001b uplift at joint(s) except Ot=lb) 2=1988,8=1988. 8) Girder carries hip end with 7-0-0 end setback. 9) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7091b down and 515lb up at 26-4-0, and 7091b down and 515 Ib up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-112(F=-59), 7-9=-54, 2-8=-42(F=-22) Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3381D Data: June 7,2019 AWARNING -VmydesignpemmdemsndREAD NOTES ONTHSAND NCLUDEDMmEKREFEFkNCEPAGE WTI" mv.lDDVt015BEFORE USE Design valid for use only with Mrelag connectors. Min design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, ire building designer must verify the appllcablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual Muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hlury and property damage, For general guidance regarding the fabrication. storage. delivery, erection and bracing of tmsses and truss systems seeANSVrPll Quality CMedn. D3349 and SC81 IfWdhp Component 6904 Parka East Blvd. Safsty Informattemvollable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/55/08 STC/INDIAN RE T77282903 1788676 A15 Hip Girder 1 1 Jab Reference (options[) Builders FrslSource (Plant City, FL), Plant City, FL - 33567. 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:39 2019 Page 2 ID:UFLSKgoi2lTgRmwAijSOPzBAGN-?zpu6YwkUbC949KGJ72nZIB W g52eNYdYd6omOUZ6gJk LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-347(F) 7=347(F) ,&WARNING - Verlrydesigapsremerers anCREAD NOTES ON TNISANDtNCLUDEDMIFEKREFERANCEPAGEMlL74M.v. fN0.Yle1SBEFOBE USE Design void for use only with MRek® 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 appllccbllity, of design parameters and property Incorporate this design Into fine overall building design. Brccing lndlcated 6 to prevent buckling of lndNlduol hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stob0lty and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fobrlcaAon, storage, delNery, erection and bracing of trusses and truss systems. seeAXSt/IPII QUOM Criteria, DS349 and SGSI MSldbp Component 69D4 Parke East Blvd.Salary N/armatbravallable ham truss Plate InsMute, 218 N. Lee Sheet Suite 312. Alexandrlo, VA 222 14. Tempe, FL 33610 Job Truss Truss Type ly LOT 40/55/085TC/INDIAN RE T17282904 1788676 A16 SPECIAL_ 117 1 Job Reference foot'onall oulders Hr6t5ource (Plard City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 MTek Industries. Inc. Fri Jun 7 12:42:40 2019 5xB 6.Bo 12 3.00 12 4x6 9 2x4 II 2.4 II 6x8 = 2.4 II 6s--11-14-24-0-0 8.1 10 340 7 2r o0-1t s s-11-e ae-e I a-o-g' Scale =1:65.2 Plate Offsets_(XY)-- [2:0-2-6Edgel.15:0-3-20-2-01 t10:0-3-80.Ml [12:0-5-00-242] [16:0-2-00-1-01 LOADING (psf) SPACING- 2-M CST. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.37 11-12 >913 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.7911-12 >430 180 MT20HS 187/143 SCLL 0.0 ' Rep Stress Mar YES WB 0.71 Hoa(CT) -0.22 10 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 1961b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP No.1, 12: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1091/0-8-0.10=1437/0-8-0 Max Holz 2=539(LC 10) Max Uplift 2=-066(LC 10). 10=-952(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3129/3424, 3-4= 2187/2615, 4-5=-2145/2878, 5-6=-1432/1870, 6-7=-592/593 BOT CHORD 2-13=-3497/2801, 12-13=-3548/2726, 11-12=-138311163 WEBS 3-13=01354, 3-12= 765/1097,5-12=-1928/1542, 7-11=-1241/1093, 7-10= 121811392, 8-10=-179/327,4-12= 244/568, 6-11=-1090/1566 Structural wood sheathing directly applied or 4-0-3 oc pudins, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-12, 7-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Extedor(2) 4-1-10 to 11-2-6, Comer(3) 11-2-6 to 21-3-8, Extedor(2) 21-3-8 to 33-2-4 zone; cantilever fight elglosed;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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chard 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=666, 10=952. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 7,2019 QWARNMG- Vedlydeslgnperemefersend READ NOTES ON TNLSAND INCLUDED MmEKREFERANCE PAGEW7473 rev. 10=015BEFOREUSE. Design valid for use only Wth MBek®connectors. This design Is bowl only upon parameters shown, and Is for on IndNktual building component, not a truss system. Before use, the building designer must verify the appllcabllity, of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lntlMtlual cuss web and/or chord members only. Additional temporary and peononent bracing MTek' Is always required for stability and to prevent collapse with possible personal hiury and property damage. For general guidance regarding the fabrication, storage. deiNery. erection and bracing of fusses and truss systems. seeANSV1PII Cualryy Criteria. DSk-09 and BUI kukdhp Component 6904 Parke East Blvd. Safety Informofbnavollobie from Truss Plate Institute. 218 N. Lee Sneed, Suite 31E Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type Oity Ply LOT 40/55/08 STC/INDIAN RE T77282905 1788676 FAIT SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 712:42:41 2019 Page I 5x8 3.00 12 4x6 9 Scale =1:65.2 6.00 12 5 - �� dYe - n..n 11 aA` - nod = _ 9 - 15 2x4 2.4 II 2.4 11 28 a0 6161 l0ga 22-0J 2a0O 2000 2&40 33-4D s•10-1 T- 15 I zes 1 1.12 I sooao aao f 4o Plate Offsets (X Y)-- [2:0-2-6 Edge] [5:0-3-2 0-2-01 11 Y0-3-8 0-3-0] [13:0-5-4 0-2-121 117:0.2-00-1-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.36 13-14 >956 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.72 12-13 >472 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress [nor YES W B 0.86 Horz(CT) -0.22 11 n/a n/a BCDL 10.0 Code FBC2017/rP]2014 Matrix-MSH Weight: 210 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 3-5: 2x4 SP No.1, 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 12-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=109110-8-0, 11=1437/0-8-0 Max Harz 2=579(LC 10) Max Uplift 2=-656(LC 10), l l=-1028(LC 7) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3129/3315, 3-4=-2187/2501, 4-5=-2150/2783, 5-6=-1380/1785, 6-7- 535/510, 7-8=-542/517 BOTCHORD 2-14=-3525/2801, 13-14=-3573/2726, 12-13=-1464/1229 WEBS 3-14=0/355, 3-13= 765/1099, 5-13= 1996/1591, 7-12=-254/300, 6-12=-1034/1469, 8-11=-1190/1318,9-11=-201/341,8-12- 1233/1135,4-13=-245/610 Structural wood sheathing directly applied or4-0-4 oc puffins, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-13, 6-12. 8-12 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 11-2-6, Comer(3) 11-2-6 to 19-3-8, Exterior(2) 19-3-8 to 33-2-4 zone; cantilever right exposed;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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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 arectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSV7P1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11a) 2=656, 11=1028. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East BNd. Tampa FL 33610 Date: June 7,2019 ,&WARNING- Vadlydeagnparamefr. and BEAD NOTES ON TNLSAND INCLUDED MnElfREFERANCEPAGEMIF747a rev. 11MV201S BEFORE USE Design valid for use onlywith MRek® connectors. lltls design Is based any upon parameters shown and Is for an IntlMdual building component, not a tmss system. Before use, the building des!gner must verify the oppllcablity, of tleslgn parameters antl properly Incorporate this design Into the overall bulldingdesign.