Loading...
HomeMy WebLinkAboutMITEK - ENGINEERINGLumber 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 Site Information: Customer Info: GRANDE CONSTRUCTION OF FL Project Name: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL MiTek USA, Inc. 6904 Parke East Blvd. PALMETTO VILLRWbW8V4INlodel: 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: FBC2017ITP12014 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. ISeal# ITruss Name I Date I1 IT16941986 JA 5/2119 �2 IT16941987 IA1 15/2/19 I 3—T16941988 IA2 15/2/19 �4 T16941989 JGRA 15/2/19 5 T16941990 IJ1 5/2119 I6 IT16941991 1J3 15/2/19 I 7 _ IT16941992 1J5 15/2/19 I8 IT16941993 IJ7 15/2119 19 IT16941994 IKJ7 15/2/19 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 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 MTek'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 verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. SCANNED BY St. Lucie County ``44111 r r III,,JP� J eR P G No 22839 9•' STATE OF 41J "'SS/ONA� S %%%%. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Finn, Walter I of 1 Job Truss Truss Type Dry Ply PALMETTO VILLAGE GARAGE T16941966 057622 A ATTIC 7 7 Job Reference (optional) cnammus lmss, Inc., fort runce, re 4x4 = d.zaU s use O 1UI0 Mu ex Industries, Inc, I nu May z U6:U0:UU ZUIU rage Scale -1:4D.7 id 3x5 = 3x4 = 3x6 = U4 = US = Plate Offsets (X Y)- (2:0-D-2 Edge] I6:0-0-2 Edgel LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) NdeS Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ved(LL) -0.08 10-13 >999 360 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.2010-13 >999 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.26 Horz(CT) 0.05 6 n/a War BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(-L) 0.1010-13 >999 240 Weight: 1011E FT=20% LUMBER- TOPCHORD 2x4SPM3D BOTCHORD 2x4SPM30 WEBS 2x4 Ste No.3 REACTIONS. fib/size) 2=1109/0-8-0, 6=1109/D-8-0 Max Horz 2=-187(LC 10) Max Uplift 2=619(LC 12). 6=619(LC 12) FORCES. (lb) - Max. Conr lMax. Ten. -All forces 250 (Dal 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=-050/409 BRACING. TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc puffins. 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; Vuh=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 Exlefior(2)-1-0-11 to 1-11-5, Interiogl) 1-11-5 to 11-6-0, Exledor(2) 11-6-0 to 14-6-0, Interior(1) 14-6-0 to 24-0-11 zone;C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenlwith 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 5t between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 6191E uplift at Joint 2 and 6191E uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Waiter P. Finn PE No.22839. MITek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33k10 Date: May 2,2019 ®WARNING.VWfydesignparamatenandBEADN01EY ON7NISANDINCLUDEDMMXFEFERENCE PAGE I4 PW3rev.1 AKIAV15BEFORE USE Design valid forum onlywilb MTeM connection. This design is based only upon parameters shown, and is for an Indirldudl building component not a Wss system. Before use. the building designer mud verly Ula appgrabWry of design parameters and properly, Incorporate Nis design into me overall boldingeledgn. BmcmglWicdedistopmwMbucklingof NdMdualtmsswebanNwchoNmembersonly.AddNonaltempomryandpermanembradng MiTek' is always required for stabirdy and to prevent collapse win possible personal injury and property damage. Forgeneralguldanceregavingme fabrication. storage. derwery,erectim and leading oftmssas and truss systems. me ANSM11 Quality Carson, DSG419 ead SCSI Bolinder, Component 6904 Parke East BIW. Snlotyleformation availablelmm Truss Pig. Immule.218 N. Lee Surer. Suhu31ZA1e.rdna,VA22314. Tampa. FL 30610 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE T1fi941987 057622 Al Hip 2 1 - Job Reference (optional) r namoers nuns, run, an nerve, rL 31 C.z4u a use G Luta MI I eK meustnes, mc. I no May L UU:W:U1 zu18 Stale=141.4 44 = 4x4 = 4 5 3x5 = 2x3 II 34 3x4 = 3x4 = 2x3 I 3x5 = Tat 1121,1 1lt-0 12-0-01aa 15312 23-0-0 Tat aa12 I aa.1p Tat 44 [g Plate Offsets (X,Y)— [2:0-0-2 Edgej 17:0-0-2 Edge) LOADING (psQ SPACING. 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(-L) -0.09 13-16 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.23 13-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Wnd(LL) 0.15 13-16 >999 240 Weight: 109 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-7-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. fib/size) 2=1109/041-0, 7=1109/0-8-0 Max Hoe 2=180(LC 11) Max Uplift 2=-619(LC 12), 7=619(LC 12) FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-1987/1235, 3-4=-1437/1027, 4-5=1265/969, 5.6=1437/1027, 6-7=-1987/1235 BOT CHORD 2-13=989/1757, 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=-731/549, 6-9=23/301 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-0-11 to 1-11-5, Interior(i) 1-11-5 to 11-0-0, Extedor(2) 11-0-0 to 16-2-15, Interior(1) 16-2-15 to 24-0-11 zone;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 Ill uplift at joint 2 and 619 Ib uplift at joint 7. Walter P. Finn. PE Ne.22839 MTek USA, Inc. FL Cart 1104 6984 Parka East Blyd Tampa FL 33810 Data: May 2,2019 ®WARNING-VenfydeslgapanmefersendR NOTBSOMMSANOINCLUGEO.IUIE FERENCEGAGEMP7a3ree la Vs¢015asp:B EUSE Design valid for use only with MrTek®canneebo e. This design is based only upon parameters shown, and Is for an Ind Adual building mmponenL not a muse system. Before use, the building designer mustyedy the applicabildy mdesign parameters and propeM incorporate Nis design mothe overall buildingdesign. Brad, indicated Is topreveatbacking ofindiVdualMuss web mWorchord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to preyem wilapsewkh possible personal Injury end property damage. For general guidance regarding me fabncadon.storage, delvery,ereetion and bracing oftresses and buss systems. see MM?TF11 Quarry,Ciffeds, DSB49 and SCSI Building Component 6904 East Bind.Tampa, Serefyleformadon awilable bom Tmss Plde lns0me, 218 N. LeO UMd, su4e 312, Alexandria. VA 22314. Tampa, L FL 36610 Job Truss Truss Type Dry Ply PALMETTO VILLAGE GARAGE T16941988 057622 A2 Hip 2 t Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8,240 s Dec 62018 MiTek Industries, Inc. Thu May 2 08:06:03 2019 Pagel ID:4b?WIJiEx9Eo5ikajSUVXUzPBJn-wy3r82zyR8jyyrwOkaBZyrrDs?ovxGF5?Eeuh Kbl2 1-0-0 5-8-12 9-0-0 1-0-0 5-&12 