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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 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GRANDE CONSTRUCTION OF FL Project Name: PALMETTO VILL%TbWM04I lodel: 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/TPI2014 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. INo. Seal# Truss Name I Date 1 T16941986 JA 5/2119 2 T16941987 IA1 15/2/19 3 T16941988 1A2. 1512119 1 1 T16941982 IGRA 5/2/19 1 5 T16941990 J1 15/2/19 I6 1T16941991 1,13 15/2119 I T16941992 IJ5 519 1 Ie IT16941993 IJ7 15/2/19 1 19 IT16941994 IKJ7 15/2/19 1 REVIEWED FOR CC)DE COMPLIANCE ST. LLJCIE=COUNTY BOCC FILr� t�®Py The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPl 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTeles 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 propedy incorporate these designs into the overall building design per ANSI/rPl 1, Chapter 2. SCANNED BY St. Lucie County No 22839 STATE OF ' 44/� ,ONAt E�%%% Walter P. Finn PE No.22839 MiTek USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 Finn, Walter - 1 of I Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T169419M 057622 A ATTIC 7 1 Job Reference (optional) unamDers Truss, Inc., Fort Pierce, FL 1 3 6 8.240 a Dec 621315 MITek Industries. Ina Thu Mav 206:06:002019 Scale=1:40.7 4x4 = 4 3x5 = US = 3x6 = 3x4 = us = 7-10-1a 15-16 23-0-0 z1 a1n ig Plate Offsets (X,Y)— f2:0-0-2 Edge) (6:D-0.2 Edgej LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(L-) -0.08 IG-13 >999 360 MT20 2441190 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 We BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wnd(LL) 0.1010-13 >999 240 Weight: 101 to 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 Hors 2=-187(LC 10) Max Uplift 2=-619(LC 12), 6=619(LC 12) FORCES. (Ib) - 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=3631658, 3-10=450/409 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD 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-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, Interior(1) 1-11-5 to 11.6-0, Extenor(2) 11-6-0to 14-6-0. Interior(1) 14-6-0 to 24-0-11 zone;C-C for members and forces & MWFRS for reactions she=; 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 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 Ib uplift at joint 2 and 619 Ib uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE Nd.72839 MTek USA, Inc. FL Cert6834 6904 Parke East BNtl, Tampa FL 33610 Date: May 2,2019 ®WARMNG- drldesignparsmet. endRi14DN0TSS ON TNIS ANDINCLUDED dgrENREFERENCEPAGEa9AT473..I ML2015BEFORE USE Deelgn valid bruse onywW Miens oonneclom.This design Is based only Won parameters shown, and is fro an individual budding component. not Scale system Belem use, Me building designermust vedythe apptimbilhy of design parameters and proper incorporate this design Scene overafl buildingdesign. Bracing indicated Isla prevent buckling of lndiddual muss web andlorchad members any. Additional temporary and permanent bracing • MITek' Is always required for stabay and to prevent collapse w9h possible personal Injury and proper damage. Forgeneralguidanceregaming Me abdication, Siena.,delivery, erec0on and among ditmsses and Wss Systems,ase ANSUIPif Quality entente, DSB49 end Best Building CampsnuMf Se/eylnfmmWon evailabia from Truss Plate Insldute.218 N. Lee Simel. Sube 312. Alexandria, VA 2231d. 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type Dry Ply PALMETTOVILLAGE GARAGE T76941987 057622 Al Hip 2 1 Job Reference (optional) Cnambers Truss, Inc., Fort Pierce, FL 4x4 = 4x4 = 4 5 U.24U 5 Ueb G 2Ulu MI I an mDusVles, inc. L W:W:UI Zulu Scale = 141.4 i$ 3x5 = 2x3 II 3x8 3x4 = 3x4 = 2X3 I 3x5 = ].Rd 1'L1'-0L1-0] '2I-02 23-0-0 1N aG.to ]Ad Plate Offsets (X Y)— 12:0-0-2 Edge1 17:0-0-2 Edgel LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (lox) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(L-) -0.09 13-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.2313-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 7 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wmd(LL) 0.1513-16 >999 240 Weight: 1091b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-7-100o puffins. BOTCHORD 