&acingindicated stobuckling ofindMduCihussweb and/or chord members any.. Additional temporary and permanent bracing MiTek' prevent Is always required for stoblllty and to prevent collapse with possible personal InJury and property damage. For general guidance regarding the fabrication, storage, delWry, erection and bracing of trusses and truss systems seeANSVrPII Qualify CMedo. DS349 and BC51 Building Component 69M Parke East BNd. Tampa, FL 33610 Safely Informalbmvallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria, VA 22314. Job Truss Truss Type (My Ply LOT 40/55/08 STCANDIAN RE T77282906 1788676 A18 SPECIAL 1 1 Inh Reference Innrnnoll Builder; RraSource (Plant City, FL), Plant City, FL-33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:42 2019 Page 1 5x6 6.00 12 2x4 II 5x6 = 5x8 = 3.0012 .,.� 1.5x8 STP= 4x6 = 6x8 = 2.4 II 2x4 11 PB-B-0 61p0 16-0d 2<Da 280U 2 33-0-0 61aa JLO 8-9-0 660 Le-0 Scale=1:64.9 Plate Offsets (X Y)-- r2:0-2-6 Edeel r5.0-3-00-2-01 16:04-00-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Vdetl Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.36 11-12 >934 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 VergCT) -0.7310-11 >468 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES We 0.94 Horz(CT) 0.23 9 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2021b FT=20% LUMBER - TOP CHORD 2x4 SP No.t 'Except' 5-6,6-7: 20 SP ND.2 BOT CHORD 2x4 SP No.2 *Except* 10-11: 20 SP No.1 WEBS 2x4 SP No.3 *Except* 5-10: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (IWsize) 2=109110-8-0, 9=1437/0-8-0 Max Harz 2=611(LC 10) Max Uplift 2- 640(LC 10), 9=-1125(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directlyapplied. WEBS 1 Row at Fri 5-10, 6-9, 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3129/3140, 3-4=-2185/2278, 4-5= 2127/2550, 5-6=-502/453 BOT CHORD 2-12= 3509/2801, 11-12=-3553/2728, 10-11=-1657/1410, 9-10=-432/478 WEBS 3-12=0/353, 3-11=-750/1151, 5-11=-2034/1562, 5-10=-1129/1529, 6-10=-516/596, 6-9=-1271/1337, 7-9=318/456, 4-11=-203/588 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4.1-10, Exterior(2) 4-1-10 to 10-6-14, Conti 10-6-14 to 21-6-2, Exterior(2) 21-6-2 to 33-2-4 zone; cantilever right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument 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 anyother members, with BCDL=10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of beading surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001Is uplift at joint(s) except Qt=lb) 2=640, 9=1125. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING -Vvilydesign parameters antl READ NOTES ON THISAND INCLUDEDM? KREFERANCE PAGEMX7473 rev. ldeY1015REFOREUSE �■' Design valltl for use only with MrrekOconnectors. This design Is based only upon parameters shown, and is for on Individual building component not r` a truss system. Before use. the building designer must verity the oppllcobilay 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 MiTek' Is always reaulred for stability and to prevent collapse with possible personal h7ury and property damage. For general guidance regarding me fobrbation, storage, deWery, erection and bracing of trusses and truss system%seeANSVrpil Quality Crttala. DS3419 and SCSI Building Campanant 6904 Parka East Blvd. SaOsty Infonnafbmva fable from Truss Plate Inglute, 218 N. Lee Street, suite 312 Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply=40/55/08DIAN RET17282907 1788676 A19 SPECIAL 1 al Hulld9ms FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 Inc. Fri Jun 7 12:42:43 2019 Pagel 6.00 12 5,06 = 3x4 = 46 = 3.00 12 axu _ 1.5x8 STP= 5X8 6xB = 2x4 II 2.4 II 2x4 II 2ea-0 8312 14d-0 24-ee 2B-0a 2 33d-0 63-12 6p4 48-0 4-0O 48-0 14 Scale = 1:6B.1 Plate Offsets (X,Y)- f2:0-2-6 Edgel 14:0-3-0 0-3.O1 f6:0-M 0-2-01 LOADING (pst) SPACING- 2-0-0 CS]. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.88 Vert(LL) 0.44 12-13 >770 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.82 11-12 >417 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.77 Horz(CT) -0.25 10 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 2121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=1091/0-8-0, 10=1437/0-8-0 Max Hom 2=682(LC 10) Max Uplift 2=-643(LC 10), 10=-1105(LC 7) FORCES. (Ib) - Max Comp/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3192/3331,3-4=-2863/2900,4-5=-2142/2264,5-6=-2133/2515.6-7=-439/423 BOT CHORD 2-13=-3808/2875, 12-13=-3045/2420, 11-12=-1213/993, 10-11=-412/428 WEBS 3-13=-265/602, 4-13=-295/415,4-12=-526/674, 6-12=-2158/1688, 6-11=-845/1250, 7-11=-611/606,7-10=-1233/1351,8-10=-317/453,5-12=-180/527 Structural wood sheathing directly applied or3-1-5 oc puffins, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 6-12. 6-11. 7-10. 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 12-6-14, Comer(3) 12-6-14 to 23-6-2, Exterior(2) 23-6-2 to 33-2-4 zone; cantilever right exposed ;C-C for members and forces 8 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 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= 10.0psf. 5) All bearings are assumed to be SYP No.2 crushing Capacity of 565 psi. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11a) 2=643, 10=1105. Joaquin Velez FE No.68182 MTek USA, Inc. FL Cert 6634 6984 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 QWARNING-Verflydeslgnperemefersend READ NOTES ON THISAND INCLUDED MITEKREPENANCEPAGEMM17473rex. 1011130%156EFORE USE. 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 OpplicobOlty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndMlducl muss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabecotior, storage, delivery, erection and bracing of trusses and truss systems weANSVWII Quality CMeda, PSB49 and ICS7luldhp Component Safety Nfoanatbrrnolloble from Truss Plate Institute, 218 N. Lee Stream Sul}9 312, Alexandria. VA 22314. wit MOW 69N Parke East Blvd. Tampa, FL 33610 Joh Truss Truss Type Ory Ply LOT 40/55/08 STCANDIAN RE T77282908 1788676 A20 SPECIAL 1 1 Job Reference (optional) Builders FinSISource (Plant City, FL), Plant City, FL-33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:44 2019 3x12 MT20HS 6x12 MT20HS= 6.00 12 3x6 = 4x6 = a.uu I le " 4x12 II 5x12 II 8.0.9 14-4-0 rail-0-15 26.10.0 32-0.0 81-:9 fi-3-7 7.0-15 5-5.1 5-2.0 Scale: 3116'=1' Plate Offsets(XY)- 12:0-0-10Edgel 14:0-3-00-3-01 f6:0-8-80-1-12119:0-5-BEdael LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.51 13-14 >744 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ver(CT) -0.5413-14 >704 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.83 Horz(CT) -0.30 9 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 207 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'ExcepV TOP CHORD 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 -Except' BOT CHORD 2-13: 2x4 SP No.1, 9-11: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 *Except* 8-10: 2x4 SP No.2 REACTIONS. (Ib/size) 9=1193/0-4-0, 2=1255/0-8-0 Max Horz 2=716(LC 10) Max Uplift 9= 736(LC 7), 2=-722(LC 10) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3766/3877, 3-4=-3558/3705,4-5=-2825/3005,5-6=-2829/3294,6.7=-1044/1157, 7-8=-553/568, 8-9=-1145/1194 BOT CHORD 2-14=-4325/3407, 13-14=-3737/3045, 12-13=-1545/1306, 10-12=-672/658 WEBS 3-14=-182/449, 4-14=-395/420, 4-13=-506/595, 6-13=-2622/2031, 6-12=-715/1141, 7-12=-982/816, 7-10>1103/1314, 8-10=-1204/1174, 5-13=219/605 Structural wood sheathing directly applied or2-2-0 oc Outline, except end verticals. Rigid ceiling directly applied or 2-10.3 oc bracing. 1 Row at midpt 8-9. 6-13, 6-12, 7-12, 7-10, B-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 13-6-6, Comer(3) 13-6-6 to 24-5-10, Exterior(2) 24-5-10 to 26-3-12, Comer(3) 26-3-12 to 31-10-4 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=11b) 9=736, 2=722. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 QWARNING- Iredlydeaignparamefefaend READNOTES ON MIS AND INCLODEDM1rEKREFERANCE PAGE MX74MMV.. 1a91Ce159EPORE USE Design valid for use only witn MBBIdi1 connectors. IDn design Is based any upon parameters shown, and Is for an IndNltlual building component, not a truss system. Before use, the building designer must verify the appllcopitty, of design parameters and properly hecrporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual toss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stablity, 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, seeAN5V1911 Quality Cill 1136E9 and SCSI Building Component 6904 Parke East Blvd. Safety Infomsationovallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Ory Ply LOT 40/55/08 STCANDIAN RE T17282909 1788676 A21 SPECIAL 1 1 Job Reference (optional) Builders FirsfSource (Plant City, FL), Plant City, FL- 33567, 8.240 a May 13 2019 MiTek Industries, Inc. Fri Jun 7 rage 1 w d 6.00112 642 MT20HS = 3x6 — 3x6 = i 6 7 3x8 5x12 II 4x12 It LOADING (psf) SPACING- 2-" 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 2x4 SP No.t 'Except' 5-7: 2x4 SP No.2, 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.t 'Except' 9-12: 2x4 SP No.2, 8-10: 2x6 SP M 26 WEBS 2x4 SP No.3 Scale=1:59.5 CSI. DEFL. in (too) Udell Ud PLATES GRIP TC 0.85 Vert(LL) 0.4512-13 >842 240 MT20 244/190 BC 0.80 Vert(CT)-0.5912-13 >653 180 MT20HS 187/143 WB 0.76 Horz(CT) 0.29 8 n/a n/a Matrix-MSH Weight: 196 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 5-12, 6-11, 6-9, 7-9 REACTIONS. (lb/size) 8=1193/0-4-0, 2=1255/0-8-0 Max Hom 2=645(LC 10) Max Uplift 8=-755(LC 7). 2=-716(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3775/3781, 3-4=-2864/3023, 4-5=-2818/3297, 5-6=-1319/1413, 6-7=-606/586, 7-8=-1149/1142 BOT CHORD 2-13— 4130/3387, 12-13=-4193/3324, 11-12=-1961/1696, 9-11=891/883 WEBS 3-13=0/362,3-12=-720/1053,5-12=-2426/1864,5-11=-743/1140, 6-11=-925/802, 6-9=-1129/1320,7-9=-1136/1174, 4-12=-221/587 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 11-6-6, Comer(3) 11-6-6 to 22-5-10, Exterior(2) 22-5-10 to 26-4-10, Comer(3) 26-4-10 to 31-10-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ft=lb) 8=755, 2=716. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 bTruss Type Oty Ply LOT 40/55/011 STCANDIAN RET77282910 88676 r17 B01C GABLE 1 1 Job Reference (optional) 8.240 s May 132019 MiTek Industries, Inc. Fri Jun 712:4E:4t Zulu Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 5x6 Scale=1:68.1 m d 46 = -- 416 _ 7xIO = 5x6 = 3x4 = 3x6 = 5x8 = LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.99 13-14 >245 '240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.1813-14 >206 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO We 0.71 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 318111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. 10-14: 2x4 SP No.2 WEBS 1 Row at midpt 5-15. 4-15, 6-15 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 19 7-14: 2x4 SP M 31 OTHERS 2x4 SP No.3 LBR SCAB 8-11 2x4 SP M 31 one side REACTIONS. (Ile/size) 10=579/0-8-0, 15=1945/0-8-0, 2=518/0-3-8 Max Ho¢ 10=320(LC 12) Max Uplift 10=-406(LC 9), 15=-1044(LC 9), 2=-473(LC 5) Max Only 10=642(LC 20). 15=1945(LC 1).2=589(LC 19) FORCES. (I s) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 5-6=-163/535, 6-7=-319/242, 7-8=-274/189, 8-9=-547/229, 9-10=-11021649, 2-3=-702/598, 3-4=-121/308,4-5=-153/597 BOT CHORD 2-18= 413/560, 16-18=-409/556,15-16=-203/302,14-15=-73/446, 13-14=-199/490, 12-13=-809/1132,10-12=-809/1132 WEBS 5-15=-720/349, 4-15=-633/639, 4-16=-417/354, 3-16=-618/569, 3-18=-232/343, 6-15=-788/642, 7-19=-481/479,8-13=-1191451. 6-19=-3887701, 9-13=-735/670 NOTES- 1) Attached 10-1-9 scab 8 to 11, front face(s) 2x4 SP M 31 with 1 row(s) of 10d (0.131'x3') nails spaced 9' o.c.except staging at 3-6.6 from end at joint 8, nail 1 mw(s) at 7' o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasdi 24mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 10) All bearings are assumed to be SVP No.2 crushing capacity of 565 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=406, 15=1044, 2=473. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 QWARNING-Verilydeelgnperamefersand READNOTES ON TH/SANDINCLUDEDMREKREFERANCEPAGEM74nnn, IfAl3%015 BEFORE USE Design valid for use only with Meek® Connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use, The building designer must verify the oppiicoarlN of design parameters and properly Incorporate thts design Into the overall among indicated Is to buckling individual truss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek' builtling desgn. prevent of Is always required for stability and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1pIt Quality CrBedo, PS549 and BC31 Buldhp Component 6904 Parke East Blvd. Safely hrfomlatloaavoilable from Truss Rate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Cry Ply LOT 40/55/08 STCnNDIAN RE T77282911 1788676 B02C COMMON 2 1 Job Reference (optional) Builders FirstSounce (Plant City, FL), Plant City, FL - 33567. 8.240 s May 13 2019 MiTek Industries, Inc, Fri 5x6 i Style=1:69.1 m Ib 3x4 = 3x6 = 6x6 = 3x6 = 3x4 = 316 = 3.6 = 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 FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TC 0.94 Ved(LL) 0.5910-20 >392 240 MT20 244/190 BC 0.88 Vert(CT) 0.4710-20 >490 180 MT20HS 187/143 WB 0.69 Horl 0.01 8 n/a n/a Matdx-MSH Weight: 205 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 1 Row at midpt 4-12, 5-12, 6-12, 6-10 REACTIONS. (Ib/size) 2=575/0-8-0; 12=1931/0-8-0, 8=536/0-3-8 Max Hoa 2=-320(LC 11) Max Uplift 2=-401(LC 10), 12=-1043(LC 10), 8=-490(LC 6) Max Grav 2=638(LC 21). 12=1931(LC 1), 8=606(LC 22) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-743/446, 3-4=547/397, 4-5=-249/560, 5-6=-288/593, 6-7=-473/1034, 7-8=-668/1088 BOT CHORD 2-14=-492/690, 12-14=-151/541, 10-12=-203/384, 6-10=668/555 WEBS 3-14=-3851642,4-14=-526/658, 4-12=661/936, 5-12=-722/822, 6-12=-645/1357, 6-10=-1334/626, 7-10=-387/694 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDI^4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 14-1-6, Comer(3) 14-1-6 to 25-0-1, Extedor(2) 25-0-1 to 35-0-6, Comer(3) 35-0-6 to 40-6-0 zone; 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.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) All bearings are assumed to be SYP No.2 crashing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=401, 12=1043; 8=490. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904Parka East Bind. Tampa FL 3361D Date: June 7,2019 Q WARNNO-wd#ydeslgn Psrwaxarsend NEAO NOTES ON TN/SANONCLUOEOMNEKNEFENANCEPAGEMIP74nmre 10,031015SEFONE USE Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a hum system. Before use, me building designer must verify the appllcabllity, of design parameters and papery Incorporate this design into the overall design. Bracing Indicated hto buckling Individual truss web and/or chord members only. Additional temporary and bracing MiTek' Wilding prevent of permanent 6 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrlcalion, storage, delivery, erection and bracing of trusses and truss systems seeANSVIPII Quality Criteria, DSO-09 and Best Building Component 6904 Palle East Blvd. Safety Nfonnafb ailoble from Tmss Plate Institute, 218 N. Lee Sheet, Suite 312 Alexandric, VA 22314. Tampa, FL. 33610 Job Truss Truss Type l`ity Ply LOT 40/55/08 STC/INDIAN RE T77282912 1788676 1303C COMMON 1 1 _ _ Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL-33567, 8.240 s May 13 2019 MiTek Inc. Fri Jun 7 12:42:48 2019 US = 6.o0 12 4x6 C 2x4 II 5 6 6xB = 6xS = Scale=1:61.1 Plate Offsets (X Y)- [2:0-2-12 0-1-81 [4:0-4-0 0-3-O][5:0-3-2 0-2-0][8:0-4-0 Edaef LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) .0.29 7-8 >856 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.47 7-8 >521 180 BCLL 0.0 Rep Stress Incr YES WE 0.37 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-MSH Weight: 1271b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* BOT CHORD 6-7:2x4 SP No.2 WEBS REACTIONS. (Ib/size) 7=757/0-8-0, 2=83410-8-0 Max Horz 2=716(LC 10) Max Uplift 7=-666(LC 10), 2=-453(LC 10) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194//21, 3-4=-922/521 BOT CHORD 2-8=-1354/1030, 7-8=-806/591 WEBS 3-8= 362/589, 4-8=324/593, 5-7=-264/725, 4-7= 737/972 Structural wood sheathing directly applied or 3-2-14 oc puffins, except end verticals. Rigid ceiling directly applied or 4-10-4 oc bracing. 1 Row at midpt 6-7, 5-7. 4-7 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ff; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Extedar(2) 4-1-10 to 14-1-6, Comer(3) 14-1-6 to 20-6.4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 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, with BCDL= I0.0psf. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 7=666, 2=453. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 OWARNING-VedFy Ces/gnpBremefemanCREAD NOTES ON MIS AND WCLUDEDMREKREFERANCEPAGEMX74nmv. 1Nea¢015eEFOREUSE. Design valid for use only with M6ek® connectors. This; design Is based only upon parameters shown and is for on Individual building component, not ��• a buss system. Before use, the building designer must verify the appllccallty of design parameters and properly Incorporate this design Into Me 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 daBymage. For general guidance regarding the erection and ing of misses and muss systems.g6649 and t1CS1 t1u1dhp Component 6904 East Blvd. Safety lnfomsotionavoiloble. efrom Truss Plate lInsti. tutte.28N. fee Sheet, 312.Alex+andrIo1, VA 22314Mnb, Tampa, FL 33610 Job Truss Truss Type City Ply LOT 40/55/08 STQ1NDIAN RE T77282913 1788676 C1 Jack -Open 6 1 Job Reference (optional) Builders FustSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 MiTek Industries, Inc. FA Jun 7 12:42:49 2019 0.1 i-4 0.11-0 Scale =1:7.6 Plate Offsets KY)— 12:0-1-4,0-0-21 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(L-) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress [nor YES WE 0.00 Horz(CT) 0.00 4 n/a n1a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=.3/Mechaniwl, 2=158/0-8-0, 4=-15/Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-3(LC 1), 2=-148(LC 10), 4=-15(LC 1) Max Grav 3=14(LC 6), 2=158(LC 1), 4=31(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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 psi bottom chord live load nonconcunent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacilyof 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=148. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Job Thus Thus Type Oty Ply LOT 40/55/08 STCANDIAN RE T77282914 1788676 C1P JACK -OPEN 4 1 Job Reference (opt onap Burners Mancgl fce Itnapi Ully, FL), Vista Urly, FL- 33b67, 132U19 to I eK matemi , ma. 1-1 Jllrl N 1Z:42:ba ZUle LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (Ioc) Mail L/d TCLL 20.0 Plate Grip COL 1.25 TC 0.20 Ved(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Veri -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 HoR(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=-3/Mechanica1, 2=158/0.3-0, 4=-15/Mechanical Max Ho¢ 2=73(LC 10) Max Uplift 3=-4(LC 7). 2= 148(LC 10), 4=-15(LC 1) Max Gmv 3=12(LC 14), 2=158(LC 1), 4=31(LC 14) FORCES. (Ib) - Max. CompAMax. Ten. -All forces 250 (Ile) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-114 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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) 3, 4 except (jt=lb) 2=148. Joaquin Velex PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Bind. Tampa FL 33610 Date: June 7,2019 AWARNING-Vcdfydes/gnparemelenandREADNOTESONTHISANDWCLUUEDMREKREFERANCEPAGEMlin,v.faAY2015BEFOREUSE Design valid for use only with Mll connectors. This design Is based only upon parameters shown antl Is for an Individual building component, not �� a hum system. Before use, the building designer must verify the appllcablllty of design parameters and property Incorporate this tleslgn Into the overall building design. Bracing Indicated Is to prevent buckling of Individual hum web and/or chord members only. Addmonal 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 busses and buss systems seeANSVrPll Quality Criteria. DSB49 and BCSI BuldbO Component Safety Caron ationavciloble from Truss Plate Institute, 218 N. Lee Street. Suite 312 Alexandria. VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Tnus Type cmy Ply LOT 40/55/�STCI.I.N.DIAI RE T17282915 1708676 C3 Jack-Open1Job Referen Builders FrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 132019 MTek Industries, Inc. Fd Jun 712:42:50 2019 Page 1 ID:UFLsKgoi2rrgRmwAj)SOPzBAGN-A5z30J3duzbburgNSwxMW3BVvW uPShxggJyrvLzSgJZ Scale =1:12.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MP Weight: 12lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-81(LO 10), 2=-139(LC 10), 4=-35(LC 7) Max Grav 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 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 for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=139. Joaquin Velez PE No.68182 bbTek USA, Inc. FL Cart 6834 6904Parke East Blvd. Tampa FL 33610 Date: June 7,2019 AWAAWING- Verily designperemefemand READ NOTES ONTHIS AND INCLUDEDM?EKREFERANCEPAGEMLL74" ev.100300158EFOREUSE I __ Design valid for use only with MBek® connectors. The design Is based only upon parameters shown, and D for an hdlvldual bulltling component not IM- a truss system. Before use, the bulltling designer must verity the applicablllly, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of Individual buss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for sbbiltry and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabdcaflon. storage, delivery. erection and bracing of trusses and truss system& seeANSIAPIt Quality Cdfeda, DSM9 and Best Building Component 69N Parke East Blvd. Safety Informatbrch ollable from Truss Plate Institute. 218 N. lee Street Suite 31Z Alexandria, VA 223314. Tampa, FL 33610 Job Truss Tmss Type C7y Ply LOT 40/11/08 STCANDIAN RE :77 T77282916 1788676 C3P JACK-0PEN 4 1 Job Reference (optional) aul0ers nrsrauurce triam cny, I-L), rlem Glly, rL - 335e], 8.24U a MaV 132U19 Mi IeK inaaslnes, Inc. rn Jun / lz:4z:b1 4ule G Scale = 1:/2.7 2.11.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Mail L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=60/1illechanical, 2=195/0-3-0, 4=30/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max Gmv 3=60(LC 1), 2=1911), 4=49(LC 3) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst; h=15ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 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 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 201 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except at -lb) 2=139. Joaquin Velez PE No.68182 MTek USA, Inc. FL Con 6634 6904 Parka East Blvd. Tampa FL 33610 Date: June 7,2019 ,&WARNING- Vedlydesr9nparis dmsend READ NOTES ON MIS AND INCLVDWMi KREPERANCE PAGE MB74Y4reV. 701XV2015aEPORE USE Design valid for use only with MnekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a truss system. Before use, the building designer must verity the applicability of design parameters and property Ncalporate this design Into the overall building design. Bracing indicated o to prevent bucWing of Individual fuss 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 fuss systems, seeANS171PII Quality Coterie. DSB-59 and BCSI Building Component Safety Infomlatbmvalloble from Tmss Plate Institute. 218 N. Lee Street Suite 312. Alexandra, VA 22314. 6904 Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type My Ply LOT 40/55/OB STC/INDIAN RE T17282917 1788676 C5 Jack -Open fi 1 Job Reference (optional) emiaers nrsrouurca triam Uny, rr.), rlam Uny, rL- 33515r, 8240 a Mav 13 2019 MI I ek mammas. me. rn JM 7 12:42:b2 2U19 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=112/Mechanical, 2=262/0-8-0, 4=59/Mechanical Max Horz 2=213(LC 10) Max Uplift 3=-053(LC 10), 2=-165(LC 10), 4=-7(LC 10) Max Grav 3=112(LC 1), 2=262(LC 1), 4=87(LC 3) FORCES. (Ib) - Max.Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.6 PLATES GRIP MT20 2441190 Weight: 18lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; 11=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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 pat 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=153, 2=165. Joaquin Velez PE No.68181 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Job Truss Truss Type (Dry Ply LOT 40/55/08 STC/INDIAN RE T17262918 1788676 C5P JACK -OPEN 4 1 Jo h Reference (optional) ouiaers ruamwrw learn smy, rL1, riam ury, rL-a3bbI, 8.240 S May 13 2019 MiTek Industries, Inc. Fri Jun 712:42:52 2019 Page 1 ID:iO_uD4BM3Rhvn5slpy6aEmzjf1 L-7U5prR4u0arJBBglaLngbUDINKTnwbRScdRyzEzBgJX e -1-4-0 I 4-11.4 1-4-0 4-114 Scale = 1:17.6 la Plate Offsets (X,Y)-- f2:0-0-4 Edeel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.12 4-7 >486 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.11 4-7 >556 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horii -0.00 3 n/a rJa BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=112/Mechanical, 2=262/0-3-0, 4=59/Mechanical Max Horz 2=213(LC 10) Max Uplift 3=-153(LC 10), 2=-165(LC 10), 4=$6(LC 7) Max Grav 3=112(LC 1), 2=262(LC 1), 4=87(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 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 for a 10.0 psi bottom chord live load nonconcurrem 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 611=11h) 3=153,2=165. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 A WARNING -Vdi design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MX747a rev. 1a=ao1S BEFORE USE Design void for use only with MRek® connectors. This design 6 based only upon parameters shown, and Is for on IndNldual building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing ndicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlred for stability and to prevent collapse wrh possible personal Inury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems. seeANSVIPII Quality Cm•dn. DSO-89 and SCSI Building Component SON Parke East Blvd. Safely Inlormotlorvavailable from Truss Rate Institute, 218 N. Ise Street- Suite 312 Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 40/51/08 STC/INDIAN RE T77282919 1788676 D01 Common 6 1 _ _ Job ReferencesoptianaZ blamers nrstauurc i trim u ry, rt4, dent ury, M- J3bbt, + -1.4-0 , B-2-15 8.24U S MaV 1 J 2Ulu MI I ex 1-0-0 8-2-15 2-1-1 2-1-1 3x4 4 3x4 3x4 J 3 5 6.00 12 18 17 1.5x6 STP= m 2 i 10 21 22 23 4z6 = 2x4 // 9 8 24 3x6 = 2x4 \\ 19 � 20 Inc. Fn Jun y12:42:bJ 2Ula rage 1 Scale = 1:37.6 6 4x6 = 7 Ig Plate Offsets (X Y)-- [4:0-2-15 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.51 8-10 >483 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.78 8-10 >318 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 6 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 90 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing dirsctlyapplied or 3-6-8 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1101/0-8-0,6=1109/0-e-0 Max Horz 2=-179(LC 11) Max Uplift 2= 703(LC 10), 6=-708(LC 11) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2037/1485, 5-6=-2049/1495 BOT CHORD 2-10=-1065/1737, 8-10=-897/1364, 6-8=-1072/1746 WEBS 3-5=-146611585, 5-8=-3127758, 3-10=-2987742 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 4-10-6, Extedor(2) 4-10-6 to 15-9-10, Interior(1) 15-9-10 to 16-6-6, Exterior(2) 16-6-6 to 22-0-0 zone;C-C for members and farces & MW FRS 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 nonconcument 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= 10.0psf. 5) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=703, 6=708. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 10-11=-20, 10-21=-60, 8-21=-75, 8-24=-35, 14-24=-20 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING -Verify Lesl9nperemeteraeed READ NOTES ON TN/SAND INCLUDED N1TEKREFERANCEPAGENIP74TJ rev. 1GTYLa15BEFORE USE Design valitl for use oNy v4M Miner+ connectors. IDis tleslgn Is bosetl oNy upon parameters shown. ontl& for an IntlMtluai bu7tllnB component, net ��- a buss system. Before use. the buildIng de9gner mustve""the ap"cabllly of de9gn parameters ontl properly Incorporate mis tleslgn into the overall balding de9gn. Bracing lndicafed is to prevent bucWing of intlNMual buss web and/or chord members only. Atltlifional fempolory and permanent bracing MiTeW b always requketllor stab111N on to prevent coltopse wlm pos9ble personal bJury ontl property tlamage. For general gultlance regartling the fait allot, storage, tlelNery. erecMon antl bracing of trusses and buss system, seeANSUR11 QuoDp1hy CMeM. D5689 end SCSI Suldhp Cempon�nl 69oa Parke Ent BNe. S.In/ommlbmvolloba from Truss Plate ImfBufe, 218 N. tee Sfreet. Suite 312 Alexantl'0, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/55/08 STC/INDIAN RE T17282920 1788676 D02C GABLE 1 1 1 Job Reference (optional) Builders einAbaame (Plant Gary, FL), Plant City, FL-33567, 8.240 s Mav 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:54 2019 ID:enl 4x6 i Scale =1:37.6 3x4 = 2k4 II 5x8 = 2.4 11 3x4 = 6-4-0 70-4-0 14-4.0 20-8-0 6-4-0 4-0-0 4-0-0 6.4.0 Plate Offsets (X Y)- 12:0-0-12 0-0-01 [4:0-3-2,0-2-01. i6:0-0-12 0-0-01 [9:0-4-0 0-3-0] LOADING (pst) SPACING- 2-0-0 CS]. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.18 10-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.20 B-26 >999 180 SCLL 0.0 Rep Stress Incr NO W B 0.38 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MSH Weight:11711s' FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Its/size) 2=1219/0-8-0, 6=1219/0-8-0 Max Horz 2=-179(LC 9) Max Uplift 2= 786(LC 8). 6=-786(LC 9) FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 2-3=-1901/1132, 3-4=-1336/857, 4-5=-1336/857, 6.6=-1901/1132 BOT CHORD 2-10=-1029/1662, 9-10- 1029/1662, 8-9=-851/1662, 6-8=-851/1662 WEBS 4-9= 621/994,5-9=-679/599, 5-8=-138/390, 3-9=-679/598,3-10=-138/390 BRACING - TOP CHORD Structural wood sheathing directly applied or3-63 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Gable studs spaced at 2-0-0 Go. 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-M wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 he uplift at joint(s) except Ot=lb) 2=786, 6=786. 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: 14=-54, 4-7=-54, 21-24=-57(F=-37) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING - Ver/fydaslgnpsva.shrsand NEAON07ES ONTN/SMDINCLUDWMWEKRUERANCEPAGEM674m.x .. 1M3t?015aEF0aE USE. Design valid for use only with Mired) connectors. run 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 appllcabllity, of tleslgn parameters and properly Incorporate this design Into the overall bulding design. eroding indicated is to prevent bucking of Individual thus 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 guldonce regarding the fabrication, storage, delivery. erection antl bracing of trusses and truss systems, seeAN6UIPIt Quality Criteria, DS849 and BCSI tluldYry Component Safety Informatiorlavallable from Truss Plate InsBtute. 218 N. We Street, Suite 312 Alexandria VA 22314. MiTeK 6904 Parke East Blvd. Tampa, FL 33610 Job Thus Thus Type City Ply LOT 40/55/OB STC/INDIAN RE T77282921 1788676 E1 JACK 11 1 Joh Refe a ce ( pt'ona0 Builders First5oume (Plant City, FL), Plant City, FL-33567, 8.240 a May 132019 MI I eK Memories, me. Fn Jun /I2Aebb 2U1a rageI ID:en1W5MoPHsnbU7ThsR6yM4zAZ2S.X2nyTO7miVDt7cZKFUKXC7rJOXca7yAvJbgCaZz89JU LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=-O/Mechanical, 2=157/0-8-0, 4=-121mechanical Max Herz 2=76(LC 10) Max Uplift 3=-2(LC 11), 2=-145(LC 10), 4=-12(LC 1) Max Gray 3=13(LC 6), 2=157(LC 1). 4=29(LC 14) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale -1:7.8 PLATES GRIP MT20 244/190 Weight: 6lto FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 be puFins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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) Bearings am assumed to be: , Joint SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001h uplift at joint(s) 3, 4 except (jt=lb) 2=145. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 Q WARNING-Vedlydeegnpemmetemand READ NOTES ON TNISANDINCLUDED MREKREFSWWCEPAGEW7473MK I&D1,1015BEFORE USE Design valid for use only with M6ekS connectors. This design Is based only upon parameters shown and Is for an IntlNltlual building component, not a truss system. Before use, the buildiing designer must verlty the applicability of tlesign parameters and properly Incorporate this design Into the overall Bracing B to buckling IndMdual truss web and/or chord members only. Additional temporary antl permanent bracing MiTek' building design. Indicated prevent of Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delNery, erection and bracing of trusses and truss systems, seeANSI/IPtt Cua1Bv Weitz, DS049 and BCSI Bultlhp Component 6904 Parke East Blvd. Safety Infoena8➢navollabie from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Teas Type City Ply LOT 40/55/085TC/INDIAN RE T17282922 1788676 E1P JACK 9 1 . Job Reference o 'anal Builders FirstSoume (Plant City,. FL), Plant City, FL- 33567, 8.240 s May 132019 MiTek Industries, Inc. Fri Jun 712:42:55 2019 Fage I ID:en1W5MoPHsnbU7ThsR6yM4zAZ2S.X2nyTO7miVDt?cZKFUKXC7rJOXcd7yAvJbecaZz89JU -1-4.0 r 1-0-0 F Scale = 1:7.8 -0-0 1-o-0 Plate Offsets (X Y)— 12'0-04O-0-OI LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ved(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.06 Ved(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 6lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-0/Mechanical, 2=157/0-3-8, 4=-12/Mechanical Max Horz 2=76(LC 10) Max Uplift 3=-6(LC 7). 2=-145(LC 10). 4=-12(LC 17) Max Grav 3=9(LC 14), 2=157(LC 1), 4=29(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) gable end zone and C-C Corrl zone; porch left exposed;C-C for members and forces & MW FRS for reactIons shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and anyother members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) S. 4 except Qt=lb) 2-145. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ced 6634 6904 Parka East Blvd. Tampa FL 33610 Data: June 7,2019 AWARNING -Vlenrydeal9npnremelenand READNOTIESONMISANDINCLUDEDMIF£KNEFEHANCEPAGEM67473,e.iWAi2015BEFOBEUSE Deslgn valid for use onlywlth MiTek®connectors. This design is based any upon parameters shown, and is for an lndMidual building component net �R ■■ a truss system. Before use, me bWOing designer must verify the opplloablllly of design parameters ontl properly Incorporate MIS design Into the overall building design. Bracing Indicated is to buckling of lndMtluol truss web ontl/or chord members only. Addliionol temporary and permanent bracing MiTek- prevent IsalwaysrequlredforstabiityandtopreventcoilapsewrMposslblepersonalln)ury and property damage. For general guldance regording the fobskatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVlP11 CuaW CribM. DBB-09 and BCSI Buldlsp Component 69W Parke East Blvd. Safety Informatbrrnoilable from Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandrim VA 22314, Tempo, FL 33610 Jab Truss Truss Type all Ply LOT 40/55/085TC/INDIAN RE T77282923 1788676 E7 JACK -OPEN 24 1 Job Reference (optional) Builtlers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fd Jun 7 12:42:56 2019 Page 1 ID:UFLsKgoi2lTgRmwAjjSOPzBAGN-7FKKgM7OTpLkcm8XpB=IKON4xofsP02XFPA67zBgJT 3-2-0 7-0-0 1-0.0 3-2-0 ~ 3-10-0 Scale = 1:23.7 Plate Offsets(X,Y)-- f2:0-2-100-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Verl 0.20 4-7 >411 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >400 180 BCLL 0.0 Rep Stress lncr YES WE 0.00 HOrz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 241b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=166/Mechanical, 2=336/0.8-0, 4=83/Mechanical Max Horz 2=287(LC 10) Max Uplift 3= 228(LC 10). 2=-197(LC 10). 4=-9(LC 10) Max Gray 3=166(LC 1), 2=336(LC 1), 4=124(LC 3) FORCES. gle) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD Rigid ceiling directly applied Or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C. Exterior(2) zonl 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) Bearings are assumed to be: Joint 2-SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) 4 except (jt=lb) 3=228,2=197. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2019 AWARNING -w1hydesignparamefera dREADNOTES ONTHISAMI)MCLUDFlIMREKBEFEBANCEPAGEMU]473rev.I&OV2015BEFOBEUSE Deslgnvolld for use only with MOek® 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 very Me appllcoblmy, of design parameters and properly Incorporate th6 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 MITOW Is always required for stability and to provent collapse Win Possible personal injury and property damage, For general guidance regarding the fabdeaflon, storage. delNery, erection and bracing of nussos and Huss systems seeAN$VrPil Quall8lyy Ci rM, D3349 and SCSI Su3tlCrg Component Safety Informaaonavailcble from Truss Plate Institute, 218 N. Lee Steel, Suite 312, Alexandria. VA 22314, 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Typp Oty Ply LOT 40/55/08 STC/INDIAN RE T77282924 1788676 E7P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 a May 13 2019 MTek Industries, Inc. Fri Jun 712:42:57 2019 Seale =1:22.6 Plate Offsets (X,Y)-- [2:0-2-12 0-1-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Vast L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.18 4-6 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.16 4-6 >519 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Hom(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 301b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 24 SP No.2 REACTIONS. (lb/size) 3=142/Mechanical, 2=336/0-3-0, 4=107/Mechanical Max Horz 2=287(LC 10) Max Uplift 3=-204(LC 10), 2=-204(LC 7), 4=-115(LC 7) Max Grav 3=142(LC 1), 2=336(LC 1), 4=141(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250.(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C for members and tomes 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 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 3=204, 2=204, 4=115. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cod 6634 6904 Parke East BNd. Tampa FL 33610 Date: June 7,2019 QWARNMO-Ven)yEes/gn PArametefsend BEADNOTES ON TNISANDWCLODEDMfTEKAEFEBANCEPAGEMLL74TJmv. 1daYA015BEFOBEOSE Design valld for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for on IndNidual building component, not a truss system. Before use, the building deegner must verity the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent bucIrIng of IndIvlducl truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse wlih possible personal Injury and property damage. For general guldonce regarding the fabrication. storage, delivery, erection and bracing of trusses and fiU9 systems sesANSVTPII OuaT Cdfedo, DS549 and SCSI Building Component 6904 Parke East Blvd.Safely Brffamationavollable from Truss Plate Institute. 218 N. Lee Street, Suite 31Z Alexantlrio, VA 2291A. Tampa, FL 33610 Job Thus Truss Type Ply LOT 40/55/OB STC/INDIAN RE T17282925 1788676 H1 JACK 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:67 2019 Page 1 ID:ent W SMoPHsnbU?ThsR6yM4zAZ2S-TRuiui8OE7TbEwjjNuM?IYwa9LIBbsgBmvgjeRzBgJS LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lot) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress [net YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=41Mecharrical, 2=223/0-8-0, 4= 18/Mechanical Max Hors: 2=97(LC 6) Max Uplift 3=-4(LC 1), 2=318(LC 6), 4=-18(LC 1) Max Grav 3=27(LC 6), 2=223(LC 1), 4=59(LC 6) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) 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 psf bottom chord live load nonconcurrem 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 anyother members. 4) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=318. Joaquin Velez PE No.60182 MTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: June 7,2019 O WARNWG-Vedydesignpemmetemend READ NOTES ON MOANDWCLUDEOMREKREFERANCEPAGEM674Y Y. 1DN1201SBEFORE USE Design valld for use only with MBeR® 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 building design. Bracing Indicated 6 to prevent buckling of Individual l truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stoblllty 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 seeANSVIPII Quality Criteria. DSB49 and SCSI Buldkro Component 6904 Parke East Blvd. Safety Informationwailoble from Truss Plate Institute, 218 N. Lee Sheaf, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Jab e Truss Type (0ty Ply LOT 40/55/08 STCANDIAN RET77282926 �Hl 1788676 JACK 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL- 33567. 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 712:42:58 2019 Page 1 ID:en1 W 5MoPHsnbU7ThsR6yM4zAZ2S-xdS4529f7OcSs3HvwclEglTlvldPKJwL7ZuGSuzBgJR Scale a 1:7.6 Plate Offsets (X Y)— (2:0-6-0 0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vasil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC 0.12 Ven(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-4/Mechanical, 2=223/0-3-8, 4=-18/Mechanical Max Harz 2=97(LC 6) Max Uplift 3=-6(LC 7), 2=-340(LC 6).4=-18(LC 1) Max Grav 3=20(LC 6). 2=223(LC 1).4=43(LC 6) FORCES. (Ib) -Max. CcmpJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--5.Ops1; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) 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 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) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jt=lb) 2=340. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 68N Parka East Blvd. Tampa FL 33610 Date: June 7,2019 Job Truss Truss Type tlry Ply LOT 40/55/08 STC/INDIAN RE T77282927 1788676 H7 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:59 2019 Page 1 ID:UFLsKgoi2lTgRmwAhSOPzBAGN-DgOSJOAHmkkJTDs6UJPTNzO ogtj3jCUDDegjKz89J0 -1-10-11 6.3.7 9-10-13 1-10.10 6.3-7 ~- 3-7-6 - - - -' Scale=1:23.3 6x8 = Plate Offsets (X Y)-- 12:0-2-4 0-0-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.12 7.10 >995 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.09 7-10 >999 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Hoa(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 42lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=165/Mechanical, 2=410/0-8-0, 5=422/Mechanical Max Horz 2=374(LC 4) Max Uplift 4- 237(LC 8), 2=-473(LC 4), 5- 442(LC 4) Max Grav 4=219(LC 18). 2=410(LC 1), 5=422(LC 1) FORCES. (Ib) -Max. Comp./Ma t. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-638/451 BOT CHORD 2-7=-695/576, 6-7=-695/576 WEBS 3-7=-176/306, 3-6=707/852 BRACING - TOP CHORD Structuml wood sheathing directly applied or 6-M oc pudins. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except (jt=1b) 4=237, 2=473, 5=442. 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 (pIQ Vert: 1-2=-54 Trapezoidal Loads.(pIQ Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, 8=-39), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: June 7,2019 Q WARNWG- Ventydesign perameWmand READ NOTES ON THIS AND INCLUDED M/TEKREFERANCEPAGEM27473mv. 101132DISSEFOREUSE Design valid for use only with M0eIxG connectors. This design Is bored only upon parameters shown, and Is for on Indvidual 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 huss web and/or chord members aNy, Additlonol temporary and pennonent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricali storage, delivery, erection and bracing of trusses antl huss systems seeANSVO'll puanly CR,M. DS549 and SCSI Balding Component 69N Parke East Blvd. Sofe"formatbrwamble from Truv Plate Institute. 218 N. Lee Sheet Suite 31Z Alexandria VA22314. Tampa, FL 33610 Job Truss Truss Type @ty Ply LOT 40/55/08 STC/1NDIAN RE T17282928 1788676 117P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:42:59 2019 Page 1 ID:UFLsKgoi2lTgRmwNjSOPzBAGN-QgOSJOAHmkkJTDs6UJPTNzOwZ9t53hbUDDegjKzBgJQ 3x4 = Scale=1:22.2 Ib . 5-2-5 4-8-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.08 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.36 Horz(CT) -0.01 5 n/a nta BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 43lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or6-0-0 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-7 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb(size) 4=227/Mechanical, 2=412/0-4-4, 5=364/Mechanical Max Horz 2=376(LC 4) Max Uplift 4=321(LC 4), 2=-475(LC 4), 5=-358(LC 4) Max Grav 4=200(LC 18), 2=412(LC 1), 5=364(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-751/575 BOT CHORD 2-7=-836/696, 6-7=-836/696 WEBS 3-7=-110/271, 3.6=-755/908 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 5 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except ft=11b) 4=321, 2=475, 5=358. 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: 1-2- 54 Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-to-4=-134(F=-00, B=-40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 7,2019 OWARNING. Vvilydesrgnparamelersand READNOTES ON TNISANDMCLUDE0avmEKREFERANCE PAGE MD74"rev. IQW201SBEFOREUSE Design valid for use only with M9ek® connectors. This design Is based oNy upon parameters shown. and Is for an Individual building component, not a truss system. Before use. Me building dosigner must verify the oppllcabllity of design parameters and properly Incorporate this design Into the overall buttling tlesign.&acing Indicated is to prevent buckling of Individual buss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek' Is always requir fa'stab0ty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallom storage, delivery- erection and brodng of inssses and truss systems. saeANSUlpil Quality CrBeM, DS549 and SCSI Building Component 69U Parka East BNd. Safety lnformationavoilpbie from Truss Rate Institute, 218 N. Lee Steel. Suite 312. Mexandda. VA 22314. Tampa, FL 33610 M Job Toss Type l9ty Ply LOT 40/55/08 STCANDIAN RE T17282929 1788676 �Truss L03 HIP TRUSS 1 1 Job Reference -(optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:43:00 2019 Page 1 ID:JR51SNiTSia%AOMBFKU9owzAhiT-uOarWk0vx2sA5NR121wivAYlvY6eo85eS\NNFMZ8gJP - I 9-0.0 11-0.0 .-6 I' .~21-.44-14k 441-.1OR0 4.5.6 2-0.0 456 46- --00 n M 4x6 = 4x6 = 18 4x6 = 3x4 = 4x6 = 3x4 = 4x6 = Scale=1:36.9 Im d 9-0-0 1 z-o-o s-o--o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.46 11-14 >522 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.3811-14 >627 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Hom(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matti Weight: 95 lb FT=20% LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-4-0, 7=812/0-4-0 Max Harz 2=159(LC 10) Max Uplift 2=-591(LC 7), 7=-591(LC 6) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1273/2336, 3-4---980/1947, 4-5=-826/1827, 5.6=-980/1947, 6-7= 1273/2336 BOT CHORD 2-11=-1962/1124, 9-11=-1390/826, 7-9=-1962/1124 WEBS 3-11= 362/655, 4-11=-682/285, 5-9=-082/285, 6-9-362/655 Structural wood sheathing directly applied or 2-2-0 oc pudins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) 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) 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 3-0-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 2=591, 7=591. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 3361D Date: June 7,2019 Q WARNMG-Vedfydes/SAparomefer4AAd READN0rES ON THLSANDBlCLUDEDMREKREFERANCEPAGEM474n.re.. 10=WISBEFOREUSE. Design valid for use only with Mnekla 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 appllcpbllny of design parameters and propedy Incorporate Mls design Into the overall building design. Bracing Indicated is to prevent budding of lndlvlduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria. DSB49 and SCSI Building Component Safety Informational from Two Plate Institute.218 N. Lee Street Suite 312, Alexandria, VA 22314. 69M Parke East Blvd. Tampa. FL M610 Thus Truss Type -`-- hly Ply LOT 40/55/OB STC/INDIAN RE T17282930 L178676__. L04 Hip Truss 1 1 Job Reference (opt onap Builders FuslSource (Plant City, FL), Plant City, FL - 33567. 8.240 a May 13 2019 MiTek Industries, Inc. Fri Jun 7 12:43:012019 Page 1 ID:JRSISNiTSiaXAOM8FKU9owrAhiT-MCBDk4BXIL_IIXOUckRxSO5D1ySXXdynhX7x CzOgJO -12 7-0-0 10-0.0 130-0 16-9-4 20-0-0 21-4-0 1-0-0 3.2-12 + 3.9-0 3-0-0 30.0 I 3.9-4 3.2-12 ~14.0 a 5.8 = 1B 6x8 = 4x6 = 3xB = 4x6 = 3x4 = 4x6 = Scale =1:36.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.93 WE 0.17 Matdx-MSH DEFL, in Vert(LL) 0.22 Vert(CT) -0.21 Horz(CT) -0.09 (loc) Udetl Vd 9-17 >999 240 9.17 >999 180 7 n/a We PLATES GRIP MT20 244/190 Weight: 98 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 -Except- TOP CHORD Structural wood sheathing directly applied or2-11-13 oc puffins. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1581/0-4-0, 7=1581/0-4-0 Max Horz 2=-128(LC 9) Max Uplift 2= 1348(LC 5), 7=-1348(LC 4) Max Grav 2=1718(LC 18). 7=1718(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3328/2651, 3-4- 3244/2613, 4-5=-2880/2397, 5-6=-3243/2612, 6-7=-3329/2651 BOT CHORD 2-11=-2365/3085, 9-11=-2231/2962, 7-9=-2295/2991 WEBS 4-11- 91/456, 5-9= 109/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f ; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone; porch left and right exposed; 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1348,7=1348. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7091b down and 515lb up at 13-0-0, and 7091b down and 5151b up at 7-0-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-117(F=-63), 5-8=-54, 12-15=-43(F= 23) Concentrated Loads (Ib) Vert: 4=-347(F) 5=-347(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 66U 6904 Parke East Blvd. Tampa FL 33610 Dale: June 7,2019 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y /4 offsets are indicated. 6u4-8 dimensions shown in ft-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for two system, e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing, is always required. See BCSI. 1 �- 1111 ci-2 c2-s 2. Two bracing must be designed by an engineer. For themselves 0NWEBS � 4 wide truss spacing, Individual lateral braces may require bracing, or alternative Tor T c 0 bracing should be considered. I U 0 yfr� 3 C4 p a1° 0 U 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 For 4 x 2 orientation, locate cr-e co- can r- BOTTOM CHORDS designer, erection supervisor, property owner and all other interested plates 0-1/0 from outside parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. _ connector plates, THE LEFT. 7. Design assumes trusses will be suitably protected from ' Plate an details available in M7eK 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. re or SOItWafB or Upon rBgUBSt. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber exceed shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension Is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel To slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that ^� 7 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided of output. Use T or I bracing spacing Indicated on design. if Indicated. Lumber design values are in accordance with ANSI(TPI 1 section 6.3 These truss designs rely on lumber values iof 10 ft14 Bottom chords require lateral bracing . spacing, or less, if no cling Installed, unless at ft. noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section Indicates joint number where bearings occur. 17. Install end load vertically unless indicated otherwise. Min size shown Is for crushing only. Qp 18. Use of green or treated lumber may pose unacceptable environmental, hearth or performance risks. Consult with project engineer before use. Industry Standards ANSI/TPII : National Design Specification for Metal 19, Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. a Is not sufficient. BCSI: Building Component Safety Information, M k 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling; iTe ANSWIPI 1 Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 IJ REVISE AND RESUBMIT 'fiPiHE#NfDMIT111.NOTATIONS 0 NOT REVIEWED (See Explanation) GorractionsC* cofitinents made on equipment submittals ar,shop drawinf;b(during this review do not relieve cot tractor ifrorn (compliance with requirements of the craw - tinge tend tspecitications. This check is only for review of general'coriformarice with the !'-sign concept of the pro*tiandlgeneral compliance wif:: the information given in.the(contract :documents. The contractor is responsible for confirming :and correlating all quantities and dinan- sions;'safecting.'fabrication processes and te;hniques of construction; lcoordinating his work with that of all other trades and`performing his work in a safe and satisfactory manner. FLORIDA DESIM SOLUTIONS, INC. Ome-k-10-19 _By cubmittaf No. Project'NO.--Frojact Eng. roiect Ftamir _ _._.`AN _11�U—'AAAA��'� 5C ED �mA.an,n.aa�Coate$. TO a� ��r B 11fi+E51�/ eiifi sore mar,o mwwa i¢o,mm H rmo m eacca Conditions Prior To TOLL: 20 PSF TOLL• " PSF TMU 0T PSF TCDL 10 PSF EMU 10 PSF BWU 5 PSF BY TOTAL• 17 PSF TOTAL 55 PSF DURATION: 1.23 DURATION: 1.00 CAUTIONIII DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS MO BSCIAI SUMMARYSHFETS. ALL PERMANENTORNaNG MUST SE IN PLACE PRIOR TO LOADING TRUGSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 2) SCAB DETAILS (IF REQUIRED) e) UPLIFT AND GRAVITY REACTIONS. WARNING Beclmhargas Wl6 NW Bo Accepted Rogvdlem of FauH WHheul Prim, NoBRutlon By Cuetomor Whin ae Heum And Imastlgadon By Budd. not Soums. NO EXECPTIONS. no Goneml C WrS ter Is Responsible For AS Cmmoml .. Other Tun Truss to Truss, Gable Shear Wall, Aml Conmctlona. Temporary and Pomumnt Bmeleg. Aml Calling And - ,Roof Dlephngm Cenmctlons. ROOF PRCK W12 CEIJNG PT - 0112 TOP CHORD SIZE: 2 XI BOTTOM CHORD SIZE 2 X d OVERHANGLENGTK IV Elm CUT: Plumb CANTILEVER: — MUM SPACING: 2s' BURDINGCODE: FBC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PRomcD Single Family Momy 1755 C 1OX20 LANAI ADDRESS: 5609 PALM DR LOTIBLOCK INDIAN RIVER SUBOMSION: CRY: FORT DRAWN BY. KTEUBER JOBS:JOB0:l 1788676 DATE: OSMTM19 SCALE: NIS PLAN DATE 2019 REVISIONS: 1. 2 2. a �ftaftm AF a�@ 8408 AlTad Road Plod dry, FL 02560 Ph(813)3O 1200 Fox (81a) 2WMI