i 334 ~ 1-013W I W12 24-0-0 4x6 = 4 20 4x6 = 21 5 Scale = 1.41.1 4x4 = 3x4 = 3x6 = 3x4 = 4x4 = 941-0 14-0-0 23-0-0 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Ved(LL) -0.20 11-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Ved(CT) -0.3711-14 >736 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.17 Horz(CT) 0.05 7 n1a Na BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wind(LL) 0.17 11-14 >999 240 Weight: 97Up FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-9-4 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or6-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 7=1109/OA-0 Max Hoe 2=150(LC 11) Max Uplift 2=-619(LC 12), 7=619(LC 12) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-2047/1420, 3-4= 1728/1193, 45=1566/1148, 5-6=1728/1193, 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 roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=451t; 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. Interior(1) 1-11-5 to 9-0-0, Exterior(2) 9-D-0 to 13-2-15, Interior(1) 13-2-15 to 14-0-0, Exterior(2) 14-0-0 to 18-2-15, Intedor(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 nonconwment 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 = 1O.Opsf. 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 No.22839 MiTek USA, Inc, FL Cud 663E 6904 Parke East Blvd, Tampa FL 33610 Data: May 2,2019 ®WARNWG-Vedlydeagnpanmete's and READ NOTES ONTIdSAND INCLUDED AUDXREFERENCEPAGEAUs7473ea, f0ar=01SBEFOREUSE Design valid for use ony wiU MReW9 connectors. This design is based only upon parameters shown, and is for an IndiWdual bugdlm3 component, not a twat system. Before use, me building designer mustveriythe appliabililyef design pammetem and properly Inwmorale this design into the overall buildingdesign. Bracing Indicated is to prevent buckling ofindiddual less web andlor rLord members ony. Addrional temporary and permanent bracing MiTek' is always requrvd for sWbilily and to prevent collapse with possible personal injugmd prepedy damage. For general guidance regarding me fabrication, storage, delivery, emnbn and trading cfWsses and truss systems, Us ANSUri Quality Cr&eda, DSB49 and BCS1 Building Component 6904 Parke East Blvd. Sareryfnformation avasable frem Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandra, VA22314. Tampa, R 36510 Job Truss Truss Type City --J Ply PALMETTO VILLAGE GARAGE T76941989 057622 GRA Hip Ginter 2 1 Job Reference (optional) Truss. Inc., rod Pierce, FL 5x8MT18HS = 8.240 s Dee 62018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 2.3 II 5xB MT18HS = s - 3 16 174 18 19 5 3e10 II -_- 3x8 = 3x10 Scale=1:41.1 &9-14 741-0 11b-0 16-0-0 19-2-2 23-0-0 3-1- 4 3-2-2 4E-0 48-0 38-2 I WtI Plate Offsets (X Y)- (2:0-4-0 0-1-141 13:0-5-0 0-211 i5:0-5-40-2<I (6'0d-0 0-1-14j LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (lac) Vdeg 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 L25 BC 0.50 Vert(CT) -0.38 9 >719 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(CT) 0.09 6 din n/a BCDL 10.0 Code FBC20177TPI2014 Matnx-MS Weight: 119 He FT=20% LUMBER. TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2289/0-8-0, 6=2289/0-8-0 Max Hom 2=120(LC 7) Max Uplift 2=-1421(LC 8), 6=1421(1-C 8) FORCES. (Ila)-Miss. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-5160/3134, 3.4=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=-046/935 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) Vas l=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=451t; L=2411; eave=4fl; 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 for a 10.0 pat bottom chord live load noncencunerd 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 1421 Ib 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 to down and 371 Ib up at 7-0-0, 198 lb down and 204 Me up at 9-0-12, 198 he down and 204 lb up at 11-0.12, 198 Its down and 204 Ib up at 11-11-4, and 198 lb down and 204 It, up at 13-11-4, and 327 to down and 371 Ib up at 16-0-0 on top chord, and 6061b down and 392 to up at 7-0-0. 94 to down and 34 lb up at 9-0-12, 941b down and 34 lb up at 11-0.12, 94 lb down and 341b up at 11-11-4, and 94 Ib down and 34 lb up at 13-11-4. and 606 lb down and 3921b up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=70, 3-5=70, 5-7=70, 2-6=20 Walter P. Finn PE No.22839' MTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING.Vedlyde gnp atersandR NOMOM MSANDINCLUDEDM KR EFENCEPAGEA 7473 v.1M0=0158EFOFEUSE Design valid for use any with NLTek® connedois. This design is based only upon pammeters shown, and is far an individual building component, not a bass system. Before use, me building designer must wily the applicasoW of design parameters and property incorporate this design into 0e overall buildingdoeign. Bracing indicated is to prevent bucMng of indrodual truss web ameorchord members only. Additional temporary and permanent bracing WOW always required far stability and to prevent collapse with possible personal inluryan l peepedydamage. For geneme guidance regarsing the fabrication, storage, detoary,eretllon and bracing ofbusses and truss systems, see ANSVMP11 Quality Creeds, DSB49 and BC5l Building Component Safeylnhrmadon avarable ham Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA22314. 6904 Padre Bad BIW. Tampa. FL scale Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941989 057622 GRA Hip Girder 2 1 Job Reference (optional) Chambers Truss, Ina, Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:04 2019 Page 2 ID:4b?W1JiEx9EoSikajSUVXUZPBJn-08dDLNzbCRspamVclHioVzDFCPBygMEEUORPMZKbl1 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=141(S) 5=141(B) 10=-76(B) 11=-606(B) 8=606(11) 16=141(B) 17=-141(B) 18=-141(13) 19=141(B) 20=-76(B) 21=-76(B) 22=76(B) AWARMNG- VerBydesfgnpsuaromfee, and READ NOTES ON TIIIS AND INCLUDEDMREKREFEBENCE PAGE0.ssirMm. f02at201580l USE ' Design valid foruse only win MRealimnnectors. This design is based onlyupon parameters ahcwn, and Is for an individual Wilding damponeel not a truss system. Before use, Me building designer must verity the appusabirdyof design parameters and pmpeMincorsorate this design into the consist builiingdesign. Bracing Indicated is to prevent buWag of inlmdual Uuss web andlorchord members only. AdMional temporary and permanent building MiTek' is always raquiredfor stability and to preverM1 corpse with possible pending iNuryarnd property damage. For general guidance regarding Me fabdwgon. storage, delver,, erection and bmang ofbusses and buss systems, see ANSUTPI1 Quality Cdteda, DS"9 am BCS1 Building Component ages Pattie East BIW. Safefylnfurmation available fmm Tmss Plate Instlute, 218 N. Lee Street, Suge g12, Aleeandda, VA22814. Tampa, R 36610 Job Ttuss Truss Type Ply PALMETTO VILLAGE GARAGE �Qty T16941990 Q57622 J1 Jack -Open 8 7 Job Reference (optional) Ghambers Truss, Inc., Fort Pierce, FL 3x4 = 8241) s Leo 6 2018 MiTex Industries, Inc. Thu May 2 08:06:05 2M 9 Page 1 :oSkajSUVXUzPBJn.sLBb4_Dzl_gCw4pr E11 AYaNpbUPCKO5Y77yozKb10 Scale =1:6.5 LOADING (Pat) SPACING. 