2x4 SP M 30 BOTCHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 7=1109/0-8-0 Max Horz 2=180(LC 11) Max Uplift 2=619(1_C 12), 7=619(LC 12) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (Ib) 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=19t37/1235 BOTCHORD 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; Vuh=170mph (3-second gust) Vasd=132ri 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 G-C Exterior(2)-1-0-11 to 1-11-5, Interior(l) 1-11-5 to 11-0-0. Exterior(2) 11-0-0 to 16-2-15, Interior(1) 16-2-15 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 nonconcurrant 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 Ib uplift atjoint 2 and 619 lb uplift at joint 7. Waiter P. Finn PE No.22339 MiTak USA, Inc. FL Can 6634 6904 Parka East Blvd. Tampa FL 31610 Data: May 2,2019 ®WARMNG- Wand Eoslgnparametere and READ NOTES ON MS Me INCLUDED MITEK REFERENCE PAGE MPT03 ra. 11103,2015BEFORE USE Design water for use ontywln MTek®wmlectors. Tins design is based ony upon Parameters shown, and is foran indiWtlual buffaing component not �t a truss system. Before use, We budding designer must verify Ste app4wbillyaf design parameters and pmpedy ncoryoram nb design Into me ..all building design. Belong lndirated is to beams ofneiddual Was web andlardmrd members only. Additional temporary aM permanent bracing MiTek' prevent al • Is ways required for abbil4y Bad to prevent cori win possible personal Injury and prepeny damage. Forgenemiguldanceregardingthe fabdcation. Storage,delivery. erection and beading ofWeses and Was systems. see ANSUTPll comity reasons, DS84l9 and BGV Building Component 694 Parke East BM. Sarefylafomnu0on eatable from Truss Plate Institute, 218 N.Lee street Suite 312. Alexandria, VA22314. Tampa.R 361310 Job Truss Truss Type Qty Ply PALMETTO VILLAGE GARAGE T76941988 057622 Hip 2 1 Job Reference o lional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MTek IndusMas, Inc. Thu May 2 08:06:03 2019 Page 1 ID:4b7WIJiEx9EoSikajSUVXUzPBJn-wy3r82zyRBjyymQkaBZyTDs7ovxGF57Eeul Kbl2 -100 00 i 1140i 173-31 I -00�2 0512400 1100 it 4x6 = 4x6 = Scale=1:41.1 4x4 = 3x4 = 34 = 3x4 = 4x4 = 900 500 900 LOADING (psp SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate GNp DOL 1.25 TC 0.29 Vert(LL) -0.20 11-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.37 11-14 >736 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.17 Horz(CT) 0.05 7 We Wa BCDL 10.0 Code FBC2017/TPI2014 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 BOTCHORD 2x4 SP M 30 BOTCHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8.0, 7=1109/0-8-0 Max Horz 2=150(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=-2047/1420, 3-4=-1728/1193, 4-5=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=-163/430, 5-9=183/431, 6-9=-462/441 Structural wood sheathing directly applied or 4-9-4 oc purlins. Rigid ceiling directly applied orb-7-13 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=411; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0-11 to 1-11-5, Inte tor(1) 1-11-5 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(() 13-2-15to 14-0-0, Exterior(2) 14-0-0to 18-2-15, Interior(1) 18-2-15 to 24-D-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 nonconwrtenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 2 and 619 Ib uplift at joint 7. Walter P. Rnn PE No.22839 Mt ek USA, Inc. FL Cad 8934 6904 Parka East Blvd. Tampa FL 33610 Data: May 2,2019 ®WARNING-V¢dlydeslgnpamm¢fineOdREAD NOTES ONTNISANDINCLUDWD KREFERENCEPAGE NP7473m.14020015BEFOREUSE Oeslgn valid brow ont/wim laneMcannedurs.TMs design is based anly open parameters shown, end Is for an Irkividual buildng component, not a truss system. Before use. 0e building designer must verity me applimbinyof design parameter and properly Ncomorate NB design into the ovemt buildingdesign. Bmcingindirated is to preventbuGang of mdMdualWmweb andforchommembers only. Addgicnaltemporary and perramembracing MiTek' Is always raquimdfor stability and to prevent coaapsewith passible personal injury and property damage. Forgeneralguidancereganingthe fabricator. storage. delNery, erection and bracing oftusms and truss systems, see ANSMIMI Qualify Criteria, DSB49 endB I Building Component Saleyiclunnathm available tram Truss Piam Institute, 218 N Lee Street. Suite 312,AIusandrla. VA22314. 6904 Parke East SIW. Tampa, FL 36610 Job runs Type Ory Ply PALMETTO VILLAGE GARAGET16941969 TH�PsGirder 057622 GRA 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2016 MTek Industries, Inc. Thu May 2 08:06:04 2019 Pagel Scale=1:41.1 5x8 MT18HS = 2XJ II 16 174 18 19 5x8 MT18HS = axo = 3x1D 11 oxc = 3x8 = 3x10 11 -9-14 I 7-QO 115-0 16-0.0 1 31&2-2 2 Plate Offsets(X,Y)— 12:0-0-0,0-1-141,(3:0.5-4,0-2-41,15:0-5-4,0.2-4L16:0-4-0,0-1-141 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 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 MT18HS 244/190 BCLL 0.0 Rep Stress Ina NO Wit 0.37 Hoa(CT) 0.09 6 We n/a BCDL 10.0 Code FBC2017/-FP12014 Matrix -MS Weight: 1191b 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/D-8-0 Men Horz 2=120(LC 7) Max Uplift 2=-1421(LC 8), 6=1421(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=5160/3134, 3-0=-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. BOTCHORD Rigid ceiling directly applied or 6-1-7 oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for Nis design. 2) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst, BCDL=3.OpsY 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 ponding. 4) All plates are MT20 plates unless othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of toss to bearing plate capable of withstanding 1421 Ib uplift at joint 2 and 1421 It, uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 327 Us down and 371 ID up at 7-", 198 lb down and 204 Ib up at 9-0-12, 198 It, down and 204lb up at 11-0-12. 198 Its down and 2041b up at 11-11-4, and 198 Its down and 204 It, up at 13-11-4, and 327 It, down and 371 lb up at 16.0-0 on top chord, and 606 Its down and 392 Ito up at 7410, 941b down and 3416 up at 9-0-12, 941b down and 341b up at 11-0-12, 941b down and 341b up at 1 bt 1-4, and 941b down and 34 Ib up at 13-1 l-4, and 6061b 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). LOADCASE(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 Nd.22839 MTek USA, Inc. FL CM 6834 6904 Parke East Bills. Tampa FL 33610 Date: May 2,2019 ®WARNING- Vedrydeei9nparameferaandREADNOMS ON MSAND/NOLDDEDaOIEKREFERENOEP4GEdW7,Fn3 . fQW34UrSBEFONE USE �■' Design valid for use only with MTek®contractors This design is based only upon paamelers shown, and is for an individual Word component, net ■` a toss system Before use, the building designermusl verily the eppliczbiliy of detign parameters and property Ncoryo me Ina design into 0e owall bulidingdesiga. BmungiMicated is to preventbuck6ng of lndMdualtruss web andlorchonimembers only. AddNonallempaary and permanembracing MiTek' Is always required ter stability and to p ewm collapse with potable personal injury and propertydamage. For geneml guidance regarding me recreation, storage, deTWW. erection and baling oftmsses and truss systems. we ANSWRI Duality Cdteda, DSB49 and SCSI Building Component 6904 Parke East land. Sarety/nrwhownh n aw9able mom Taas Plme InslaNe, 210 N. Lee Sheet BUIIe 31$ Aleaandda, VA 22314. Tampa, FL 36610 Job russ Truss Type 0ty Ply PALMETTO VILLAGE GARAGE T16941989 057622 GRA Hip Girder 2 1 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?WjJ!Fx9EoSikejSUV,CUzPBJn-08dDLNz CRspamVclHioVZOFCPB_�ggMEEuORPMZKbl1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=141(13) 5=141(B) 10=-76(B) 11=606(B) 8=606(B) 16=141(1!1) 17=-141(B) 18=-141(B) 19=141(13) 20=-76(B) 21=76(B) 22=76(8) ®WARMNG- VeslfydesfgapmamefayssndflEADNOMS ON lNISANOWCLUDED F9IEKREFERENCEPAGEAL47473 .1OWlO15 BE JZFUSE Design vatd for use onlywah MTek®connectors.TNs design is based only upon parameters shown, and is for an IndMdual buldy compcnen4 net a truss system Before use, the buidug designer must vemy the appumerdy of design parameters and property Incorporate this design Intothe swag buildingdesign. gradual Indicated is to prevent buckling of lnduldual Wes web sailor Nord members any. AddAonaltempmaryand,esmanetdbmdnal MiTek' Is always required for stability and to onwant collapse with possible personal Injury and property damage. For general guidanceregarding the (abdwdon,storage, degvery,erecgon and badng of Wssas and Wss systems. see ANSI41711 Quality Cdteda, DSB49 and BCSI Building Component 6904 Parke East BIM. SetOfylnfManallOn aQbble ham Truss Plate Institute, 218 N. Lee StaeL Suite 312, Aleaandda, VA 2231C Tampa, FL 36610 Job Truss Truss Type Qty Ply PALMETTO VILLAGE GARAGE T76941990 Q57622 J1 Jack -Open 6 7 Job Reference (optional) GnamOers TN9a, Inc., Fort Pierce, YL 3x4 = E.L9V 5ueL O LV16 MI I ell mausRles, rlc. 1flu may L Vo;m.ua Lulu 0 e Scale -1:6.5 LOADING (pal SPACING- 2-0-0 CS1. DEFL. in (loc) I/deg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Verl 0.00 5 >999 240 BCLL 0.0 Rep Stress Ina YES WE 0.00 Hom(CT) 0.00 4 rda n/a BCOL 10.0 Code FBC2017rrPI2014 Matrix -MP Wnd(LL) -0.00 5 >999 240 Weight: 5lb FT=20h LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. REACTIONS. (lb/size) 3=8/Mechanical, 2=158/0-8-0, 4=3/Mechanical Max Ho¢ 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.-All forces 250(Ib) or less except when shown NOTES. 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=45R; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterka(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 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 2-0-0 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 61b uplift at joint 3,161 lb uplift at joint 2 and 31b uplift at joint 4. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 3$610 Data: May 2,2019 ®WARNING -Verfty design paramerm and READ NOTES ON MS AND INCLUDED adral REFERENCE PAGE aOL74r3 rw-101,0312016 BEFORE USE Design valid for use only win MTek® connectors. This design Is based only upon parametere shown, and is for an IMiridual budding component, not a War system Before use, Me building designer must verify the applicability of design parameters and popery incorporate Nis deep Into Me overall WWI Bracing indicated is to prevent bung of individual mass web and/or chord members only. Anal anal temporary and permanent bracing WOW ' is always resulted for Stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication. Storage, delivery, erection and bracing strutter and truss systems. we ANSITPH Dually Woods, DS"9and BOS1 Building Component 6904 Parke East Blvd. Safeylnbrmarlo r ava6able from Truss Plate Institute, 218 N. Lea Stmet, Sube312, Alexandria, VA22314. Tampa, FL 36610 Job toss Truss Type Qty Ply PALMETTO VILLAGE GARAGE T76941991 Q57622 J3 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:06 2019 Page 1 ID:4b? WIJiEx9EoSikajSUVXUzPBJn.KXIzm3?rj36Xp3f?PilGaO5l7Du68faxhCIYUFzKbl? -1-D0 34 1-0.0 I 340 Stale=1:10.8 3x4 = LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) /deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ved(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 SCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Wind(LL) 0.01 4.7 >999 240 Weight: ll Ib FT=20% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/Mechanical,2=219/0-8-0,4=38/Mechanical Max Ho¢ 2=115(LC 12) Max Uplift 3=63(LC 12), 2=159(LC 12), 4=4(LC 9) Max Grev 3=85(LC 17), 2=219(LC 1), 4=54(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-11 to 1-11-5, Interior(1) 1-11-5 to 2-1 IA zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-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 6316 uplift at joint 3, 1591b uplift at joint 2 and 4 Ib uplift at joint 4. Waiter P. Finn PE No.22639 MiTek USA, Inc. FL'Ced 6634 6904 Parka Earn Bhd, Tampa FL 33610 Date: May 2,2019 AwA G.VedlydeslgnparzmerenandREADNDTESONMSANDWCLUD£DAtBEXRFF NCEPAC WA 7a3 .1O 015BEFOREUSE Deslgnvalldforuseonyw0i NYTek®COMeCbR. Tblsdautgnlsbaeed only sponp oundem Shown, and 5faanlndrAdual biking comp roM, net - a truss system. Before use, the building designer must veriy be appliwbiltly of design parameters and p ope,ly InoOmemte tons design ids the overstl bulldingdeslgo. Bracing indicated is to prevent buekting oflodiddualtrues web andorchom members only. Additional temporary and pe,manend bracing MiTek• • Is always requind for stabildy and to proard mgapse with possible personal laer,and property damage. For general guidance regaidingfbe fabdontion, stnage,delivery, erection and bmdng oftrusses and truss systems. see ANSUFRI Quality Corona, DSB48and BCS1Bufl&rg Component 6904 Parke East BNd. Sarayfnforesaflon available hem Truss Plate InsttlMe.218 N. Lee Street,Sutla312. Alexandria, VA22314. Tampa, FL 36810 Job Tmss Truss Type 0ty Ply PALMETTO VILLAGE GARAGE T16941992 057622 JS Jack -Open 8 1 Job Reference (optional) unamoers l was. inc., Fort Pierce, rL LOADING (pst) TOLL 20.0 TOOL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SO No.3 BOTCHORD 2x4SPNo.3 .... S UBG O LV 1e 1v" I CM1 111VYiYl ' .... Eau,< o.Vo,VI CVI. ass = SPACING- 2-" CSI. DEFL. in (loci Udell Ltd Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.03 4-7 >999 360 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.07 4-7 >837 240 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 Na n/a Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.07 4-7 >1319 240 REACTIONS. (lb/size) 3=147/1ifiechanlcal, 2=30410.8-0, 4=68/Mechanical Max Ham 2=165(LC 12) Max Uplift 3=120(1_C 12), 2=187(LC 12).4=-IO(LC 12) Max Grail 3=153(LC 17), 2=304(LC 1).4=94(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 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 purling. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=170mph (3-secand gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf h=15ft; B=4511; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-11 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 nonconcumenl 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 120 lb uplift at joint 3, 187 lb uplift at joint 2 and 101b uplift at joint 4. Walter P. Finn PE No.22839 Wrak USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 31610 Date: May 2,2019 ®WARNING.VvPrydev9npeametersend READNOSES ON TIDS AND INCLUDEUMITEKREPERENCEPAGE"vi'03rw. IWJQOISBEFORE ME Design valid cruse only with MRek®oonnedors. This design b based ony upon parameters ahowm and is for an Individual bulding component, not a VYss system. Before use, the building designer must very the api lrabirdy of design Parameters and property Incoryorete this design into Me oveall buildingdesign. BracinghdicatedistopreventbuddingofhdMduatWsswebanNercboNmembemmly. Addbional temporary and permanent bracing MiTek' Is always required for stabitiy and to prevent collapse with possible personal in)uryand property damage. Forgeneal guidance regarding the fabricator, storage. delivers, erection and bmdng clauses and Was "ems. see ANSBTPIf Quality Canaria, DSB49 and east Building Componanf 6904 Parka East Blvd. Safetylnformatlnn availablefrom Tmss Plate InMhWa,218N.Lee50 Suge312,Aleundra,VA22314. Tampa, FL 36310 Job roan Truss Type 0iv Ply PALMETTO VILLAGE GARAGE T16941993 057622 J7 Jack -Open 12 1 Job Reference a tional wa nDers inuss, Inc.. von rie ce, rc 3x4 = Scale =1:19.3 Plate Offsets (XY)— f2:0-1-6 Edge) LOADING (psf) SPACING'2-0-0 CSL DEFL. in (too) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ved(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 Haz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -MP Wind(LL) 0.17 4-7 >490 240 Weight: 231b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=211/Mechanical,2=392/0-8-0,4=96/MechanimI Max Horz 2=216(LC 12) Max Uplift 3=-175(LC 12), 2=219(LC 12), 4=14(LC 12) Max Gmv 3=220(LC 17), 2=392(LC 1), 4=134(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-OA oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf, h=15ft; 13=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-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 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 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 2-0-O 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 Ib uplift at joint 2 and 14 Ib uplift at joint 4. Walter P. Finn PE Ng.22939 Mi rek USA; Inc. FL'Cod 6634 6904 Parke East BNd. Tampa FL 33610 Delta: May 2,2019 ®wANNWG•VmUy dastgnpanmmen antl READ NOTFS ON MSANDINCLUDED4 KREFE WEPAGE/A47C3r 10D.V2d16BEFOREUSE Design valld for use onNwah MBeMenonttYom. This design Is hazed onty upon pammMere 3ha m, and is for an Individual budding component, not a Wss system Before use, the building designer must verify the app@abilky Of design parameters and pmpery hcoryoWe Ns design Ntothe overall bulldingdesign. Bracing indicated is to bucsJing oflntlMdual Wss web andlor chord members Wits. AddGbnaltempararyandpennaneNbaung MiTek• prevent • Is always required for stability and W prevent collapse with possible personal injuryand property damage. FWrgenerdlguidanceregardingthe tabdration, storage,delivery, erection and bmdng of Uusaesand Wss systems, see ANSMI10uo1fy omens, DSB49 antl B=1 Building Compononf 6904 Parke East BNd. Sabylnformati amaablefmm Truss PlatolnstRO.,210N.Lea SVee,Suge312.A1exandO,VA2T114. Tampa.R sand Job loss Truss Type Div Ply PALMETTO VILLAGE GARAGE Ti6941994 057622 KJ7 Diagonal Hip Girder 4 1 Job Reference (optional) cni mbers I fuss, Inc., Fort Pierce, FL 8.240 s Dee 6 2018 MTek Industries, Inc. Thu May 2 08:05:08 2019 Scale =1:21.4 3x4 = us D 5 3x4 = 7010 9-10-1 ' 7010 I 2-9b LOADING (pail SPACING- 2-0-0 CSI. DEFL. in (too) I/deft 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 me BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Vdmd(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 60-0 oc pudins. 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/s¢e) 4=8/Mechanica1, 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 Grant 4=42(LC 6), 2=616(LC 28), 5=561(LC 28) FORCES. (lb)- Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-880/373 BOTCHORD 2-7=-457/768, 67=457(/68 WEBS 3-7=-100/401, 3-6=10081600 NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45R; L=24ft; eave=oft; 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 Pat bottom chord live load nonconcument wide 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 107 lb uplift at joint 4, 3781b uplift at joint 2 and 3301b uplift atjoint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 Ib down and 20 Ib up at 1-6-1, 100 lb down and 20 Ib up at 1-6-1, 131 Ib down and 79 lb up at 4-4-0, 131 Its, down and 79 lb up at 4-4-0, and 176 Ib down and 144 lb up at 7-1-15, and 1761b down and 1441b up at 7-1-15 on top chord, and 27 lb down and 6lb up at 1-6-1, 271b down and 6lb up at 157, 271b dawn and 131b up at 44-0,-27 lb down and 13 lb up at 4-4-0, 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 (B). LOAD CASE(S) Standard 1) Dead .+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=70, 5-8=20 Concentrated Loads (lb) 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 MTek USA, Inc FL Cod 6614 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 ®WARNING-Vedry designpaynelers and READ NOTES ON TI9SANDINCLUDEDANTEKREFERENCE PAGEafflbf 9rev. 1MMO15 BEFORE USE Design valid foruas only whin MTek® connectors. This design is based only upon parameters shown, and is foram individual Witting component, not a Wss system. Before use, the building designer muetvedy the app6rabilityaf design paameersantl pmpedy fractionate We design iW the overall building design. Bracing Minded is to prevent buckling of individual muss web andlor chord members only. Add6ianal tempor y and permanent bracing MiTek' is aW,a,,ui.d for slabilltop,eveid weapse whh passible personal injury and property damage. Forgenemlgukarderegardingire fab6w0on.aorage,deWey,emNonwdbmdngof"ssesaMbusssystems,see ANSV7P1f DuaINy CNMda,DSBd9and SCS/Building Component 6904 Parke East Blvd. SareylnformaBon available tram Truss Plate loyinse,218 N. Lee Sti Sure 312 Alexandria, VA 22314. Tampa. FL 36610 Symbols PLATE LOCATION AND ORIENTATION �IIj�IF��II1�� 3/4� " Center plate on joint unless x, y offsets are indicated. Dimensions are in it -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116 r I For 4 x 2 orientation, locate plates 0- 'lie' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 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 symbol shown and/or by textth 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/TPI1: 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) (Drawings not to sccalee) 1 2 3 TOPCHORDS 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 4A MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015 ® General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of tmss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI1rPl 1. 7. Design assumes lmsses will be suitably protected from the environment in accord with ANSI/rPI 1. B. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connectlons not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteda.