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HomeMy WebLinkAboutMITEK - ENGINEERINGMII� MiTek Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: Q57622 - PALMETTO VILLAGE GARAGE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GRANDE CONSTRUCTION OF FL Project Name: PALMETTO VILaffbW8V-4Mlodel: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 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 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name I Date 1 IT15941985 JA 115/2/19 2 IT16941987 lAl 15/2/19 3 T16941988 A2 5/2/19 4 T16941989 GRA 5/2119 5 IT16941990 J1 5/2/19 6 IT16941991 IJ3 5/2/19 I7 IT16941992 IJ5 15/2/19 16 IT16941993 IJ7 15/2/19 19 IT16941994 IKJ7 15/2/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTews customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. SCq By St lucre County %%0%J11111111111 It.. `�P�� No 22839 IZZ O:. STATE OF :��/� c�OR1O%�` '•,''SS,1ONA� E�C?�. Walter P. Finn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Finn, Walter 1 of 1 Job Truss Type City Ply GARAGET16941986 AATTIC 7 1ob [.asALMETTOVILLAGE Reference o tional cnamoers buss, mn, rgn rrcme, r4 31 Scale =1:40.7 4x4 = 4 3x5 = 3x4 = 3x6 = 3,01 = US = i$ Plate Offsets (X Y)— (2:0-0-2 Edae) [6:0-0-2 Edge] LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (loc) 8de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert LL) -0.08 10-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Ven(CT) -0.2010-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 HOrz(CT) 0.05 6 Na nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wnd(LL) 0.1010-13 >999 240 Weight: 1011b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied or4.10-10 oc puffins. BOT CHORD Rigid ceiling directly applied or7-1-14 oc bracing. REACTIONS. (lb/size) 2=1109/0-8-0, 6=1109/0-8-0 Max Ho¢ 2=187(LC 10) Max Uplift 2=-619(LC 12), 6=619(LC 12) FORCES. (Ill) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2068/1238, 3-4=-1833/1157, 4-5=1833/1157, 5-6=2068/1238 BOT CHORD 2-10=-1008/1870, 8-10=572/1238, 6.8=1036/1870 WEBS 4-8=-363/658,5-8=450/409,4-10=363/658,3-10=450/409 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24fi; eave=4ft; Cat. it; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlenor(2)-1-0-11 to 1-11-5, Interior(1) 1-11-5 to 11-6-0, Exlerjor(2) 11-6-0 to 14-6-0. Interior(1) 14-6-0 to 24-0-1 t zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Thistruss has been designed fora 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.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 2 and 619 lb uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22639 MRek USA, Inc. FLtert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING. Vertfyclsl9nparamefen and READNOTES ON MSANDINMUDEDMREKREFERENCE PAGE 1941473rw. 10N3,2015BEFORE 115E Design valid far use only wM MRek® cennecmrs. This desugn Is based ony upon personal anown, and is far an Individual butting component, not a truss season Before use, Me builmng designer must verythe applicability of design parameters and Pmpedy incorporate and design Nloibe overall buildingdesign. Bracing indicated is to prevenlburlJNg of lndMdual Wss web endinduadmembersony.McAlonaltempomry. and permanent bracing MiTek' Is always required for stability and to prevent collapse won possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery, erection and bracing of trustee aM truss system. see ANSUIon Quality CrNeda, DSB419ead BCS/ Building Component 6904 Parke East Blvd. Sarerylnfonnffilon avagablefmm Trussplate InMWe,216NLeeS d,Suae3f2.Alexandre,VA22314. Tampa. FL 36610 u Job cuss Truss Type Dry GARAGET16941987057622 1 Hp 2 �P=LLAGE o lional Chambers Truss, Inc., Fort Fierce, FL it d.zaus uec Dmromiiex muusmes, roc, inu may<ue:uo:ui .,,c Scale = 1:41.4 4x4 = 4x4 = 4 5 1$ 3x5 - 24 II 3x6 3x4 = 3x4 = 24 II US = LOADING load) SPACING- 2n CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Hom(CT) BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE BOT CHORD 2x4 SP M 30 BOT CHORE WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0.8-0, 7=1109/0-8-0 Max Hon: 2=180(LC 11) Max Uplift 2=619(1_C 12), 7=619(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1987/1235, 3-0=1437/1027, 4-5=1265/969, 5-6=1437/1027, 6-7=1987/1235 BOT CHORD 2-13=-9B9/1757, 11-13=989/1757, 10-11�612/1265, 9-10=1004/1757, 7-9=1004/1757 WEBS 3-13=-23/301,3.11=-730/549,4-11=337/467, 5-10=337/467, 6-10=-7311549, 6-9=231301 in (loc) Well L/d PLATES GRIP -0.09 13-16 >999 360 MT20 2441190 -0.23 13-16 >999 240 0.05 7 Na me 0.1513-16 -999 240 Weight: 1091b FT=20% Structural wood sheathing directly applied or 4-7-10 cc purlins Rigid ceiling directly applied or 6-11-6 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1G 1-5, Interior(1) 1-11-5 to 11-0-0, Exterior(2) 11.0-0to 16-2-15, Interfor(1) 16-2-15 to 24-0-11 zone;G-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 flat 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-M 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 619 lb uplift at joint 2 and 619 lb uplift at joint 7. Walter P. Finn PE N0.22839 MTek USA Ina. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 ®WARNING•VWfydeaignparamalmaandREADNOMSOM MSANDINCLUDEDWMKREFERENCEPAGEMPM3rev.l0 0159EFDREUSE Design valid for use only with Wekd connectors. This design Is based only upon pandeders shown, and Is her an LMividuat building component not a Wes system. Before use, Me building designer must wi fyme applIonuldy ofMagn parameters and properly encomerate mis design Wool overall bokingdeslgn., among Indicated is to prevent Middling of individual buss web andlor NON members on?), AAdAonaltempamgalMpe,mweMbmc g WOW Is always required for stability and to preveld collapse wtln possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bmdng oftrusees and buss systems. see ANSVTPN Qualify Cdrorlo, OSB49 odd SCSI Soudan, Campanam 6904 Parke East Bind. SefeyloMmiedon avebbte Iran Truss Plata InMON .216 N. Lee Sireet. Soda 31; Alexandria, VAM14. Tampa. FL 361510 Job Truss Truss Type 01y Ply PALMETTO VILLAGE GARAGE T16941958 057622 A2 Hip 2 t Job Reference (optional) Chambers Truss, Inc., Fort Fauce, I-L b.44us uec b zUlomu ex mausutes, inc. inu may zuo:w:an 4Gla rages i1 4x6 = are = 4 20 21 5 4x4 = 3x4 = ase = 3x4 = 4x4 ours lean Dann Scale=1:41.1 941-0 5-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(L-) -0.20 11-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.37 11-14 >736 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.17 Hom(CT) 0.05 7 Na ale BCDL 10.0 Code FBC20177rP12014 Matrix -MS WincILL) 0.1711-14 >999 240 Weight: 97lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9.4 oc purlins. BOTCHORD 2x4 SP M 30 BOTCHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1109/041-0, 7=1109/0-8.0 Max Hors 2=150(LC 11) Max Uplift 2=619(LC 12). 7=619(LC 12) FORCES. (lb) - Max. Comp_/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2047/1420, 3-4=1728/1193, 4-5-1566/1148, 5-0=172B/1193, 6-7=2047/1420 BOTCHORD 2-11--1190/1957, 9-11=-843/1589, 7-9=1204/1855 WEBS 3-11=-461/441, 4-11=183/430, 5-9=183/431, 6-9=-462/441 NOTES. 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ABC 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCD1_=4.2psP. BCDL=3.Opsf; h=158;'B=4511; L=24ft; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, Interior(1) 1-11-5 to 9.0-0, Exterior(2) 9-0-0 to 13.2-15, Interior(1) 13-2-15 to 14-0-0, Pxtedor(2) 14-0-0to 18.2-15, InteNor(1) 18-2-15 to 24-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fa, between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 Ib uplift at Joint 2 and 619 to uplift at joint 7. Walter P. Finn PE No.22939 MRak USA, Inc. FL Cart 6634 6904 Part East Blvd. Tampa FL 33910 Data: May 2,2019 AWARNING -VenrydoslgnpanmeforeantlFEADNOTES ON MSANDMMU"DRDIENREFERENCEPAGEMg74TJrev. f09112015BEFORE USE Design valid for use ont ran MileleAconnectars. TNs design is based ony upon parameters shown, and Isla an IncMdual balding component, not a truss system Before use, Me building designer must venytha applicabtiy, of design parameters and propeM Incorporate Nis design Into sae overall bundingdesign. Bracing Indicated is to prevent buckling of Individual truss web malor cNam members only. AddAonaltempamryandpeanment Mating MiTek' Is arrays requlred for stability and to prwand coOapsewkb possible personal lnjuNand propery damage. Forgeneralguldanceregadingthe fabrication. storage, derveryry enaction and bracing ofVrunsms usses and runs system, se ANSM11 thwart, Canada, DSB419 and BCSl Building Component 6904 parka East BIM. SafefylnrormINlon ..Uablefmn Truss Flat.h=Wu ,218N.Lee Sireet.SuXe312.AI.xv .VA22314. Tampa, FL 36610 Job Truss Truss Type cry Ply PALMETTO VILLAGE GARAGE T76941989 c57622 GRA Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc, Fort Pierce, FL 5x8 MT18KS = 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:04 2019 2XJ II 5x8 MT18HS = _,„ 1- 3 16 17 4 18 19 5 3x10 11 Us = 3x10 Style=1:41.1 1 M14 7-0O 1 11E-0 16.0.0 19-2-2 23-0-0 3-9.14 3-2-2 1 4-rM I 48 3-2-2 1 3-9-14 Plate Offsets (X Y)- 12:0-40 0-1-141 [3:0-5.4 0-2-01 15:0-5-0 0.2-0t I6:0-0-0 0-1-141 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (low) Ndefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.89 Vert(LL) 0.29 9 >950 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.38 9 >719 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WiB 0.37 Hom(CT) 0.09 6 n1a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 11911b FT=20% LUMBER. TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 2=2289/0-8-0, 6=2289/0-8.0 Max Hom 2=120(LC 7) Max Uplift 2=-1421(LC 8), 6=1421(LC 8) FORCES. (lb) -Max. Coal Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-5160/3134, 34=5441/3415, 4.5=-5441/3415, 5-6=5159/3134 BOT CHORD 2-11=273814686. 9-11=2760/4733, 8-9=2760/4733, 6.8=-2737/4685 WEBS 3-11=446/936, 3-9=-595/964, 4-9=763/619, 5-9=596/965, 5.8=-446/935 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 ps1 bottom chord live load nonconcurent with any other live loads, 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 7.0-0 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 1421 Its uplift at joint 2 and 1421 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 327 Ib down and 371 It, up at 7-0-0. 198 Its dawn and 20416 up at 9-0-12, 198 a down and 204 to up at i 1-0-12, 198 Its down and 204 lb up at 11 -114, and 198 It, down and 204 lb up at 13-114, and 3271b down and 371 Ib up at 16-0-0 on top chord, and 606 lb down and 392 lb up at 7-0.0. 94 It, dawn and 34 Ib up at 9-0.12, 94 Ito down and 34 Ib up at 11-D-12, 94 lb down and 34 lb up at 11-11-4, and 94 lb down and 34 lb up at 13-11-4, and 606 lb down and 392 lb up at 15-11-4 on bottom chord. The designtselectlon of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increll.25 Uniform Loads (pIf) Vert: 13=70, 3-5=70, 5-7=70, 2-6-20 Walter P. Finn PE No.22839 MTek USA, Inc FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING-VergydwL paramelmn dREADNO7 ONMSANDINMDEDMREKREFERENWPAGEMIFM3m.f==0156£FOREBSE Design valid for use onlywith Mai 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 ..at welly Ne epptirabrdy.f das, parameters and property tnaoryorAe this design Into me overall tairdmgdesign. Brewing Indicated is m prevem Waking of Individual truss web antllor Nord members any. ADdNanaltempararyandponowentbracing MiTek' Is always renuimd for stability and to prevent catalpas with possible personal Injury and property damage. Forgenemlgumanceregemingthe (abnwion.storage, delivery. erection and bracing mousses antl uusf systems. we ANSIMPI1 Duality Console, DS"9 and Best Building Component Some(hrAuddetlon 3va bm Bwm Truss PlateInMlWe,218N.Lee6treetsuke312.Nexandda,VA22314. 6904 Parke East BIM. Tampa, FL 36610 Job Truss Truss Type Oily Ply PALMETTO VILLAGE GARAGE T76941989 057622 GRA Hip Girder 2 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 Page 2 ID:4b? WjJiEx9EoS ikajSUVKUzPBJn-08dDLNzbCRspamVcl HioVZOFCPBygMEEuORPMzKblt LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=141(B) 5=141(B) 10=76(B) 11=-606(B) 8=606(11) 16=141(B) 17=-141(B) 18=141(B) 19=141(B) 20=-76(B) 21=-76(B) 22=76(B) ®WARMNG- VorlydeLpnplametem and READNOTES ON TNISANDINCLUDEDMITENNEFERENCEPAGEMP7Mnn,. 109=0158EFOBE USE Designvali0 for use onlywth MTeM connectors. This design is based any upon parameters shown, and Is for an individual feeding component, net a mass system Before use, Me building desynermust vedythe apploebllty of design parameters and property Ncoqu rate this design Into Me overall buildngdeeign. Erasing indicated is to prevent buckling of lndMdual busaweb antler Nord members only. Adddlonal temporary and permanent bracing MOW Is always required far stability and to prevent cosapse wM possible perso al injury and property damage. For general guidance regarding Me hbdcegon, rtarag9, detrvery,erec0an end bracing a(WsseOeM Wse aystams. see ANSgrlolf Duality Cdteda, DSB-99 and SCSI Building Component 604 Parke East BNd. SelaylnfonneUen avaiUble from Tmsa Plate Inst4ute, 2fe N. Lee Street, Suile312 A.drla. VA32314. Tampa. FL 36610 g Job rugs Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941990 057622 J1 Jack -Open e t Job Reference (optional) UHUMDOrs truss, mc., rNR rlel ." 3x4 = O.Z4U s uec 0 4UIC MI I ex Inaustnes, Inc. I nu may L uu:ub:uo Lul9 Yoga 1 LOADING (psq SPACING- 2- O CSI. DEFL. in (too) Vde6 Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ve t(LL) 0.00 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 Na Na BCDL 10.0 Code FBC20177rP12014 Matrix -MP Wnd(LL) -0.00 5 >999 240 LUMBER- BRACING - Scale -1:6.5 PLATES GRIP MT20 2441190 Weight: 5lb FT=20% TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (lb/size) 3=8/Mechanical, 2=15810-8-0, 4=3/Mechanical Max Holz 2=66(LC 12) Max Uplift 3=-6(LC 9).2=-161(LC 12), 4=3(LC 1) Max Grav 3=11(LC 17), 2=158(LC 1), 4=22(LC 12) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(I1d) or less except when shown. NOTES. 1) Wnd: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf; h=15ft; B=4511; L=24111; eave=4ft; Cat. It; Exp C; Encl., GCpi=0.18; M WFRS (directional) and C-C Extenor(2) zomSC-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 noncenwment with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 161 lb uplift at joint 2 and 3 Ib uplift at joint 4. Walter P. Finn PE Nd.22639 MT,k USA, Inc. FL Cart 6634 6904 Park, East Blvd. Tampa FL 33610 Date: May 2,2019 ®WAftVINO-Verilychaignpznnchus andREADNOTES ONTWSANOINCLUDED aOrEK REFERENCE PAGE W4)413rev. 16DY1015BFFORE USE valid kr use onywan MTeds connectors. Tills design Is based only upon parameters shown, and is reran IndMdual building component, not OFDesign a Imss system Before use, to bulking designer must veriyfhe apptisabilily of @sign parameters and properly inocryonle this design intothe overall buildingdec,n.B2dng indicated is to prevent mtckling oflndMdual lmssweb andlorsnord members only. AddBional tempoary and pemlanem bating Welk' Is always reculred for stability and to prevent collapse with possible personal injoyand property damage. Forgenealguldanceregarding Ule fabdcxtion,storage, deliveryry emotion and grating oflowses and muss systems, we ANSU)Pll Quality Cdrede, DSIa29 and BC5l Building Component Saymylnrarmaaan avaWEle tram Tugs Plate Inst6ute, 216 N. Lee SIreeL SuXa312, Alexandda, VA 22a14. 6904 PaAe East BIM. Tampa. FL seats Job Truss Type City Ply PALMETTO VILLAGE GARAGET76941991 TJ1 Q57622 �Jack-Open 8 1 Job Reference (optional) Chambers Truss,lnc., Fort Pierre, FL 82405 Dec 6201E MITek klduslneS, Inc I Hu May 2 W:u6:Ufi 2019 Page ID:4b?WJiEx9EoSlhajSUVXUzPBJnKKlzm3?436Xp3f7PilGaO517Du68faXhCtYUFzlml7 -741-0 3.0-0 Scale=1:10.8 3x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(L-) -0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: ll Its FT=20% LUMBER - TOP CHORD 2x4 SP ND.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/Mechanica1, 2=219/0-8-0, 4=38/Mechanical Max Holz 2=115(LC 12) Max Uplift 3=-63(LC 12), 2=159(LC 12), 4=-4(LC 9) Max Grav 3=85(LC 17), 2=219(LC 1).4=54(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forms 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M cc putting. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-11 to 1.11-5, Imenor(1) 1-11-5 to 2-11-4 zone;G-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 par bottom chord live load nonconcurrenl with any other live loads. 3) - This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Wit fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3, 1591b uplift at joint 2 and 4 to uplift at joint 4. Walter P. Finn PE No.22639 MTek USA Inc. FL Cod 0834 69%Parks East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARMNO-VadtyEsslgnparamatars and READ NOTES ON TWSAND INCLUDEDMNEKREFERENCEPAGEM147113 m. 10N]rzMSBEFOREIfSE Designvalid for use onlywtlM1 MTelt® connectors. This desgn Is based aNy upon parameters shown, and is Man individual handing component net �� a truss system. Before use, the building designermust veritylbe appficab" of desgn parameters and properly incorporne NIs design Mo the owhal buiTalumdesign. BnchgiMiwledislopmwmbuc gaf Nd'Mdual WsswebandlorrdoMmembersonry. AddIlionallemporaryandpermanenlb.hg MiTek' Is always required for stabilily and to pmwnt cogapsewlih possible personal lnlugmd property damage. Forgensudguldarwregardingthe fabrication, storage, delivery. erection and bmWg ofcusses and truss systems. see ANSUFP11 Quality Called, DS849 antl SCSI Building Component 69D4 Parke East BW, SeAdyinfurmMlon evalablefmm Truss Hate Institute. 218 N. Lee Street, Su9e312 Alexandra. VA22314. Tampa, FL MID Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941992 057622 JS Jack -Open 8 1 Job Reverence (optional) wamoers l mss, Inc., rors 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 TCDL 15.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 BCDL 10.0 Code FBC20177TP12014 I Matrix -MP LUMBER - TOP CHORD 2x4 SP ND.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=147/Mechanical, 2=304/043-0, 4=68/Mechanical Max Hoe 2=165(LC 12) Max Uplift 3=-120(LC 12), 2=187(LC 12), 4=-10(LC 12) Max Grav 3=153(LC 17). 2=304(LC 1). 4=94(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown DEFL. in (loc) stall L/d Vert(LL) -0.03 4-7 >999 360 Vert(CT) -0.07 4.7 >837 240 Horz(CT) -0.00 3 n/a n/a Wind(LL) 0.07 4-7 >819 240 BRACING - Scale = 1:14.9 PLATES GRIP MT20 2441190 Weight: 17 lb FT=20% TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. HOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wild: ASCE 7-10; Vuh=170mph (3-secend gust) Vasd=132mph; TCDL=4.2psf, BCOL=3.Opsf; that 6ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0-11 to 1-11-5, Interior(l) 1-11-5 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 3) - This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 he uplift at joint 3, 187 He uplift at joint 2 and 10 lb uplift at joint 4. Walter P. Finn PE No32839 MTek USA, Inc FL Cart 0U84 6904 Parka East BNB. Tampa FL 31670 Date: May 2,2019 ®WARNINO-VenrydasignparsrseMa anENEADNOrES ON BUSANDINCLODEDMIrEKNEFEPENCE PAGE VP7473ray. rWD]/fpr58EFORE USE Design valid for use only with MTe Ieconnext This design is based only uponparamMers shown, and Is far an IrNMdual putters component. nod a dross system. Before use, the buirding designer must verily the appficabifty of stage Parameters and properly Ncoryorme Nis design mothe overall bulldingdesign. Bracing Indicated is to prevent buckling ofIndividual buss web eMforcL.Nmembers o l,. Additional temporary and Pertnanembradng MiTek' Is always required for snbitty and to prevent co0apsewsh possible personal injury and property damage. ForgeneradguidanceregaNingthe feedwtion, seeing., de(very. erecton and among ofbusses and mass "area,see ANSMII Duality Cdren9, DSBA9 and SCSI Building Component e904 Perks, East BAN. S.I.rylnlormaflon avalable Gem Tluss%ate lnsNude, 216 N. Lae Slreet.5ute all, Nexantlna, VAll314. Tampa, FL 361510 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941993 057622 J7 Jack -Open 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:07 2019 Page 1 ID:4b7W)JiEx9EoSikajSUVXUzPBJn-cjJL—POTUMEOROEBzPGV6benvcBCt6ghwsc50hzKbl- 8ca1e = 119.3 Plate Offsets (X Y)— 1241E Eci LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in floc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.54 Vert(LL) -0.08 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 VerICT) -0.22 4-7 >386 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL %0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.17 4.7 >490 240 Weight: 231b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=211/Mechanica1, 2=392/0-8-0, 4=96/Mechaniwl Max Horz 2=216(LC 12) Max Uplift 3=-175(LC 12),'2=219(LC 12), 4=-14(LC 12) Max Grow 3=220(LC 17), 2=392(LC 1).4=134(LC 3) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-O-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-sewn gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5. Interior(1) 1-11-5 to 6-11-4 zone;C-C for members and forms 8 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 nonwncurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1751b uplift at joint 3, 219 lb uplift at Joint 2 and 141b uplift at joint 4. Walter P. Finn PE Nd22639 WTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Dale: May 2,2019 ®WARNING-VeriydesignpaxametersandR NONS ON MSANDINCLUmDrNlEKREFERENCE PAGEWP7473rev. 1=34t015BE1`0RE USE Design valid for use ony with Mirek®cconemols. This design is based onty upon parameters shown, and is for an Individual budding component. net a truss system. Before use, Me building designer must verify Me appfcabiliy of design parameters and property Incorporate arts design into the overall builtlingdesign. Bracing indicated is to prevent budding ofindikadualtrussweb andforchom member only. Addtonal temporary and permanent bracing MiTek' is allays required MC Mzbiliy and to prevent cmapse with possible personal injuryand property damage. ForgeneralguidanceregaNingthe fabrication, storage, deMery; erection and bracing mousses and truss systems,see AN9V7Plf Quality Caserta, D3B89 and BCS1 BuOding Components, 69o4 Parke East Blvd. Safesylntormatfe, amPablehom Tmss PiMelnWWe,218N.Lae S"M,Sude312,Nexandda,VA22314. Tampa, FL 36618 Job Truss Truss Type City Ply GARAGET16941994 =PALMETTOLLAGE Q57622 KJ7 Diagonal Hip Girder 4 (optional) Chambers Truss, Ina, Fort Pierce, FL 8.240 s Dec 6 2018 MtTek Industries, Inc. Thu May 2 08:06:08 2019 Scale rl=11:21.4 ld - ass = ' 2x3 If 5 3x4 = 7010 I 2tl6 LOADING (ter) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(UQ -0.05 7-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 7-10 >871 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.26 Horz(CT) 0.01 5 We hint BCDL 10.0 Code FBC2017rFPI2014 Mabix-MS Wnd(LL) 0.08 7-10 >999 240 Weight: 3916 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=8/Mechanical, 2=609/0-10-15, 5=559/Mechanical Max Horz 2=214(LC 8) Max Uplift 4=-107(LC 24), 2=378(LC 8). 5=330(11C 8) Max Grav 4=42(LC 6). 2=616(LC 28), 5=561(LC 28) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-880/373 BOT CHORD 2-7=-057/768, 6-7=-457/768 WEBS 3-7=100/401, 3-6=1008/600 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 3=45R; L=24fi; eavii Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 3-64 tall by 2-G-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 Ib uplift at joint 4, 378 Ib uplift at joint 2 and 330 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 Ib down and 201b up at 1-6-1, 100 Ib down and 20 Ib up at 1-6-1, 131 It, down and 79 Ib up at 4-0-0, 131 Ib down and 79 Ib up at 4-4-0, and 176 Ib down and 144 la up at 7-1-15, and 1761b down and 1441b up at 7-1-15 on top chord, and 271b down and 6 Ib up at 1-e-1, 27 lb down and 6 Ib up at 1-6-1, 271b down and 13 lb up at 4-4-0. 27 Ib down and 131b up at 4 1 . and 52 lb down and 2516 up at 7-1-15, and 52 Ib down and 251b up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=70, 5.8=20 Concentrated Loads (Ib) Vert: 3=95(F=48, B=48) 7=-79(F=40, B=40) 14=-20(F=10, B=-10) Walter P. Finn PE No.22839 MITek USA, Inc, FECad 6834 6904 Parke East Blvd Tampa FL 33610 Date: May 2,2019 ®WARNING- Venrydesrgdsevederors and BEADNOTES ON TNISANDINC4JIDED MNEKNEFERENCE PAGE NIp7p3 . IM3,2015BEFONE ME �■' Design valid for use only with MDek®comedors. This design is based only upon parameters shown, and is for an individual building component not ■` a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into 0e overall bwldingdesign. Bracing indicated is to prevent buckLng of Individual buss web ardor chord members only. Additional temporary and pmmanem bracing MiTek' Is always required for stability and to prevent collapse with possible personal inluryand property damage. For general guidance regardhg the fabrirai storage, delivery, erection and bracing olhusses and truss systems, see ANS&TIVI codify Criteria, DSB49 and BCSI Building Component 6904 Parke Fast BIW. Salerylnfmmafron available from Truss Plate Institute, 218 N.Lee Sued. Sude312. Alexandria, VA22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION —I�I�►1+����� 3a3 " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �'yT1fi' For 4 x 2 orientation, locate plates 0- yvf' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI7TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 dimensions shown in scale) ixteenths l�ll (Drawings not to sccale) 1 2 3 TOPCHORDS O 0 O 2 U a O F- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved �m W1 B MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested panes. 5. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI?PI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter (loss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPl1 Duality Cdteda. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: Q57622 - PALMETTO VILLAGE GARAGE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GRANDE CONSTRUCTION OF FL Project Name: PALMETTO VILaM9G 8V-4Mlodel: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 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. INo. ISeal# ITruss Name I Date 1 IT16941986 JA 5/2119 12 IT16941987 IA1 15/2/19 J 13 IT16941988 A2 15/2/19 1 14 IT16941989 IGRA 1512/19 15 IT16941990 IJ1 15/2/19 16 IT16941991 1J3 15/2/19 7 T16941992 JS 5/2/19 8 T16941993 J7 / 9 T1694199 d /2M CODE G()JVPv . u CE ST. LUCIE COUNTY 8000 Mr� ?t_€ \.. aid i The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and'design codes), which were given loMiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should vedfy applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. SCANNED St CBy up e county E NW'-. No 22839 : STATE OF :�4U 00. S1#1NA11 0,``�� Walter P. Finn PE No.22839 Mick Usk Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: May 2,2019 Finn, Walter 1 of 1 Job Truss Truss Type Ply PALMETTO VILLAGE GARAGE T16941986 Q57622 A ATTIC �Qty 7 1 Job Reference (optional) Gnamoers i russ, im,, Fan warts, FL 8,240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 OB:06:00 2019 Page 1 ID:4b4 WIJiEx9EoSikajSUVXUzPBJn-WNOiVVDw48DLN58Cr3ResK7riPcoKku4fJGOEGbzKb15 1-0-0 64)•14 11-SO 16.11.2 23-0-0 24A-0 1-0.0 I M14 SS2 5-5-2 6014 I1-0.0 dl Scale=1:40.7 4x4 = 3x6 = 3x4 = 3x5 = 3x4 = 3x5 = I; Plate Offsets (X,Y)— (2:0-0-2 Edge) (6:0-0-2 Edger LOADING (pap SPACING. 2-0-0 CSI. DEFL. in floc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Veri(LL) -0.08 10-13 1999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.2010-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.26 Horz(CT) 0.05 6 n/a Na BCDL 10.0 Code FBC2017/7PI2014 Matrix -MS Wind(LL) 0.10 10-13 1999 240 Weight:101 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 6=1109/0-8-0 Max Horz 2=-187(LC 10) Max Uplift 2=619(LC 12), 6=619(LC 12) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/1238, 3A=-1833/1157, 4-5=1833/1157, 5-6=2068/1238 BOT CHORD 2-10=-1008/1870, 8-10=572/1238, 6-8=1036/1870 WEBS 4-8=-363/658, 5-8= 4501409, 4-10=363/658, 3-10=450/409 BRACING. TOP CHORD Structural wood sheathing directly applied or4-10-10 oc purlins. BOT CHORD Rigid ceiling directly. applied or7-1-14 oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511; 13=4511; L=24R; eave=oft; Cat. II; Exit C; EncL, GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-11 to 1-11-5, Intedor(1) 1-11-5 to 11-6-0, Extedor(2) 11-6-0 to 14-6-0, Interior(1) 14-6-0 to 24-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 2 and 619 Ito uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 663E 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING- Venyxdesi9n1amm0ers endaNSAD NOTES ON MSANDIKUWEDMREKREFERENCEPAGEMP74 3nv. IMM015 BEFORE ME Design valid ter use orlywiN Mnevaconnectors. This design Is based only upon paxmetere shown, and Is for an IMividual Wilding component, not amass system. Berme use, the building designer muslveriy are applicobiNy of design parameters and prepe0ylocoryoate this design into the overall buil ingdesign. Gracing Indicated late prevent buGling of Ndivldual Wss web anwor Nord members only. Addxional temporary and permanent bracing MiTek' Is always required for stability and to proven collapse with posside p theral injury and propeM damage. Forgenearguidanceregardingthe fabrication. somas. delivery, trachea and brooms or Wsses and mass systems, we ANSUIPIf QualityWharfs, DS1349 and SCSI Bulldfn9 Component Satlylnferma0on available ham Tmss Plan InsRuhe, 218 N. Lee Street, Suw 312, Alexandra. VA22314. 6904 Parke East Blvd. Tampa. FL 36610 Job Truss Truss Type city Ply PALMETTO VILLAGE GARAGE T76941987 057622 At Hip 2 1 Job Reference (optional) unamoers was, mu., ran nerce, nL �1 uZ4U S Uec U 2U1ti MN ek lnduscres. Inc. Thu Mav 2 08:06:01 2019 Scale=1:41.4 4e4 = 4x4 = 4 5 3x5 = 2x3 II 3,6 3x4 = 3x4 = 2x3 11 3x5 = 76d 71-0-0 12-0-0 53 112 2M-0 0 7J3d I 3�_1p 1_r�r1 i 'L11� 7R Is Plate Offsets (X,Y)— [2:0-0-2,Edge1. [7:0-0-2,Edge1 LOADING (psf) SPACING- 2-0-0. CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.09 13-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.49 Vert(CT) -0.2313-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Hoa(CT) 0.05 7 his n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wud(LL) 0.15 13-16 >999 240 Weight: 1091b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-7-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6.11-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1109/0-8-0, 7=1109/0-e-0 Max Hom 2=1 BO(LC 11) Max Uplift 2=619(LC 12). 7=619(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=1987/1235, 3-4=-1437/1027, 4-5=1265/969, 56=1437/1027, 6.7=1987/1235 BOT CHORD 2-13=-989/1757, 11-13=989A757, 10-11=612/1265, 9-10=-1004/1757, 7-9=-1004/1757 WEBS 3-13=-23/301, 3-11=730/549, 4-11=337/467, 5-10=-337/467, 6-10=731/549, 6-9=-23/301 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.1B; MWFRS (directional) and C-C Exterior(2) A-D-11 to 1-11-5, Inlenor(1) 1-11-5 to 11-0-0. Exterior(2) 11-0-0 to 16-2-15, Intenor(1) 16-2-15 to 24-0-11 zone;OC 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 pal 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 M-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 61916 uplift at joint 2 and 6191b uplift at joint 7. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: May 2,2019 ®WAR/BNG-Verify dWgn panmerere antl READ NOTES ON TNIS AND INCLUDED MDEK REFERENCE PAGE 0.1 P7M rev. IBAti BEFORE USE. ' Design valid for use only wth MTe4® connectors. This design is based only upon parameters shovm, and is for an Individual building component not a Imes system. Before use, the building designer must witty the applicability of design parameters and properly incorporate this design into the overall buildingdesign. among indicated is to prevent buccing 0 lnmdual truss web andmr chord members ony. Adexionaltempraryandpennaneldbracing MiTek' is ahvays required for stability and to prevent collapse wdh possible personal injury and property damage. Forgenemlguidanceregamingthe — rabricabon, storage. delivery, erection and bradng ofbusses and truss systems, see ANSIMPH Quality Choeda, DSB49 and SCSI Building Component 6904 Parke East SM. SeNtylnfarmadon available troth Tmss Plate lnsthule, 218 N. Lea aVeeL Suhe ]12 Alexandra. VA22314. Tampa. H. 36610 cuss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941988 LJob 057622 Hip 2 1 Job Reference (optional) GnamOers Imes, Inc., rUn rierce, rL 11 O.L4U 5 UeG O LUIO MI I eF InOUSUlea, mC 4x6 = 4x6 4 20 21 5 4umub:ud4uly rages Scale= 1A1.1 4x4 = 3x4 = 3x6 = 3x4 = 4x4 = 4N 1e-nn 7.n 9. 5-0-0 91 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Ven(LL) -0.20 11-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.3711-14 >736 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 HOIz(C7) 0.05 7 rda n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(L-) 0.17 11-14 >999 240 Weight: 97 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0,7=1109/0-8-0 Max Holz 2=150(LC 11) Max Uplift 2=619(LC 12), 7=619(LC 12) FORCES. (to) -Max. CompJMax.Ten.-All forces 250 fib) or less except when shown. TOP CHORD 2-3=-2047/1420, 3.4=-1728/1193, 4.5=1566/1148, 5-6=172B/1193, 6-7=2047/1420 BOTCHORD 2-11=1190/1957,9-11=843/1589,7-9=1204/1855 WEBS 3-11=-461/441, 4-11=183/430, 5-9=183/431, 6-9=-062/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Opsf, h=15%; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional) and C-C Extenor(2)-1-0-11 to 1-11.5, Interior(1) 1-11-5 to 9-0-0, Extenor(2) 9-0-0 to 13-2-15, Interior(l) 13-2-15 to 14-0-0. Exterim(2) 14-0-0 to 18-2-15, Iinterior(l) 18-2-15 to 24-0-11 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 fora 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, with BCDL = 10.Ops1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6191b uplift at joint 2 and 619 lb uplift at joint 7. Walter P. Finn PE No.22839 MTek USA, Inc. FL Celt 8634 6904 Parke Earl BNd. Tampa FL 33810 Date: May 2,2019 ®wARMNO-Vedfyderlgnpanmefvrandn£AONOTES ON r10SANOINMU0EOA1rrEKBEPEBENCEPAGENU7 ,1m, IMM015BEFOREUSE Design valid for use onywah MTekW connedon. This design Is based only uponpare meters shown, end is loran IntlMdual building component not a truss system. Before use, the bluiding designer must very Ne appawbirdycf design parameters and pmpeM inlaryorele ruts deal, into0e overall building design. Smebg lndicaled is to prevent bucking of ln4Mdual truss web andlor chard members only. Additlonai temporary and permanent bradng MiTek- is always required for dabirly and to prevent collapse with possible persoaei injury and property damage.. For general guidance regarding me fdareation.storage, del'Ivery. eredion and brad,g of trusses and truss systems, sea ANSWP/i overtly Cod., OSBA9 and SCSI Building Component 6904Pahe East BNd. Safolyinformaflon avalabie from Truss Rm Institute, 218 N. Lee Sired, Suite 31Z Alexandria, VA 2M14. Tampa. FL 36610 Job Truss Truss Type Cry Ply GARAGE T16941989 057622 GRA Hip Girder 2 1 �PAIMETTOVIIIAGE Jab Reference (optional) Chambers Truss, Inc, Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. 5x8MT18HS = 3x10 II — 2x3 11 5x8MT18HS = 3x8 = 3x10 11 2 08:06:04 2019 Scale = 141.1 1 3-9-14 1 3-2-2 I 4£-0 4£O 1 3-2-2 014 Plate Offsets(%,Y)— 12:0-4-0,0-1-141.13:0-5.4,0.2-41 [5:0-5-00-2-01 [6:0-400-1-141 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.29 9 >950 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.38 9 >719 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Ina NO WB 0.37 Hoa(CT) 0.09 6 n/a me BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1191la FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 REACTIONS. Qb/size) 2=2289/0-8-0, 6=2289/0-8-0 Max Horz 2=120(LC 7) Max Uplift 2=1421(LC 8), 6=1421(LC 8) FORCES. (Its)- Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=5160/3134, 3A=5441/3415, 4-5=5441/3415, 5-6=5159/3134 BOT CHORD 2-11=2738/4686, 9-11=2760/4733, 8-9=2760/4733, 6-8=2737/4685 WEBS 3.11=-446/936, 3.9=595/964, 4-9=763/619, 5.9=596/965, 5-8=-4461935 BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 6.1-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf, h=150; 8=45R; L=24fl; eave=4f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonomcurrent 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 2-04 wide Will et between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1421 Ib uplift at joint 2 and 1421 Its uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3271b down and 371 Ib up at 7-0-0, 198 Ito down and 204 to up at 9-0-12, 198 Ib down and 204 lb up at 11-D-12, 198 Ib down and 204 Its up at 11-114. and 198 Its down and 204 lb up at 13-11-4, and 327lb down and 371 lb up at 16-M on top chord, and 606 to down and 392 lb up at 7-0-0, 94 Ib down and 341b up at 9-0-12. 941b down and 34 Ib up al 11-0-12, 941b down antl 34Ib up at 11-11-4, and 941b down and 34 Ib up at 13-11-4, and 6061b down and 3921b up at 15-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=70, 3-5=70, 5.7=70, 2-6=20 Walter P. Finn PE No.22839. MTek USA, Ind. FL'Cod 0634 6904 Parke East BNd. Tampa FL 33610 Date: May 2,2019 AYWUZVND- Varoydaalgnperemarers and RPADNOTES ON TNISAND/NCLUDEDfOIEK REFERENCE PAGEMP703rov. IMM015BUil USE Design valid (or use driven MTek® connenlom. This design is based only upon parameters shown, and is for an indlAdual bukdrg component net abuss system. Below use, the building designer must wny0e appgrablllyofdesign parameters and property inexim a file design Nto 0e overall lewlaingdeagn. Bracing Indicated late prevent bolding ofln4Mdualbu35 web androrchord members only. Additional temporary and permanent bracing WOW Is always requlred for stability and b prevent catalpas with possible personal In ar,rand property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of Vusees and buss systems, see ANSUTPH Oualig, Creed., DSB49 end BCSI Building Component fiade Peaks East BM. Safeyrnbrmerlon avallable hem Truss Plate lnslilute, 218 N. Lee Strait. Sua, 31Z Ale: a Ma. VA223I4. Tampa, FL 36610 Job Truss Truss Type Olt, Piy PALMETTO VILLAGE GARAGE T16941989 057622 GRA Hip Girder 2 i Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dee 6 2018 MITek Industries, Inc. Thu May 2 08:06:04 2019 Page 2 ID:4b7WjJiEz9EoSikajSUVXUzPBJn-08dDLNz CRspamVclHioVzOFCP8_ggMEEuORPMzKbli LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-141(B) 5=141(B) 10=76(B) 11=606(13) 8=606(B) 16=141(B) 17=141(B) 18-141(B) 19=141(B) 20=76(B) 21=76(B) 22=76(13) ®WARNING -Vedy desgn parsmefers and READ NOTES ON MS AND INCLUDED 61REK REFERENCE PAGE N14742a mv.1 d ga7o1 S BEFORE USE Design valid for use onywM MiTeMconnectors. Tins design is based ony Won parameters shown, and 6 for an indivdual buJGrg component, not a tress system Before use, the building designer must verify the appllesbiNy of design parameters and pmpedyincuryorete Ma design intothe overall building at sign. Bracing indicated is to prevent Welding 0 mdMdual buss web manor plod members only. Additional tempomy aid permanenl bracing MiTek' is always required for slablli , and to prevent conapse with possible personal injury and propertydamage. Forgeneral guidance ngading the fflOmadon,stoned, deilvey,erectlon and binding ofbussesaMVuss Watems, see ANSUKf Dually Chado, DS049 and BCS1 Building component 6904 Parke East Bind. SalaylnformaUon available from Trust Plate Morena, 218 N. Lee Street, Suite 312. Alsaandna. VA22314. Tampa, FL 36610 Job ruts Truss Type 11 Ply PALMETTO VILLAGE GARAGE T76941990 Q57622 Jt Jack -Open 8 t Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL Us = 8.240 a Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:05 2019 Page t Scale=1:6.5 LOADING (psf) SPACING. 2-0-0 Cat. DEFL. in floc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.22 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.DO Horz(CT) 0.00 4 n/a We BCDL 10.0 Code FBC2017lIP12014 Matdx-MP Wnd(LL) -0.00 5 -999 240 Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=8/Mechanica1, 2=158/0.8.0, 4=-3/Mechanical Max Horz 2=66(LC 12) Max Uplift 3=6(LC 9). 2=-161(LC 12), 4=-3(LC 1) Max Gmv 3=11(LC 17), 2=158(LC 1), 4=22(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; B=45fi; L=24ft; eave=40; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;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 psf bottom chard live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at Joint 3, 161 Ib uplift at joint 2 and 3 It, uplift at Joint 4. Walter P. Rnn PE No.21839 MiTek USA, Inc. FL Cent 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WANKING. VesyEWgnpanmafem andREADNOTES ON INISANDINCLUDED AVnEK1ZEFERENCEP4GEagF7473mv. IM=015BEFORE USE Design valid W use Onlywrh M,Tek®fAMGCo@.THIS design Is based ont/ upon parameters answer, and Is Wan individual buidrg Component net a truss system. Before use, Me building designer must venWhe appGeaddrdy otdeslgn parameters and pmpery incorporate Ma design into Me seems buiningdesign. Grading indicated late prevent buckling orindMdual tress web andm chord members only. Adddionaltemporary MdpermaneNbracing MiTek' Is always requlred for stability and to prevent collapse win possible personal hjuryand pmpeM damage. Forgeneralguldanceregamingtbe labrwtom, storage, delivery, erection and trading oftrusses and Mus Weems. see ANSIM11 Duality creeds, DS849 and SCSI Building Component SaretylnlormaUon ..Mble been Tress Plate institute. 218 N Lea greet, Sure 312. Alexandra, VA 22314. Sass Parke East Shod. Tampa, FL 36610 Job Truss Truss Type Oly Ply PALMETTO VILLAGE GARAGE T76941991 057622 J3 Jack -Open 8 1 Job Reference(optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:06 2019 Page 1 ID:4b7 W)JiFxgEoSikajSUVXUzPBJMKXI=37/36Xp3RPilGaO517Du68faXhCtYUFzlml7 Scale =1.10.8 3-0-0 LOADING (pat) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: 11 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/Mechanical, 2=219/M.0, 4=38/Mechanical Max Ho¢ 2=115(LC 12) Max Uplift 3=63(LC 12), 2=159(LC 12), 4=-4(LC 9) Max Gray 3=85(LC 17). 2=219(LC 1). 4=54(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0oc purlins. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7AO; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-11 to 1-11-5, Intertor(1) 1-11-5 to 2-11-4 zone;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 Pat bottom chord live load noncincument 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 id between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Is uplift at joint 3, 159 Is uplift at joint 2 and 4 lb uplift at joint 4. Wallar P. Finn PE N0.22639 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WMIUNO-wady Seek parametm urtlBFADN03ES ON MIS AND INCLUDED IOIEK REFERENCEPAGE ML)d)]rev. 101112015BEFOBE USE Design valid for use onlywkh MTek®connemors. This design is based ony upon parameters shown, and istoran indMil l building wmponent, net a mess system. Befara use, Ne bwiding tlesgnermust vedythe appliwbitiy oltlesign pammelers end pmpeM incorporate this deslgn Moore ovaal builtlingdesign. Slicing indicated is to prevent buckling of MdMnal muss webardlor chord members Only. Additional temporary and permanent bracing MiTeW s always required her stability and to prewN=lapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, all erection and bmcing V messes and mess systems, see AhJSU7PN Dually Comda, DSB49 and BCS/ Building Component 6904 Parke East BM. SafeylefermNon available from Truss Plate Institute. 218 N. Lee Strect, Suite 31Z Mexeridda, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE T76941992 057622 J5 Jack -Open 6 1 Job Relerence (optional) o.cru s uec o a.o em. inousmes, mc. mu may zw:lmlua ZVI v rages 3x4 = LOADING (pat) SPACING- CSI. DEFL, in floc) Udell L/d TOLL 20.0 Plate Grip DOL %0 1.25 TC 0.85 Verl(LL) -0,03 4-7 >999 3611 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.07 4-7 >837 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 3 Na n1a BCDL 10.0 Code FBC2017rP12014 Matrix -MP Wnd(LL) 0.07 4-7 >819 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=147/Mechanical, 2=304/0-8-0, 4=68/Mechanical Max Harz 2=165(LC 12) Max Uplift 3=-120(10 12), 2=187(LC 12), 4=10(LC 12) Max Grav 3=153(LC 17). 2=304(LC 1), 4=94(LC 3) FORCES. (Ib)-Max. CompJMax. Ten. -AMforces 250(I1b) or less except when shown. Scale=1:14.9 PLATES GRIP MT20 244/190 Weight: 171b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc putting. BOT CHORD Rigid ceiling directly applied or 10-0-0cc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-11 to 1-11-5, Intedor(1) 1-11-5 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 20.0psf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 120 Is uplift at joint 3, 18716 uplift at joint 2 and 10 Ib uplift at joint 4. Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 0834 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WABNING•VWfydaelgnp metro Cody NOT OHMSANDINCLUDEDMIIENNEFERENCEPAGEMP7479m4 10AXvsle15BEF01gE USE Oes'ga valid foruse ontrwM WTeMosenecdors. Tuts design is based only upon paametem shown, and Is far an irMlvidual bulling component not a muss system. Before use, the building designer must vedfyMe applirabistyof deop parameters and property Incorporate thus design Image oveaant buildingdesign. BmcbgMiwtedistopreventburkWg WMdiNdual Wsswebm&ornor membemony. AddNonaltemporaryaM,mmumembrecing MiTek' Is allays required for Mabil"no to prevent contains with possible personal injuryand property damage. Forgeneralguidancereganingthe fabnom.m.storage,d.1tn y;erecion and banding oftmssesaMbuss systems,sea ANSM110ua111,Cdeda,DSBd9and SCSIBuilding CcmponeM 6904 Parke East BNd. Safefylnfoamation available fmrn Truss Plata Institute, 21S N Lee Street. SuAe 312, Aleundria, VA22314. Tampa, FL a6610 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE Ti6941993 057622 J7 Jack -Open 12 1 Job Reference (optional) GnBmbers Truss, Inc., Von PI2rce. FL 8.240 s Dec 62018 MiTek Industries, Inc. Thu May 2 08:06:07 2019 Pagel I0:4b7 WjJiEx9EoSiksiSU VXUzPBJnajJL_POTUM EORDEBzPGV6berwoBCt6ghwsc5Chz101_ 1-0-0 7-M too i zo-0 Scale =1:19.3 3x4 = Plate Offsets (X,Y)— 12:0-1-6,Edgel LOADING (psf) SPACING- 2-0-0 CST. DEFL. in ([as) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 4.7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 4-7 >386 240 BCLL 0.0 '- Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.17 4.7 -490 240 Weight: 2316 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=211/Mechanica1, 2=392/0-8-0, 4=96/Mechanical Max Horz 2=216(LC 12) Max Uplift 3=175(LC 12), 2=219(LC 12), 4=-14(LC 12) Max Gray 3=220(LC 17). 2=392(LC 1).4=134(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1h) or less except when shown. BRACING. TOP CHORD Structural woad sheathing directly applied or &0-0 oc purljns. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst, BCDL=3.0psf; h=15ft; S=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteaor(2)-1-0-11 to 1-11-5, Intedor(1) 1-11-5 to 6-11-4 zone;C-C for members and forces & MWFRS far reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonwncurrent 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 Td between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1751b uplift at joint 3, 219 Ib uplift at joint 2 and 14 Us uplift at joint 4. Waiter P. Finn PE No.22839 MiTex USA, Inc. FL Cart 8834 6904 Perks East Blvd. Tampa FL 33610 Data: May 2,2019 ®WARNING- Vodlydesimparamatwa and READ NOTES ON THIS ANDINCLUDIs) 4 K1bEFERENOEPAGEMR747Im. 1QU3Q015aEF0RE USE Design valid for use onywch MTekda connectors. This design is based ony upon parameters shown, and is for an IndiNdual began, wmp wM not a how system. Before use, Ue building designer must vedry the appgrabiByatdesign parameters and property incoryorde Nis design intothe overall buildingdesign. Bracing indicated is to prevent buGgng of individual Was web androrchonlmembers ony. mp . AdditionalteoraryaMpmarmendbacing WOW Is always resolved for stability and to prevaa collapse with Passible personal Injury and property damage. For general guidance regarding rue fabrication, storage, delivery, erasion and bracing of grasses and Wss systems, we ANSMH Duuldy, Caserta, DSB49 and Barf Building Component 6904 Parke East Blvd. Saferylnformalke ava ble Wm Tmss Plata Inagute.218N.Leaeyeel,Sune312,Al dda,VA22314. Tampa, FL Saint) Job Truss Truss Type Oty PIy PALMETTO VILLAGE GARAGE T16941994 D57622 KJ7 Diagonal Hip Girder 4 1 Job Reference D tional unambem Truss, Inc., ton Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 06:06:082019 Page 1 ID:4b?WIJiEx9EO$ ikajSUV%UzPBJn-HwtkB105FgMF3Np0K7nkfpA320YGcV2g9 WMfK7zlmkz -1-5-0 7.0-10 9-10-1 1-5-0 I 7�10 I 2-9 Scale=1:21.4 3x4 = 5 3x4 = 7010 2-96 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 7-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 7-10 >871 240 BCLL 0.0 ' Rep Stress Ina NO WE 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matnx-MS Wind(LL) 0.08 7-10 >999 240 Weight: 39 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purms. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=8/Mechanical, 2=609/0.10-15, 5=559/Mechanical Max Horz 2=214(LC 8) Max Uplift 4=107(LC 24), 2=378(LC 8), 5=330(LC 8) Max Gmv 4=42(LC 6), 2=616(LC 28), 5=581(LC 28) FORCES. (Ib)-Max. CcmpJMax.Ten.- Allfames 250(lb) or less except when shown. TOP CHORD 2-3=880/373 BOT CHORD 2-7=-457/768, 6-7=-057/768 WEBS 3-7=-100/401, 3-6=1 D08/600 NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directorial); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 4, 378 Ib uplift at joint 2 and 330 lb upliR at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 20 Ib up at 1-6-1, 1001b down and 20 lb up at 1-6-1, 131 to down and 791Is up at 4-4-0, 131 lb down and 791b up at 4-4-0, and 176 lb down and 144 lb up at 7-1-15, and 1761b down and 144 lb up at 7-1-15 on top chord, and 27 its down and 6lb up at 1-5-1, 27 lb down and 616 up at 1.6-1, 27 Ib down and 13 lb up at 4-4-0. 27 Is down and 13 lb up at 4-", and 52 lb down and 25 Go up at 7-1-15, and 52 lb down and 25 Its up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Inaease=1.25 Uniform Loads (plf) Vert: 1-4=70, 5-8=20 Concentrated Loads (lb) Vert: 3=95(F=-48, B=-48) 7=79(1`=-00, B=-40) 14=20(F=10, B=10) Walter P. Finn PE Nozasaq MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Oats: May 2,2019 ,&WARNING-VedfydW9np .tmandR DNOTESONTNISANDINCLUDEDA KREFERENCEPAGEWI.7473m.1N OSBEFOREUSE Design valid for use onlywM NLTek®connetlars. TNs design Is based only upon parameters shown, and is for an Individual bugtltrq wmponeM, not abuse symem Before use, the building designer must verify Me app0eabi ty of design parameters and property Incorporate Nis design Into Me mall buildingdesign.Sma gMdioatedistopmventbuWk gdNdMdualWsswebmn MoNmembemmly.Addidionaltempomryandleermanembradng MiTek' IseMaysrequiredforatablfmyandtoprewmwgapsewiMpassiblepersmuliNMandpMPC3ydamage. Forgenerzlguganroregarding Me fabdween, staraga, delivery, erection and Grading of trusses and truss systems,see ANSUrfli Quality Mfee., DSB49 and BCS1 Building Component 6904 Parke East BIM. Saretyrnforrnatbn avaUable fmm Tmss Plata lnMn t .218 N. Lee S O. &ft.312 Al .ndd.. VAM14. Tampa R 36610 Symbols PLATE LOCATION AND ORIENTATION �" Center plate on joint unless x, y offsets are indicated. EDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �-yTtfi r I For 4 x 2 orientation, locate plates 0- Vul' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSUTPH: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I I dimensions shown o scale) fxteenths (Drawings not to scale) 1 2 3 TOPCHORDS 0 O U a 0 H JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTeka MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced busses. 4. Provide coples of this truss design to the building designer, erection supervisor, properly owner and all other interested parties. 5. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfTP1 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better Man that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. I B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSVTPI 1 Duality Criteria.