2-0-0 CS1. DEFL. in (loc) Vdeg L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.22 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 1&0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 n1a ma BCDL 10.0 Code FBC2017/TP12014 Matrjx-MP Wnd(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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 Gras, 3=11(LC 17), 2=158(LC 1). 4=22(LC 12) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown NOTES. 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFR5 (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 3) -This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-fi-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 6 lb uplift at joint 3,161 lb uplift at joint 2 and 3 lb uplift at joint 4. Walter P. Finn PE No.22639' MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARN/NG-Venry design parameters and READ NOTES ON THIS AND INCLUDED ANTEK FEFERENDE PAGEMA7/77 rev. IMM0156EFORE USE Design valid for use only wan, MTek® contractors. This design is based only upon parameters shown, and is for an Individual Wfldng component, not a truss system. Before use, the building designer must verity the applicability of design parameters and propedy Incorporate this design Into the overall buildingdesign. Bracing indicated is to prevent buckling ofindrodualbussweb andor Nord members ony. AddMomal temporary and permanent bracing MiTek' is oWayp required for stability and to prevent conapse with possible personal injury and property damage. ForgenemlguidanceregaNingthe fabeca0un,storage. delivery, emotion and bmdng ofbusses and Wzs systems.see ANSWPI1 Duality Creeds, DSBA9 end SCSI Balloting component 6904 Parke East Bind. Sahylnlormaflon available lmm Trvss Plate lnsWde.210 N. Lea SIreN, S.A. 312. Alexandria, VAM14. Tampa, FL 36610 Job Truss Tuss Type Qty Piy =RAGET1694199Q57622 J3 Jack -Open B ' Chambers Truss, Ina, Fort Pierce, FL 3x4 = 8.240 s Dec 62018 MtTek Industries, Inc. Thu May 208:06:062019 Pagel ID:4b?WIJiEx9Eo5ikajSUVXUzPBJn-KXIzm3?d36Xp3P7PiIGaO517Du68faXhClV UFzlml? Scale=1:10.8 341-0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -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 Ina YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wnd(LL) 0.01 4-7 >999 240 Weight: 11 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/Mechanica1, 2=219/0-8-0, 4=38/Mechanical Max Hoe 2=115(LC 12) Max Uplift 3=63(LC 12), 2=159(LC 12), 4=-0(LC 9) Max Grav 3=85(LC 17), 2=219(LC 1), 4=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) Or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 3.0-0 oo purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 3=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0.11 to 1-11-5, Intenor(1) 1-11-5 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent 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 631b uplift atjoint 3,159 In uplift at joint 2 and 4 Ito uplift at joint 4. Walter P. Finn PE No.22939 MITek USA Inc FL Cod 0934 6904 Parka East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING-Venfydesignpa tersand READNOMSONMSANDtNCLUDEDMREKREFERENCEPAGEMP7d3rev.rd/ OISBEFOREDSE Design valid foruse onywith MTeI® co mectors.Thk design is based any upon parameters shown, and isforae individual building componen, not a truss system. Before use, the bulking designer must venythe applicability of desgn parameters and property incorporate this design into the overall buildingdesign. Bracing indicated is to prevent buckling of Individual Wss web sWor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wn possible personal injury and property damage. For general gukan a regaking 0re fabriw4on. stmage.delivery, erec4on and thGng ofousses and truss systems, see ANSI Quality Cararia. DSB89 and SCSI Building Composed! fiend Parke East Blvd. Saretyln/p0nagon avaiiablefmm Truss Plate lnstlute.218 N. Lee abeeLSua9312.A1exandda.VA2Md4. Tampa. Fl- 36610 Job TNss TNss Type Oty Ply PALMETTO VILLAGE GARAGE T76941992 057622 JS Jack -Open 8 1 Job Relerence o tional Gnambers Truss, Inc., I -on Pierce, f1- 3x4 = MZ91J 5 UBC b LUIb MI I eft Inaustrles, Inc. I nu May Z U0: W:U/ GV IV Yege l Scale =1:14.9 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.03 4.7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Ve I(CT) -0.07 4-7 >837 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017lTPI2014 Matrix -MP Wnd(LL) 0.07 4.7 >819 240 Weight: 17 to FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Iblsize) 3=147/Mechanical,2=304/0-8-0,4=68/Mechanical Max Horz 2=165(LC 12) Max Uplift 3=120(LC 12), 2=-187(LC 12), 4=-10(LC 12) Max Gmv 3=153(LC 17), 2=304(LC 1). 4=94(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuft=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) -1b11 to 1-11-5, Interior(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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120111 uplift at joint 3, 1871b uplift at joint 2 and 10 Ib uplift at joint 4. Walter P. Finn PE Nd.22839 MiTek UBA, Ina FL Ced6V4 6904 Parke East BNd Tampa FL 33610 Date: May 2,2019 ®w/aaMNG- Verifydeelgnponmeters and READ NOTES ON r10SANDINCLUDEDMBEKREFERENCEPAGEAg4703.. MADJUNSBEFORE ME Design valid for use onlywdh tASekdeconnesors. This deugn is based only upon parameters shown, and is foran Individual Wilding component, not a truss system. Beuxe use, the building desgnermustverfy 0e epplicalusyof com parameters and properlyIncemeate Ina design Into the outwit building design. Bmdng indicated is to prevent WtkLng allndindUal Uusswe, andlor them members any. Mcklamal temporary and permanent bracing MiTek' Is always requlmd for stability and to prevent collapse won pestles personal lnfuryand property damage. For general guidance regarding the recreation. storage, delivery, session and boating ofeusus and truss systems, we ANSUTPII Quality Croons, OSBA9 and SCSI Building Component 6904 Parke East Bud. SareylnformaUpn available Umn Tmss Pime InstdWa,219N.Leeamet.Suae312,Nexend, ,VA22314. Tampa,a 36610 Job as Truss Type pry Ply PALMETTOVILLAGEGARAGE T16941993 057622 J7 Jack-0pen 12 7 Job Reference (optional) cnamoers Iwas, inc., ron rie vu. rL i 3X4 = Scale = 1:19.3 LOADING (pst) SPACING- 2-0-0 C51. DEFL. in (Too) Udell Lid 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 Ven(CT) -0.22 4.7 >386 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.17 4-7 >490 240 Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2X4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=211/Mechanica1, 2=392/0-8-0, 4=96/Mechanlcal Max Horz 2=216(LC 12) Max Uplift 3=175(LC 12), 2=219(LC 12), 4=-14(LC 12) Max Grav 3=220(LC 17). 2=392(LC 1). 4=134(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extencr(2)-1-0-11 to 1-11-5, Intenor(1) 1-11-5 to 6-11-4 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 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 fill 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 hearing plate Capable of withstanding 175 lb uplift at joint 3, 219 lb uplift at joint 2 and 141b uplift at joint 4. Waller P. Finn PE No.22839 MTek USA, Inc. FL Cad TOM 6904 Parke East Slvd. Tampa FL 33610 Data May 2,2019 ®WARfUNG-VeAy dWgn Parameters and READ MOMS ONMSANOINCI.UDWMTENREFERENCEPAGEN0.TV3 r. fON22015BEFOREUSE Deslgn valid for use onlywim MTestowdr ecte e. This design is based any upon parameters shown, end Is loran individual looking component, not a muss system. Before use, me busking desgner must verily me appecatoRy mdesign parameters and pmpeny Incorporate Nis design mto the overall Duiisingdosign. Bracing 1Miaated is to prownt bucking ofindhidual muss web and/or chard members only. Adtlglonal temporary and permanent bracing MiTek' Is always required for stability and to prewct collapse with possible personal Injury and property damage. FergeneralguidanceregaMingthe fabdpllon.storage, denary, erection and bracing of Wssas and Voss systems,see ANSITPH Quality Would, DSB49 and SCgl Building Comprnant 6904 Parke East Blvd. Seyeylnformadon aw8able fmm Truss Plate lnamute. 218 N. Lee Street Suls312, Mex vdmL VAM14. Tampa, R 36610 Job Truss Truss Type Dry Ply PALMETTO VILLAGE GARAGE Ti6941994 057622 KJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc Thu May 2 08:06:08 2019 Scale=1:21.4 3x4 = n 5 3x4 = 7- 113 z-ss LOADING (pail SPACING- 2-0-0 CSI. DEFL. in (Joe) YdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(L-) -0.05 7-10 >999 360 MT20 2441190 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 WB 0.26 Hom CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(L-) 0.08 7-10 >999 240 Weight: 391b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (I elsize) 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 6) Max Gray 4=42(LC 6), 2=616(LC 28), 5=561(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 gb) or less except when shown. TOP CHORD 2-3=880/373 BOTCHORD 2-7=457f768, 6-7=457/768 WEBS 3-7=100/401, 3-6=10081600 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=241t; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1071b uplift at joint 4, 378 lb uplift at joint 2 and 330 lb uplift 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 lb up at 1-6-1, 100 lb down and 20 to up at 1-6-1, 131 lb down and 79 It, up at 4-4-0, 131 lb down and 79 lb up at 4-4-0, and 176 lb down and 14416 up at 7-1-15, and 176 lb down and 144 lb up at 7-1-15 on top chord, and 271b down and 6lb up at 1-6-1, 27 lb down and 6lb up at 146-1, 27 lb down and 13 lb up at 4-4-0, 27 lb down and 131b up at 44-0, and 52 lb down and 251b up at 7-1-15, and 52 lb 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 (a). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undone Loads (pit) Vert: 1-4=70, 5-8=20 Concentrated Loads Ilia) Vert: 3=-95(F= 48, B=48) 7=79(F=40, B=40) 14=-20(F=-10, B=-10) P. Finn PE Nd12699' Walter R Fi MRek Inc. FL Cart6694 6904 Parke East Blvd, Tampa FL 33610 Date: May 2,2019 ,&WARNING. Vrgydes/gnp mefemand READNOMSOMMSMDINUUDEDbifrEKREFERENCEPAGEOP703nI r6DY2015BEFORE USE Design valid forusa onywan h4Tek®cannectors. this design is based orly upon parameters shown, and Is for an Individual building componen4 net �■' ■` a truss system. Before use, me building designer must verily the applicability ofdesign parameters and prep ily Incomorrete this design theatre avers bulldNgdeslgn. Bracmg Indicated is to prevent buckling of Ndvidual puss web shelter Novi members only. AddNonaltemporarymdpermanerdbracNg M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdaadan,storage. delivery,eremon and bracing of houses and truss systems, see ANStRPIt O.Mey enforce, DSB-B9 and Bear Building Gamponant 69U4 Parke East Blvd. Safearetwmetlun av tablefmm Tmss%ate InsWNe,21a N.Lee SmeLSu6 312Nmndda,VA22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in 11-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yi r For 4 x 2 orientation, locate plates 0- y,d' from outside edge of truss. This symbol indicates the required direction of slots in Connector plates. Plate location details available in M(Tek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or 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: ANSI,TPl1: 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. I I dimensions shown in sixteenths (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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 W MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear 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 ANSIRPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 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 am 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 wt or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl 1 Quality Criteria. 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 VILLRffEb 8V-41.11idel: 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 M 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. INo. ISeal# Truss Name I Date 11 IT16941986 JA 5/2/19 12 I T16941987 I A 1 1512/ 19 13 IT16941988 IA2 15/2/19 �4 T16941989 GRA 15/2119 5 T16941990 J1 15/2/19 16 IT16941991 J3 15/2119 17 IT16941992 1J5 15/2/19 �8 1993 J7 15/2/19 19 TT169494 I169419 IKJ7 15/2/19 �9I ��� ��+�pyF1tlOR RE VI CE 4,CR o {1n C n ST• . cc The truss drawing(s) referenced above have been prepared by sue 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 ANSIfTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek'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 verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIrFPI 1, Chapter 2. SCA IV6, sj RUC%BC,OUd Y � % I SR P. `.`,��S�. \�pENS� ` No 22839 * o: ¢� 1 0:. STATE OF :�Q/` S1J ,ONA1- E%%% Walter P. Finn PE No22839 MiTek USA, Inc. Fl. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Finn, Walter 1 of I Job cuss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941986 057622 A ATTIC 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc Thu May 2 08:D6:00 2019 Page i . ID:4b?W;JiEx9EoSikajSUVXUzPBJn.WNO WDa4BDLN58Cr3ResK7riPooRu4fJGOEGbziml5 -1-0-0 6-0-14 11-6-e 1F11-2 23-00 244)-0 1-0-0 Ea14 SS2 1 5-5.2 1 P114 d!1 Scale=1:40.7 4x4 = 3.4 = US = 3U4 3x5 = 3x5 = i$ Plate Offsets (X Y)— (2:0-0-2 Edgej (6:0-0-2 Edoel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (roc) Viceg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 1G-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.201D-13 >999 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.26 Harz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(-L) 0.10 10-13 >999 240 Weight: 101 Ib FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. fib/size) 2=1109/0-8-0, 6=1109/0-8-0 Max Horz 2=187(1_C 10) Max Uplift 2=-619(LC 12), 6=619(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 2-3=-2068/1238, 34=1833/1157, 4-5-183311157. 5-6-206811238 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 BRACING - TOP CHORD &mature] wood sheathing directly applied or 4.10-10 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-1-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-secand gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45fl; 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, Intenor(l) 1-11-5 to 11-6-0. Exledor(2) 11-6-0 to 14-6.0, Interior(l) 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 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 Is uplift at joint 2 and 619 lb uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FC Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 AWARNING-Va ry Meldn parameter and READ NOTES ON NOS AND INCWDED MNEK REFERENCE PAGCh%7173 re, 1=3/3015BEFOREUSE Design valid for use only with MRek® connessor. Tlds design is based any upon parameter shown, and Is loran IndiNdual bulling component. not a truss system. Before use, the building designer must wriytbe appliwblRy of design parameters and Properly Incorporate Me design Into 0e overall buildingdesign. Bracing Indicated late prevent buckling of NNNdual truss web andlor NaN members Only. Adchionaltempararyarkpermmentbracing MiTek' Is always required for oabMy and to prevent "lapse arm possible personal lnlury and property damage. For general guidance regarding 0e Malodor. storage,delivery, creation and bracing ofbussesand Wss systems,sea ANSUTPI1Ouely Crdeda,DSBaeend BCSIBWIdtng Component seed Parke East Blvd. Seletylnhrmadon evalable fmm Tmss AMe the dOe, 218 N Lea 3VeM, Suke 3l2, Xe andda, VA22314. Tampa, pL 36610 Job Truss Truss Type Qty Ply PALMETTOVILLAGE GARAGE T76941987 057622 Ai Hip 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 11 8.240 s Dec 5 Wild Miles 4x4 = 4.4 = 4 5 Inc. I nu May 2 Uu:W:U1 LUlu Soole = lAi.4 3x5 3x6 = 3x4 =3x4 = 2x3 II 3x5 = 7b4 I 11-0-0N� 16i 12 23-0 o� 1$ Plate Offsets (X Y)— 12'0.0-2 Edcej (7:D-0-2 Edge) LOADING (psl) SPACING. 2-0-0 Cat. DEFL. in (Igo) VdeO Ud 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 1.25 BC OA9 Vert(CT) -0.2313-16 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Horz(CT) 0.05 7 n/a Well BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) DAB 13-16 >999 240 Weight: 109 he FT=20% LUMBER. BRACING. TOP CHORD 20 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=1109/0-8-0 Max Harz 2=180(LC 11) Max Uplift 2=619(LC 12), 7=619(LC 12) FORCES. (Ib)-Max. CompdMax.Ten.-Allforces 250(to) or less except when shown. TOP CHORD 2-3=-1987/1235, 3-4=-1437H027, 4-5=1265/969, 5-6=1437/1027, 6-7=-1987/1235 BOT CHORD 2-13=989/1757, 11-13=-989/1757, 10-11=-612/1265, 9-10=1004/1757, 7-9=10(14/1757 WEBS 3-13=-23/301, 3-11=730/549, 4.11=337/467, 5-10=337/467, 6-10=7311549, 6-9=23/301 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.Ops1; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Este C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-71 to 1-11-5, Interior(1) 1-11-5 to 11-0-0. Extedor(2) 11-0-0 to 16-2-15, Interior(i) 16-2-15 to 24-0-11 zone;C.0 for members and forces & IAWPRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 he uplift at joint 2 and 6191b uplift at joint 7. Walter P. Finn PE Nd.22639 Wilk USA, Ins FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING- Vedrydesignpara d. andREADNOTES ON MSANDINCLUOEO6DTEl(NEi NCE PACEMAW3 ay. 10113,2015BEFORE USE �r Design Yard far use onyath Mirada connectors. This design Is based a* u,orpanomeasa shorn, and 13 for an InalMdual Wilding cumporent, not `■ a Wu system. Before use, the buediag designermust wdfytha applicability of design parameters and properly Incorporate Nis design Into me overall loading design. Bracing indicated is to prewm buckling of lncMdual Mideast, andlcr chord members only. Morainal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injuryand property damage. Forgeneralguldanceregamingthe Wrestler. storage. delivery. emaon and braWg ofbusses and truss Widens. see ANSaPlr Duolly Cdleda,DSBdeend BCSIBuilding Component 6904 Parke East BIW. Selelylnhrme0on available from Truss Rate Metals,218 N. Lee street, Sude 312 Nexondda, VA 22314. Tampa, FL 36610 Job Truss Type Dry Piy PALMETTO VILLAGE GARAGE Pas T76941988 057622 Hip 2 1 Job Reference (optional) s.namoers Muss, roc., con rlerce, rL 0.2411 S Use b 2UId MI I eK MOUSUIe9, Inc I nu May Z Ub:Ue:U3 IUla at Scale=1:41.1 4x6 = 4x6 = 4 20 21 5 4x4 = 3x4 = 34 3x4 = 4x4 = Allll 1dN 'l'L111 ($ 9-M I5-0-0 9-0 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Idell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Ven(LL) -0.2011-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Ven(CT) -0.3711-14 -736 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.17 Horz(CT) 0.05 7 ma me BCDL 10.0 Code FBC2017/TPI2014 Mabfx-MS Wnd(LL) 0.17 11-14 >999 240 Weight: 971b 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. (Ib/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. (Ib) - Max. CompdMax. Ten. -All forces 250 (Ib) 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 BOT CHORD 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 roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (&second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.IS; MWFRS (directional) and C-C Extenor(2)-1-0-11 to 1-11-5, Intenor(1) 1.11-5 to 9-0-0, Extedor(2) 9-M to 13-2-15, Interior(1) 13-2-15 to 14-0-0, Extenor(2) 14-D-0 to 18-2-15, Interior(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 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 20.0psf 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 = I O.Opsf. 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. Waiter P. Finn PE Nd.22639 MITA USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 ®WARMNO- Vedlydaalgnparamafw,sand READ NOTES ONTNISANDINCLUDEOAVIEK ERENCEPAGEMI7C3 rev. IMM015BEFORE USE Design valid for use onywkh Mnek®donnedors. This design is based ony uponparamssers ahosm, and Is for an Indiveusl bu9Gng component, not Wit truss system Before use, the buildvlg designer mustvedfy the applicability of design parameters and prepedyblcemoone this design hound owmit buidingdesiga. Bracing Indicated is to prevent buckling of Individual Was web m&w Mont membem only. AddNonallempamryandpemlaneMbraing MiTek' is akvays required for stabilfty and to prevent collapse war possible personal inluryand properly damage. Forgeneral guldalwe regarding the favicadon, storage, delivery, erection and bracing ofausas act Waa systems, see ANSWRI Duality Crifedo, DSBa9 and SCSI Bullding Component 6904 parka East Blvd. SMefylnformmbn avalable Rom Truss Plate Instr ute, 218 N. Lee sheet, Suite 312 Alexandria, VA22314. Tampa. FL 36610 Job Truss TrusType Qty Ply PALMETTO VILLAGE GARAGE T76941989 Q57622 GRA �HlpGirder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:04 2019 Scale=141.1 Sx8Mr16HS = Zx3 II 174 16 19 Sx8MT181S = oxd = Sato II oxa — 3x8 = 3x10 It 3-9-14 116-0 16-0-0 1&2-2 230A 3-9-14 3-2-2 4i-0 ( 46 I 3-2-2 3-9-14 Plate Offsets (X Y)— [2:0-4-0 0-1-141 13:0-5-4 0-2-0) [5:0-540.2-41 [6:04-0 0-1-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Gallo DOL 1.25 TC 0.89 Vert(L-) 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 MTlBHS 244/190 BCLL 0.0 ' Rep Stress Inv NO WB 0.37 Horz(CT) 0.09 6 n/a n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 119 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/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. (lb) -Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=S760/3134, 34=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=-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=4.2pst, BCDL=3Dpsf h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Eke 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 ate MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcummit 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 1421 He 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 lb dawn and 371 lb up at 7-0-0, 198 Ib dawn and 2041b up at 9-0-12, 1981b down antl 2041b up at 11-0-12, 198 Ib down and 2041b up at 11-11-4, antl 19B Ib down and 20416 up at 13-11-4, and 327 lb do" and 371 Its up at 16-0-0 an top chord, and 60616 down and 3921b up at 7-0-0, 94 le down and 341b up at 9-0-12, 94 lb dawn and 3416 up at 11-0-12, 94 lb down and 341b up at 11-11-4, and 94 It, down and 34 lb up at 13-11-4, and 6061b down and 39216 up at 15-11-4 on bottom chord. The desIgn/selectiun of such Connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=70, 3.5=70, 5-7=70, 2-6=20 Walter P. Finn PE No.12939 MTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING-Vwiydssf1. ammeters MdREADN03ES ON THIS AND INCLUMFDA9rEKREFE1%Sww PAGEAONQ]m. 11123,s?01SBEFORE ME Design valid for use only with A9Tek®oonnetlara. This design is based ony upon parameters shown, and Is for an IndiNtlual building component, not a truss system. Before use, 01e tolling designer must very 0e app9ralsg6y of design paremeters and properi Incorporate Nis design Into Me overall buildingdesign. Bracing indicated is to prevent bu0ding of individual mass web andfor chord members ony. Additional temporary and Permanent bracing M1Tek' Is aiwaya re4ubed for stabilM and to prevent collapse wdh passible personal iNrmy and pmpedy damage. For general guldens regarding me fabdeadon.storage, delivery. erection and bradng of busses and truss systems, see ANSUrP/r Dually Cessna, DSBA9 and SCSI Building Component 6964 Parke East BIW. Sofoyinformaf/an avaWble ham Tmas Plata Institute. 218 N. Lea Street, $ude m2, Alexentlda, VA 2231d. Tampa. FL 36610 Job ss Truss Type 0ty Ply PALMETTO VILLAGE GARAGE T76941989 057622 PPI Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc, Fort Pierce, FL 8,240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:04 2019 Page 2 ID:4b?VAJIEx9EOSikajSUVXUzPBJnOOdDLNzbCRspamVClHioVZOFCPB_ggMEEuORPMZKbll LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=141(B) 5=141(B) 10=-76(B) 11=606(B) 8=606(11) 16=141(13) 17=141(B) 18=-141(B) 19=141(B) 20=-76(B) 21=76(13) 22=76(3) AWARMNG-VoaydesignperawtanlandREADNOTES ON MSAND INCLUDED MNENIUiFENENCE PAGE WLyd2 . 1=202015BEFONE USE Design valid Mr.. onlywM MiTek®codoW.m. This design is based only uponpammeters shown, and Is for an ImM idual Wield, mmponerL not a truss system. Before use, the budding designer must very Me applicability of design parameters and property dmipomte this design laterite overall buildingdeslgn. Bracing iMicated is to preuenl Walking of ddMdual lauds web mWor chord members any. Additional temporary and bracing WOW permanent Is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneralguldanserogawingthe fabrication, storage, delivery, erection and bracing of Wsses and buss systems. see ANSMPII Quality Camara, DSB49 and SCSI Building Component 6904 Parke East BIW. SaferylnformeUon avaeablefiam Truss Plate Institute, 218 N Lee street, SUAe312.Alexandda,VAM14. Tampa, FL 36610 Job ussTruss Type City Ply PALMETTOVILLAGE GARAGET76941990 057622 [it Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOADING (psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BOLL 0.0 ' Rep Stress [nor YES WB 0.00 BCDL 10.0 Code FBC20177TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/sae) 3=6/Mechaniw1, 2=158/0-8-0, 4=3/Mechaniml Max Horz 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. (lb) -Max. ComplWax.Ten.-All forces 250(lb) or less except when shown 8.240 5 Dec 6 2018 Mffek Industries, Inc. Thu May 2 U6:W:U5 ZUIU Page 1 oSikajSUV%UzPBJn.sLBbZLDzI,gCw4pr E11AYaNpbUPCKOSY7TyozKblO 3x4 = DEFL. in (lot) Udeg L/d Vert(LL) 0.00 5 *99 360 Vert(CT) 0.00 5 >999 240 Horz(CT) 0.00 4 mat Na Wnd(LL) -0.00 5 >999 240 Scale= 16.5 A d PLATES GRIP MT20 244/190 Weight: 51b FT = 20°% BRACING. TOP CHORD Stmctural wood sheathing directly applied or 1-0-0 oc purling. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directiona i and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncenmment 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 fuss to bearing plate Capable of withstanding 61b uplift at joint 3, 161 lb uplift aljoint 2 and 3 Ito uplift at joint 4. Walter P. Finn PE No.22839 LLTek USA, Inc. FLCert 8834 6904 Parke East BNd. Tampa FL 33610 Data: May 2.2019 ®WARNING.VMry dssl9npanrtnfers and READ NOTES ON TNISANDINCLUDEDA KREFERENCEPAGEM11703m. 100Yl015 BEFORE USE Design valid for use onywith MITekIDconnedors. TNs design la based only upon parameters shown, and la Won Individual building ccmponenl not ��• a truss system Betas use, Vie building designer must vedythe applicabialya design parameters and property intoryorate Nis design menthe ownwa bulidingdesign. Bitting Indicated is to bucking oflndlAdal truss web mdiorchord members ony.MtRI.naltemporaryeMpmmanentbradng MiTek' prevent is always required for stability and to prew:m Collapse with possible personal injury and property damage. ForgeneralguidanceregaNingthe fabrication. storage, delivery, eredian and bmdng MWsses and truss systems, see ANSVnelr Quality(ofdda, OSB.89 and sold Building Component 6904 Parke East Blvd. SnlofylnformMlon available hors Tmss Plata Instduta, 218 N Lee Streit, Su4e m2, Plexandda, VA 22314. Tampa. FL 3661a Job loss Truss Type 0ty Ply PALMETTO VILLAGE GARAGE T16941991 057622 J3 Jack -Open 8 1 Job Reference (optional) Gnamoers INss, Inc., con ruses, rL i FmT B.24U S Use B Zulu MI I ek Inaustnes, Inc. Inu May 2 Ud:Ub:uo ZU1 V rage l ID:4b? W1JiEx9EoSikajSUVXUzPBJn-KKIzm3?d36Xp3f?PilGaO517Du68faXhCtYUFzMl? Scale =1s10.8 s-a-o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Verl(LL) -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 [net YES WE 0.00 Hoa(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wnd(LL) 0.01 4-7 >999 240 Weight: it lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD , Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/sae) 3=81/Mechanicel, 2=219/0-8-0, 4=38/Mechanical Max Horz 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. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuk=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) and C-C Extenor(2)-1-0-11 to 1-11-5, Intedor(1) 1-11-5 to 2-11-4 zene;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 par 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3, 159 It, uplift at joint 2 and 4 Its uplift at joint 4. Walter P. Finn PE No.23939 1117e1, USA, i.e. FCCan Me 6904 Parke East Bind. Tampa FL 33610 Oat.: May 2,2019 ®wARMNG- Verity design pwameers audit NOTES ON MS AND INCLUDED agrEK REFERENCE PAGE UP7473 rev. ISIX141015 BEFORE USE Design valid for use only with M7e1® connectors. This design Is based only upon parameters shown, and is for an individual buedmg component, not �■' ■` a truss system. Before use, His building designer must very the app6cabeey of design parameters and pmpedy Inco this design Into the overall aodle buildmgdesign. Bracing indicated is to prevent buckling of individual buss web arldlor chord members only. Adige I tempoay and pennanem loading WOW is always required for stability and to prevent collapse went possible personal lnjmy and pmpeM damage. Forgenealguidanceregandingthe fabrication, stodge, delivery, erection and bmdng oftmsses and truss systems, see ANSUTP/1 Quality Cdten, DSE49 and Best Building Compenenl ages Parke East Blvd. Sefeiylnformetion availablahom Tmss Platelneftte,218N.Lee Street,SU4.312,A.ndna,VA22.t14. Tampa, FL 36310 Jab cuss Truss Type Dry Ply PALMETTO VILLAGE GARAGE T76941992 057622 JS Jack -Open 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8,240 s Dec 62018 MiTek Industries, Inc. Thu May 2 08:06:072019 Page 1 ID:4b?WjJiEx9EoSikajSUV UzPBJnajJL_POTUMEORDEBzPGV6bem?c6gl6ghwsc5OhzKbl_ � 741-0 I 5-0-0 I 3x4 = LOADING (Pat) SPACING. 2-0-0 CSI. DEFL. in (too) Vde0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Van -0.03 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.07 4-7 >837 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017rFPl2014 Matrix -MP Wmd(LL) 0.07 4-7 >819 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Us/size) 3=147/Mechanical, 2=304/0-8-0, 4=58/10echanical Max Hom 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(I1a) or less except when shown. Scale=1.14.9 PLATES GRIP MT20 2441190 Weight: 17 lb FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45R; L=24ft; eave=4fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, li terior(1) 1-11-5 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions she": Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 to uplift at joint 3, 187 to uplift at joint 2 and 10 Ib uplift at joint 4. Walter P. Finn PE No22699 MTek USA, Inc. FL Cott 6634 6904 Parka Fiat Blvd. Tampa FL 33610 Data: May 2,2019 ®WARNING-Ved&Ceslgn,peaeatera eadREADNOTES ON TrOSANDINCWDED AffIEKREF£AENCEPAGEM1VF2413wwv 101032015BEFORE USE Design valid for use onywith MReb0connecfors. This design is based cny upon parameters shown, and is for an iamAdval building component, net �r- L a truss system. Before use, the building designer must veufythe applicability of design parameters and propery, incorporate this design into %e overall buildingdesign. Bracing indicated is to prevent buckling of edMdual truss web andlorchoN members only, Additional temporary and palmanW trading MiTek' is always required for stability and to prevent collapse wet possible personal injury and property damage. Far general guidance regarding the fabrication. storage, deliveryemff*n and tracing mousses and truss systems. see ANSUrPll Duality Corona, DSB49 and SCSI Building Component 690g Parke East Bind. Seleylnfaina on availabkt Tmss Pleetnsttute.218NLee6 M.Sufte312.N"andda.VA22314. Tampa, FL 36610 Job cuss Truss Type Gty Piy PALMETTOVILLAGE GARAGE Ttfi941993 057622 J7 Jack -Open 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dec 6 2018 MTek Industries, Inc Thu May 2 08:06:07 2019 Page 1 ID:4b?W;JiEx9EoSikajSUVXUzPBJnojJL_POTUMEORDEBzPGV6ber cBCt6ghwsc5OhzKbl_ 7-0-0 7-0-0 Scale=1:19.3 Plate Offsets (X,Y)— [2:0-1-6,Edge) LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (too) Well 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 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wnd(LL) 0.17 4-7 >490 240 Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=211/Mechanical, 2=392/043-0, 4=96/Mechanical Max Horz 2=216(LC 12) Max Uplift 3=175(1_13 12). 2=219(LC 12), 4=-14(LC 12) Max Grav 3=220(LC 17). 2=392(LC 1), 4=134(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0or, bracing. NOTES. 1) Wind: ASCE 7-10; 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 Extenor(2)-1-0-11 to 1-11-5. Interior(1) 1-11-5 to 6-11-4 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 pat bottom chord live load noncencurrent 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 M-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 175 Ib uplift at joint 3, 219 lb uplift at joint 2 and 14 lb uplift at joint 4. Walter P. Finn PE Nd.22639' MTek USA, Inc. P. Can 0634 6SO4 Parke East Brad Tampa FL 33610 Dec: May 2,2019 ®WARNING-VooWdesignpammetersBndREAOROM ONTHISANDINCLUDEDIDIEKNEFERENCEPAGE MD-7411rev.1003as1aSEFOREUSE Design valid amuse any win MlTelos eonnedom. ThIs design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the sending designer must verify the applicability of design parameters and property inamsorate this design into the overall buildingdeagn. Bracing indicated is to prevent budding of individual trues web andlor Nord members only. Addiical temporary and permanent bracing MTek• is sheave required for shimity and to prevent colisp. with possible personal Injury and property damage. For general guidanceregarding Me fabricator. storage. delivery, erection and bracing oftru55esand more rystems,sea ANSUT7I1 Qualify Crifodo, DSB49 and Best Building Component 6904 Padre East Blvd. Satisfy Lrformation available from Truss Plate InsWute, 218 N. Lee Street, Sude312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Div Ply PALMETTO VILLAGE GARAGE T16941994 057622 [KmJ7ss Diagonal Hip Girder 4 1 JOD Reference (optional) Chambers Truss, Ina, Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc Thu May 2 08:06:08 2019 Scale=1:21.4 Ii . 3x4 = �•� 5 3.4 = LOADING (psf) SPACING- 2-0-0 DEL DEFL. in (loc) Well Ud 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 Ved(CT) -0.13 7-10 -871 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.26 Horz(CT) 0.01 5 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(L-) 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 pur ins. 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(LC 8) Max Grav 4=42(LC 6), 2=616(LC 28), 5=561(LC 28) FORCES. (lb) - Max. Comp./Max. Ten, -All forces 250(I1b) 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=1008/600 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf 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 1071b uplift at joint 4, 378 to uplift at joint 2 and 330 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 201b up at 1-6-1, 100 lb down and 20 lb up at 1-6-1, 131 It, down and 79 It, up at 4-4-0, 131 Ib down and 79 It, up at 44.0, and 176 Ib down and 144 to up at 7-1-15, and 176 lb down and 1441b up at 7-1-15 on top chord, and 27 ID down and 6lb up at 1-6-1, 27 Ito down and 6 to up at 1-6-1, 27 lb down and 13 Ib up at 4-4-0, 27 It, down and 13 lb up at 4-4-0, and 521b down and 251b up at 7-1-15, and 52 to down and 25 Ito up at 7-1-15 on bottom chord. The desigNselection 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 Untronn Loads (pit) Vera: 1-4=70, 5-8=20 Concentrated Loads (lb) Vert: 3=-95(F=-48, B=-48) 7=79(1`=-40, 8=-40) 14=-20(F=10, B=-10) Walter P. Finn. PE No.22938 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: May; 2,2019 A IWINIFING - Ve&YdWgn parameters andRIE4D NOTES ON Me AND INCLUDED INTIEK REFEAUENCE PAGE MP7M rev. 1000=015 BEFORE USE Design valid for use only with MDek9 connectors. This design is based only upon parameters shown, and is for an individual building componeM, not �, a truss system. Before use, 0e buJding designer must verify Me appsr mfliy of design parameters and preperly incorporate this design into die overall buildingdesign. Bracing Indicated is to prevent budeiing of individual truss web areas chord members only. AddeionaltemporaryandpermaneMbracing MiTek' is always required for stabilly and to prevent collapse with possible personal injury and property damage. For general guldance regandi g the fabriaadon,storage, delivery. erection and bracing ofhuwes and buss systems, we ANSUTPII Quality Cairene, DSOA9 and SCSI Building Component 6904 Parke East Bed. SeNtylnformatlon mailable ham Tons Red leaders,218 N.Lee Street Sude312, Alexandria, VAU314. Tampa, FL Seat Symbols PLATE LOCATION AND ORIENTATION � " Center plate on joint unless x, y offsets are indicated. HEDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1T16" I For 4 x 2 orientation, locate plates 0- ''+a' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section off 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: ANSIfFPl1: 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 648 I I dimensions shown scale) (Drawings not too sccalee) 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 �m W1 1' MiTeka MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide lmss sparing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlrrP1 1. 7. Design assumes tmsses will be suitably protected from the environment in accord with ANSIlrPl1. 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 truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 1S. Use of green or treated lumber may pose unacceptable environmental, health or performance dsks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria.