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HomeMy WebLinkAboutMITEK - ENGINEERINGLumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. 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. 66904 Parke East E3a8s1tQBllvd.. PALMETTO V11a[Rb (iModel: 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# Truss Name Date I1 1 T16941986 1 A 5/2/19 12 I T16941987 1 Al 15/2/19 I 13 T16941988 I A2 15/2/19 I 14 I T16941989 I GRA 15/2/19 I 15 IT169419901JI 15/2/19 16 IT16941991IJ3 15/2/19 I 17 T169419921J5 15/2/19 I 18 I T16941993 I J7 15/2/19 19 1T169419941KJ7 15/2/19 REVIEWED c' CODE COMF ST. LUCIE C;t BOCC SCANNED BY St. Lucie County DRAWING / SUBMITTAL RE' 'ED ❑ APPROVED AS NOTED AND RESUBMIT ❑ REJECTED 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. Architectoc 1(16.. Fort Pierce, L 34950 ,',Truss Design Engineer's Name: Finn, Walter �®®fig My license renewal date for the state of Florida is FebruaryCOPY IMPORTANT NOTE: The seal on these truss component designs is a certification thatthe engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIlrPI 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 property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. S�%P� �ER �P,ic��%i No 22839 ':D% STATE OF :40� �? .,�F;rs'ONA' .Walter P. Nnn PE No.22839 Bib Tek Usk Inc. R Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Finn, Walter Job Truss Truss Type r Oty Ply PALMETTO VILLAGE GARAGE T76941986 057622 A ATTIC 7 1 Jab Reference (optional) Gnamoers I ress, Inc., ron rlerce, rL 6.24U S Uec 6'2U15 MI I eK Industries, Inc. Thu May 2 08:06:00 2019 Page 1 4x4 = 4 Scale=1:40.7 3z5 = 3.4 = 34 = 3x4 = 3x5 = LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4'SP M 30 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES .Code FBC2017/TP12014 CS]. DEFL. in (fee) Udefl Ud PLATES GRIP TC 0.30 Ved(LL) -0.08 10-13 >999 360 MT20 2441190 BC 0.41 Ved(CT) -0.2010-13 >999 240 WE 0.26 Horz(CT) 0.05 6 n/a rda Matrix -MS Wind(LL) 0.1010-13 >999 240 Weight: 1011b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-10 oc puffins. BOT CHORD Rigid ceiling directly applied or7-1-14 oc bracing. REACTIONS. (Iblaze) 2=1109/0-8-0, 6=1109/0-8-0 Max Horz 2=-187(LC 10) Max Uplift 2=-619(LC 12); 6=-619(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ih) 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=-57211238, 6-8=-1036/1870 WEBS 4-8=-363/658, 5-8=-450/409, 4-10=-363/658, 3-10=-450/409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; 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, Extedor(2) 11-6-0 to 14-6-0, Interior(1) 14-6-0 to 24-0-11 zone;C-C for members and forces& MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 Ib uplift at joint 2 and 619 lb uplift at joint 6. SPATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. D D Wafter P. Finn PE No.22839 MiTek USA Inc: FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 2,2019 Q WARNUIG-Vavitytles/gnpardmetersenCREADNOTES ON TNISANOINCLUOEOM? KREFERANCEPAGEMX7473rev. laNa2015BEFOREUSE Design valid for use only with hips ® connectors. This design Is based only upon parameters shown, and Ls for on Individual building component. not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall bulidingdoagn.&acing Indicated Is to prevent buckling of Individual trum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for sfatalty and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of misses and truss systems, seeANST/IPII Cu C1@eda, DSB89 and BCSI BWtllrp Component 6904 Parke East li Safely Informalblwoilable from Two Plate Institute, 219Nrkee6heet5uite 312, Alexantlria. VA 22 14. Tampa, FL W610 — Truss Tmss Type Dry Ply PALMETTO VILLAGE GARAGE rQo5b T1fi941987 7622 Al Hip 2 1 Job Reference (optional) t.namae.. truss, Mc., rua rierae, , a.-wU s Uec a m la m1I eK industries, me. I nu may L ua:ub:U1 LUI V race 1 4x4 = 4x4 = 4 5 Scale = 1:41.4 17 3x5 = 2x3 II 3x6 = 3x4 = 3x4 = 2x3 II 3.5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vell -0.09 13-16 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.23 13-16 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.31 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.15 13-16 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD 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(LC 12), 7=-619(LC. 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1987/1235, 3-4=-1437/1027, 4-5=-1265/969, 5-fi=-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 PLATES GRIP MT20 244/190 Weight: 1091b FT=20% Structural wood sheathing directly applied or 4-7-10 oc pudins. Rigid ceiling directly applied or 6-11-6 oc bracing. t NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpk0.18; MW FRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, Interior(1) 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 tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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. 6pProvide mechanical connection (by others) of truss to bearing plate capable of withstanding 6191b uplift at joint 2 and 619 lb uplift at joint 7. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 AWARNING -Verity designpaametersendREADMOMS ONMISANDWCLUDEDMIIEKREFERANCEFAGEM6)479rev.1DT32015BEFOREUSE. Design valld for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not a truss system. Before use, the building designer must verify me applicability of design parameters antl properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual no web and/or chord members only.. Addiflonal temporary and permanent bracing MOW Is always required for stability and to prevent collapse with posy le personal Injury and property damage, For general guidance regal Me fabrimflon, storage. delivery. erection and bracing of trusses and truss systems. seeANSVWIT Quality CIBna. DSB49 and SCSI Bidding Component 69M Parke East Blvd. Safety fefermatarr ivoilable from Truss Plote ps%tax 21&N: Lea Street,, SnBe 312. Alexandra VA 22314. Tampa,i-6-B361U---- - -- Job Truss Truss Type GARAGET16941988 �P'YPALRMETmOLAGE Q57622 A2 Hip o optional) Chambers Tmss, Inc., Fort Pierce, FL 8.240 s Dee 6 2018 MiTek Industries, Inc. 2 08:06:03 2019 Paget d 4x6 = 46 = 4 20 21 5 Scale = 1:41.1 4x4 = 3x4 = 3x6 3x4 = 4x4= 9-0-0 5-o-o 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (foe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip 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) -0.3711-14 >736 240 SCLL 0.0 ' Rep Stress [net YES W B 0.17 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.1711-14 >999 240 Weight: 971b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 214 SP M 30 BOT CHORD 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. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ito) 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 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 Structural wood sheathing directly applied or 4-9-4 oc pudins. Rigid ceiling directly applied or 6-7-13 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-11 to 1-11-5, Intenor(1) 1-11-5 to 9-0-O. Extedor(2) 9-0-0 to 13-2-16, Intedor(1) 13-2-15 to 14-0-0, Extenor(2) 14-0-.0 to 18-2-15, Interior(l) 18-2-15 to 24-0-11 zone;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6191b uplift at joint 2 and 6191b uplift at joint 7. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6fi34 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Q WARNING - Verify Ees/gn PeremeleraanCRE4DN0TES ONTHWMDINCLUDWMHEKREFERANCEPAGEMM174M4 v. 1dD320156EF0REU5E Design valid far use onlywith MpeWconneotors. this design Is bossed orgy upon parameters flown, and is for on Individual building component, not a buss system. Before use, Me building designer must verify the opplicobalty of design parameters and properly Incorporate this design Into Me overall bulldingdeslgn. &acing Indicated is to prevent buckling otIndividual Mussweband/or chord members only, Addinonoltempororyondpennanentbracing MiTek' Is always required for stability and to prevent collapse with posabie personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, seeANSVIPII ritually CMedo, DSB-89 and BC51 Building Component 69N Parke East Blvd. 6a/Nyln/ommibrwalloblefremtnissflale Intlfute:218N-Leo Street Suite 312, Alexandria, VA 22314. mPar6LL-33610 - Truss - Truss Type 0ty Ply PALMETTO VILLAGE GARAGE �GRA T76941989 �o_b 57622 Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240a Dec 62018 MiTek Industries, Inc. Thu May 2 08:06:042019 Page 1 ID:4b7WjJiEx9Eo5ikajSUVXUzPBJn-OBdOLNTbCRspa VclHioVzOFCPeygMEEuORPMzKbl1 -1.0-0 3-9-14 ]-0-0 11-6-0 ifi-0.0 19-2-2 23-0-0 240-0 1-0-0. 3-9-14 3-2-2 4.6-0 ~ 4.6-0 3-2-2 3-9-14 Scale=1:41.1 5.13 MT18HS = zx3 II 16 174 18 19 5xe MT1 BHS = 91O 3.10 II axo - 3.8 = 3x10 II 16-0-0 22 I 23000 46-0 I 392 3-41039 70 4-4 Plate Offsets (X,)O-- (2:0-4-0,0-1-141, [3:0-5-4,0-2-41, [5:0-5-4,0-2-41, [6:0-4-0,0-1-141 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.29 9 >950 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.38 9 >719 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 119 lb 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 Horz 2=120(LC 7) Max Uplift 2= 1421(LC 8). 6=-1421(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (I o) 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=-446/935 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcti ent 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 lb uplift at joint 2 and 1421 He uplift at joint 6. 8) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 327 lb down and 371 Ito up at 7-0-0, 198 lb down and 204lb up at 9-0-12, 198 Ib down and 204lb up at 11-0-12, 198 lb down and 2041b up at 11-114, and 198 lb down and 2041b up at 13-11-4, and 3271b down and 371 Ito up at 16-0-0 on top chord, and 606 Ito down and 392 lb up at 7-0-0, 941b down and 34.Ib up at 9-0-12, 941b down and 341b up at 11-0-12, 941b down and 34 Ib up at 1 i-11-4, and 941b down and 34 Ib up at 13-11-4, and 606lb 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 (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Walter P. Finn PE No.22639 MTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33810 Date: May 2,2019 AWARNNG-Verily CesignparametemanCREAD NOTES ON MIS AND NCLUDED MDEKREFERANCE PAGE MIPW3 my l4Wa915SEFOREUSE Design valid for use only Wuh M6ek6 connectors. This design Is based only upm on paraetersshown, and isfor an Intlividual building component, not a truss system. Before use, the building designer must verily the applicablLty of design parameters and properly hcoiporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual cuss web and/ar chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding he fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeAN9/rpll Quarry Cdfedo, DS049 and 301 Balding Component 6904 Pake East BNd. Safely Inlemlalbrnvallablafrom4mssi lateimctute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14. -Tampa, FL-33610 Jab Truss Truss Type Cry Ply PALMETTO VILLAGE GARAGE T76941989 057622 GRA Hip Girder 2 1 Job Reference (optional) truss, Inc., Port Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 Page 2 ID:4b7 WjJiEx9Eo5ikaj5UVXUZPBJn-08dDLNzbCRspamVclHiDVzOFCP8ygMEEuORPMzKbl1 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-141(B) 5=-141(B) 10=-76(B) 11=-606(B) 8=-606(B) 16=-141(B) 17=-141(B) 18=-141(B) 19=-141 (B) 20=-76(B) 21=-76(B) 22=-76(B) O WARNING-VedlydeslgePatemele..dREAD NOTES ON MOANDMCLUDEDmRKREFERANCEPAGEMIF74ZD®V. 1DD34D189EFOREUSE. Design valid for use only with MBeloirconnectors. This design A based only upon parametersShawn. and Is for on Individual building component, not a loss system. Before use, the building designer must verity the applicability, of design parameters and properly Incorporate thisdesign Into Me overall building design. Bracing Indicated b to prevent bucNing of Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of losses and Muss systems, saoANSVrPII Quality CRrrda, DSB-69 and BCSI Buldi ng Cempanont 6904 Pate East Blvd. Safellb orma8onovoioble from Truss Plate lnstifute,218 N. Lee Sheet Suite 31Z Alexandria. VA 22314. — - Tampa, FL 33610 Job Truss Truss Type City Ply=IULAGEGARAGET76941990 057622 J1 Jack -Open 8 (optioned) Chambers Truss, Inc., Fort Pierce, FL 8,240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:05 2019 Page 1 IDi4b7 WjJi Ex8E0SikajSUVXUZPBJn-sLBbZj_Dzl-gCw4pr_E11 AYaNpbUPCKOSY77yozKblO -1-0-0 1-0-0 1.0-0 1-a0 3x4 = Scale =1:6.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Urd 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 Ven(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=8/Mechanical, 2=158/0-8-0, 4=-3/Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-6(LC 9), 2=-161(LC 12), 4=-3(LC 1) Max Gmv 3=11(LC 17), 2=158(LC 1), 4=22(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonco rcurrent 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 6lb uplift at joint 3, 161 Ib uplift at joint 2 and 3 Ib uplift at joint 4. Walter P. Finn FE NII22839 MiTek USA, Inc. FL Cent 663E 6904 Parke East Blvd. Tampa FL 3381D Date: May 2,2019 A WARNING -Vanity designparametem and READ NOTES ON THIS AND MCLUOEO MMEKREFERANCE PAGE M67473 rev. 10=2015 BEFORE USE Design valid for use only with Maekleconnectors. Tne design Is based only upon parameters shown. and Is for on Indlvldual building component, not a truss system. Before use. the building designer must verify the applicobllity of tleslgn parameters and properly Incorporate the tleslgn Into the overall building tleslgn. Bracing Indicated is to prevent buckling of lndNlduai muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pomble personal Injury and property damage. For general guidance iegording me fabrication, storage: delivery, erection and bracing of musses and muss systems seeANSVIPII Quality Cmado, DS349 and BCSI BuStlk1D Component 69N Palle East Bind. r h msfomiat carawmable from Truss plate InsHMe. 218 N. Leo Street Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Qty Ply PALMETTO VILLAGE GARAGE [Q57622 T76941991 J3 Jack -Open 8 1 Job Reference (optional) cnamners I toss, Inc., ror[ rierce, rt a.Lnll s uec a Luln rvll I ex moustnes, me. I nu may L ua:ua:ua Cuiv rage t ID:4b?W1JiEx9EoSikaiSUVXUzPBJr KYJ=3?636Xp3f?PIIGa0517Du68faXhDtYUFzKbl? 3-0.0 t-0-0 3-0.0 Scale = 1:10.8 3x4 = 3-0-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud 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 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: 111b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SO No.3 REACTIONS. (Ib/size) 3=81/Mechanical, 2=219/0-8-0, 4=36/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. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f ; B=458; L=24h; eave=4N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2) -1-0-1 l to 1-11-5, Interior(l) 1-11-5 to 2-11 4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to.girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift at joint 3, 1591b uplift at joint 2 and 4 Its uplift at joint 4. Walter P. Finn PE No.22839 all USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 A WARMING-Vedydeslgn Mrsmeterssnd READ NOTES ON TN/SANBINCLUBEDMREKREFENANCEPAGEMO74YJrev. 1004Q01a BEFORE USE Design vaild for use any wilh MTelrG connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the bullding designer must verify the appllcablltiy of design parameters and properly Incorporate this design Into the overall bulldingdeslgn. Bracing Indicated Is to prevent buckling of individual t ssweband/or chord members only. Additional temporary and permanent bracing �- MiTek' b alwOys required for stability and to prevent collapse anth possible personal injury and property damage. For general guidance regarding the fobOcgt[on. storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1P71 Quality Criteria, OS049 and BC31 Building Cemponrrnt 6904 Parke East Blvd. —SafNyanfemsalbmvolobla from Truss Rate lnaltute, 218 N. Lee Street Suite 312, Ale.antlnlou VA 22314, - Tempo, FL W610 TruTruss Type Oty Ply PALMETTO VILLAGE GARAGET76941992 r,ob 7622 J5 Jack -Open 8 1 Job Reference (optional) o.cru> Ueu o cu io nn i eA maum"es, no. i nu may z ue:uo:ur zu is Scale=1:14.9 3.4 = s-0-o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) -0.03 4-7 >999 360 MT20 244/190 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 HOrz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Wind(LL) 0.07 4-7 >819 240 Weight: 17 lb FT=20% LUMBER- .BRACING - TOP CHORD 2x4 SPNo.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=147/Mechanical, 2=304/0-8-0, 4=68/Mechanioal 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. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Extedor(2)-4-0-11 to 1-11-5, Intenor(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.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 120 Ito uplift at joint 3, 187 Ib uplift at joint 2 and 10 Ito uplift at joint 4. Walter P. Finn PE No.22839 MTek USA Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 --�J Truss Truss Type OtY Ply PALMETTO VILLAGE GARAGE FJob T16941993 J7 Jack -Open 12 1 Job Reference (optional) I 3x4 — u iuoseies, n¢. , nu may z uo:uo:ui zula rage a ID:4b? WjJi Ex9Eo5ikajSUVXUzPBJn-ojJL_POTUMEORDEBzPGV6berwcBCt6ghwsc50hzKhl_ Scale=1:19.3 Plate Offsets (X,Y)-- f2:0-1-6,Edge1 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud 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 Incr YES WB 0:00 Horz(CT) -0.00 3 Na We BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(-L) 0.17 4-7 >490 240 Weight: 23lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 GOT CHORD 2x4'SP M 30 REACTIONS. (Ib/size) 3=211/Mechanical, 2=392/0.8-0, 4=96/Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-175(LC 12), 2=-219(LC 12), 4=-14(LC 12) Max Grav 3=220(LC 17), 2=392(LC 1), 4=134(LC 3) FORCES. (lb) - Male CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=4511; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, Intedor(1) 1-11-5 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and 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 lb uplift at joint 3, 219 Ito uplift at joint 2 and 14 Ib uplift at joint 4. Walter P. Finn PE No32839 NRek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: May 2,2019 ,&WARNING-VerDy Eesimparemefers AOa READ NOTES ON MMANDINCLUDWD KREFERANCEPAGEMX74n3r .. faVa42015BEFOREUSE Design valid for use only with Mnek® connectors. Me design is based only upon parameters shown, and Is for an Individual building component, net a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overoll building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pennonent bracing Is always required for stobtity and to prevent collapse with possi personal injury and property damage. For general guidance regarding the fablooBon, storage, delivery, erection and bracing of trusses and truss systems. seeANSVDII Qua y Cafeao. DSB49 and BCSI Building Component IntemsaBpnovailable from Truss Rate Institute. 218 N. Lee Sheet; Suite 312. MiTek' 69M Palle East Blvd.Safety Tampa, FL 33610 City Ply PALMETTO VILLAGE GARAGE ;Job �Trms �T-ssT.yp.e. T16941994 Girder 4 1 Jab Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:08 2019 Page 1 ID:4b?WjJiEx8Eo5ikajSUVXUzPBJn-HvAkB105FgMF3NpOX7nkfpA320YGcV2g9W MfX7zKbkz -1-5-0 7-0.10 9.10.1 1-5-0 7-0.10 2-9.6 Scale = 1:21.4 3x4 = % J 11 5 3x4 = 7-0-10 940-1 7-0-10 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 7-10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.35 Vert(CT) -0.13 7-10 >871 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=8/Mechanical, 2=609/0-10-15, 5=559/Mechanical Max Horz 2=214(LC 8) Max Uplift 4=-107(LC 24), 2=-378(LC 8), 5=-330(LC 8) Max Grav 4=42(LC 6), 2=616(LC28), 5=561(LC 28) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-880/373 BOTCHORD 2-7=-457/768, 6-7=-4571768 WEBS 3-7=-100/401, 3-6=-1008/600 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opst h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 In up at 1-6-1, 100 lb down and 20 lb up at 1-6-1. 131 Ib down and 79lb up at 4-4-0, 131 lb down and 791b up at 4-4-0, and 176lb down and 1441b up at 7-1-15, and 176 lb down and 144 lb up at 7-1-15 on top chord, and 27 Ib down and 61b up at 1-6-1, 27lb down and 6 lb up at 1-6-1, 27lb down and 13 lb up at 4-4-0, 27lb down and 13 Ib up at 4-4-0. and 52 lb down and 25 lb up at 7-1-15, and 52 lb down and 25 Ib 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 CASES) 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 (Ib) Vert: 3= 95(F=-48, B=-48)7=-79(F=-40, B=40) 14=-20(F=-10, B=-10) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 A WANNWO-Verify EeWgnPramefemand NEADNOTES ON IN/SANDINCLUDEDMREKNEFEBANCEPAGEMIF74mmv. 1WaYlg75HEF08EU5E Design valid for use only with M79M connectors. fill design Is based only upon parameters shown, and Is for on IndNidual building component, not a truss system. Before use, Me building all most verify the appllcabllity, of design parameters and properly Incorporate mis design into Me overall buildhgdeslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanembrocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss system£ seakfi 1P11 Quo Citir DS149 and SMI Building Component 6904 Parke East Blvd. Solely Informa8on aflabie from Truss Plate Irobi e. 218 N. use Street-Bate312, Alexantlrlo.-VA2z^3T4- Tampa, FL M610 Symbols PLATE LOCATION AND ORIENTATION 137" Center plate on joint unless x, y a offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 �71dr For 4 x 2 orientation, locate Numbering System II— 6-4488 1I dimensions shown In ft-In-sixteenths I I (Drawings not to scale) 1 2 3 TOP CHORDS a-2 c2a Qwidetruss 0 qzv 0 U oy Oz a_ .0 (� 0- Z A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing. Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For 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 cr-s co- cse BOTTOM CHORDS plates 0 1/0 from outside all other interested parties, edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at join} required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO Iocatlons are regulated by ANSI/rPl 1. ' connector plates. - THE LEFT. 7. Design assumes Trusses will be suitably protected from Plate n details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software oOr r Upon rBQUBSt. r NUMBERS/LETTERS. 8. Unless Otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension Is the plate width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension Is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11. Plate type, size, orientation and location dimensions • indicated are minimum plating requirements. LATERAL BRACING LOCATION 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text In the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at Output. Use T Or I bracing spacing indicated on design. If indicated, Lumber design values are in accordance with ANSIIrPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling Is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown Is for crushing only. ��� 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19. Review all portions of this design (front back. words Plate. Connected Wood Truss Construction. and pictures) before use. Reviewingpictures alone Is not sufficlent. DSB-89: Design Standard for Bracing. ® BCSI: Building Component Safety Information, M 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, ITV ANSI/TPI I Quoin criteria. Installing & Bracing of Metal Plate - Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 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: T6904 Parke East Blvd. Customer Info: GRANDE CONSTRUCTION OF FL Project Name: PALMETTO VILLATaGAKACV U6del: 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 Coder FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. ISeal# Truss Name I Date 1 IT16941986 JA 5/2/19 12 IT16941987 IA1 15/2/19 13 IT16941988 IA2 15/2/19 14 IT16941989 IGRA 5/2/19 15 IT16941990 IJ1 I5/2/19 16 IT16941991 IJ3 15/2/19 17 IT16941992 I J5 15/2/19 IS I T16941993 J7 1512/19 I9 T16941994 KJ7 15/2/19 SCANNED BY St. Lucie County The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(s) identified and that the designs comply with ANSI/TPI 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 ANSI/TPI 1, Chapter 2. C E N No 22839 _ 0: IZ O: STATE OF :IJJ '•,��SS,��NA� E�C��. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 2,2019 Finn, Walter I of I Job Truss Truss Type Qry Ply PALMETTO VILLAGE GARAGE T16941986 Q57622 A ATTIC 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4x4 = 8.240 s Dec 62018 M17ek Industries, Inc. Thu May Scale=1:40.7 id US = 3x4 = 3x6 = 3x4 = 3x5 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 C51. TC 0.30 BC 0.41 WB 0.26 Matrix -MS DEFL. Ved(LL) Vert(CT) Hom(CT) Wnd(LL) in (loc) Udeft L/d -0.08 10-13 >999 360 -0.2010-13 >999 240 0.05 6 n/a file 0.10 10-13 >999 240 PLATES GRIP MT20 244/190 Weight: 1011b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-10-10 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid railing directly applied or 7-1-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/080, 6=1109/0-8-0 Max Horz 2=187(LC 10) Max Uplift 2=619(LC 12), 6=-619(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/1238, 34=1833/1157, 4-5=1833/1157, 5-6=2068/1238 BOT CHORD 2-10=-1008/1870, 8-10=572/1238, 6-8=-1036/1870 WEBS 4-8=363/658, 5-8=-450/409, 4-10=363/658, 3-10=-450/409 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasil= 1 32mph; TCDL=4.2psf; BCDL=3.0psf; h=1511; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, Interior(1) 1-115 to 11-6-0, Extedor(2) 11-6-0 to 14-6-0, Interior(1) 14-6-0 to 24-0-11 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps( 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 6191b uplift at joint 2 and 619 lb uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22939 M'rok USA, Inc. FL Cod 6034 6904 Parke East Blvd. Tampa FL 33910 Oat.: May 2,2019 ®WARMNG-Vedy de.Ugn parsnrerwrs and READ NOTES ONT/tlSANDIHCLBDEDMIrEKREFERENCE PAGEM19L7473n,, 1p/WRp15BEFOBE USE Design valid foruse only wiN MTekm connectors. This design Is based only upon parameters shown, and Is bran individual building component, not a truss system. Before use, Me building designer must verWhe apputablliy of design parameters and parody In=moats this design Into Me overall builmingdeslgn. Bracing indicated is to prevent bucking of indMdual buss web andlor tlNom members only. Additional tempomry and permanent bracing MiTek' Is always required for stability and to prevent=goose won passible personal injury=d property damage. For general andante regaining the fabdca9on.storage, delivery, erection and bmCng ofbusses and Wss systems, see ANSIVIPlf Duality Colette, DSB49 and BCS1 Building Component 6904 Parke East Blvd. Sareylnfurrnadon available from Teas Plate Institute, 218 N. Lee Street, SuAe312. Alexandria, VA22314. Tampa, FL 36510 Job Truss Truss Type Oty Ply GARAGE Ti6941987 Q57622 Al Hip 2 1 �PALMETTOVILLAGS Job Reference (optional) unamoers buss, no., eon vierce, FL 4x4 = 4x4 = 4 5 MZ4tt s Use dzdlbrwn eK Industries, me. inu May 2 dd:Ob:u12U1y Scale=1:41A 3x5 = 2x3 11 3x6 3x4 = 3x4 = as 11 US = 13111 12-01-12 23-0-07-0 I _,in 112 1 7- Plate Offsets (X Y)— (2:0-0-2 Edge]17:0-0-2 Edge) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.40 Ven(LL) -0.09 13-16 >999 360 MT20 2441190 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 rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS WincILL) 0.1513-16 >999 240 Weight: 1091In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-7-10 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-116 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. (lb) -Max. COmP/Maz. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1987/1235, 3-4=1437/1027, 4.5=1265/969, 56=1437/1027, 6-7=1987/1235 BOT CHORD 2-13=-989/1757, 11-13=-989/1757, 10-11=61211265, 9-00=-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; Vufl=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extenor(2)-1-0-11 to 1-11-5, Intenor(1) 1-11-5 to 11-0-0, EMenor(2) 11-0-0 to 16-2-15. Imedor(l) 16-2-15 to 24-D-11 zune;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 _ 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chard 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. 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, Ina FCCed 6634 6904 Parke East Blvd. Tampa FL 33910 Date: May 2,2019 ®WAaMles- wedrydesignpavareatere endNEAO NOTES ON rHlSAND1MMWEDMr EKNEFEBENCE PAGE M19F70]rev. 10,1734015BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, me building designer must verify Me appal of design parameters and properly Incorporate this design intothe overall buildingdeegn. BracNg Indicated is to prevent Worrmg of individual Was web andrarelmrd members only. Adddionaltempomryandpareanernbradng MiTek' is allays required for stabill and to preveM bell with possible personal Njuryand property damage. For general guidance regarding Me indexation. stands, delivery, erection and bracing Windless and truss systems, see ANSVTRI Quality CMeda, DSB.a9 and BCSl Building Component legal Parke East Blvd. Saleylnembre4dn available ham Truss Plate Institute, 21a N. Lee Sheet, Suite 312, Assemble, VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply PALMETTO VILLAGE GARAGE T16941988 057622 A2 Hip 2 1 Job Reference (optional) Chambers truss, Inc., FOR nerve, FL 8.240 s Dec 62018 MiTek Industries, Inc Thu May 2 08:06:03 2019 Pagel ID:4b?W,JiEx9EoSikajSUVXUzPBJn-wy3r62zyR8jyymQkaBZyITDs?ovxGFS?Eeu Kbl2 1-0.0 54112 941 0 140-U 173-0 23-0-0 1-0-0 I 5A-12 3J-0 S-O-0 I 334 I 54 12 F7 4x8 = 44 = 20 21 5 Scale =1:41A �a 4x4 = 3x4 = M = 3x4 = 4x4 = 9-0O 5-0-0 9-0-0 LOADING (psf) SPACING. 2-D-0 CSI. DEFL. in ([so) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.20 11-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.37 11-14 >736 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Hom(CT) 0.05 7 Na We BCDL 10.0 Code FBC2017lrP12014 Matnx-MS Wnd(LL) 0.17 11-14 >999 240 Weight: 97 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/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. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2047/1420, 3-4=-1728/1193, 4-5=-1566/1148, 5-6=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 Structural wood sheathing directly applied or 4-9-4 no purlins. Rigid ceiling directly applied or 6-7-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf, 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. Intedor(1) 1-11-5 to 9-0-0, Exterior(2) 9-0-0 to 13.2-15, Interior(1) 13-2-15 to 1400. Extenor(2) 14-13-0 to 18-2-15, Interior(1) 18-2-15 to 24.0-11 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 = 10.Opsf. 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. Walter P. Finn PE No.22839 hlTak USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 ® WARNING. Vereirdesignparamefers and READ NOTES ON FhsSANDINCLVDEDMmEKREFERENCE PAGE MIA7472rev. 1eM220fSBEFORE USE Design valid for use onyw4h MITeWconnemom. This design is based only upon parameters shown, and Is for an individual building compenem, no, a truss system Belore use, the building designer must wardthe applicabllay of design parameters and properly incorporate this design he the overall buildingdesign. Bracing Indicated is to prevent backing ofindividual truss web androrchord members only. AddOionaltempormyand permanent bracing MITek* is always required for stability and to prevent ocapse with possible personal injury and property damage. For general guidance regarding she fabricator.storage,server,erection and bracing oftrusses and truss systems. see AN3U7Plf Quality efforts, DSB-09 and SCSI Building Component 8904 Pa Re said Blvd. Safetylnformsfion available from Truss Plate InsNute, 218 N. Lee Street, Suge312, Alexandra, VA 22314. Tampa. FL 36610 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE T16941989 Q57622 GRA Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL Sx8 MT18HS = 8.240 s Dec 6 2018 MT Industries, Inc. Thu 2x3 II 5x8MT18HS = 16 17 4 18 19 5 '�� 3x10 II — 3x8 = 3.10 II 2 08:06:04 2019 Scale=1i41.1 3-&14 -0-0 7 11L-0 16-0-0 19-2-2 23-0-0 3-E I 3-2-2 41 48 I IS 3-9-14 Plate Offsets (X,Y)— 12:0-4-0,D-1-141, (3:0-5-4,0-2-41,15:0-5-4,0-2-41, 16:0-4-0,0-1-141 LOADING (psp SPACING- 2-0-0 CST. DEFL, in (loc) Vital Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.29 9 >950 240 MT20 2441190 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 ]nor NO WB 0.37 HoR(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 119 Us 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=228910-8-0, 6=228910-8-0 Max Horz 2=120(LC 7) Max Uplift 2=-1421(LC 8).6=1421(1_C 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=-046/936, 3-9=595/964, 4-9=763/619, 5-9=596/965, 5-8=446/935 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or B-1-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; B=45ft; L=24n; 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 otherwise 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1421 Ib uplift at joint 2 and 1421 Ib uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support conoentmted load(s) 327 Ib down and 371 Ib up at 7-0-0, 198 Us dawn and 204 lb up at 9-0-12. 198 Ib down and 204 Is up at 11-0-12, 198 lb down and 204 Ib up at 11-11-4, and 198 Ib down and 204 Ib up at 13-11-4, and 327 Ib down and 371 Ib up at 16-0-0 on top chord, and 606 Ib down and 392 Ib up at 7-0-0. 94 lb dawn and 34 Us up at 9-0-12, 94 Tit down and 34 Its up at 11-0-12, 94 lb down and 34 Ib up at 11-11-4, and 94 lb down and 34 Its up at 13-11-0, and 606 lb down and 392, To up at 15-11-4 on bottom chord. The designtselection 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 (pip Vert : 1-3=70, 3-5=70, 5-7=70, 2-6=20 Walter P. Finn PE No22839 MTek USA, Inc. FL Can 66111 69U Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARWNG- Vedrydesignparemeters and READ NOTES ON TNISANDINCLIDED sa rEKREFERDICEPAGERP7413rev. 10&.17015BEFORE USE Design valid for use only with MTek® cgnneaors. This design is based only upon parameters shown, and Is for an individual building component, not a miss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall buildelgdesigp. Badng indicated isto prevent buckling oflndividualbuss web and/or chord members only. Additional tempomry and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal injury antl property damage. Forgenemlguidanceregardingthe fabrication. storage, delivery erection and bating oftasses and lass systems, see ANSgr%10ualify Cbmada, DS"9 and SCSI Building component 690d Parke East Blvd. Safeylatennation awslablefmm Truss Platelnstkute,218 N. Lee Street, 5ude312.Alexandda.VAP2314. Tampa, FL scalp Jab ss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941989 [GMR 057622 A Hip Girder 2 1 Job Reference (option Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MTek Industries, Inc Thu May 2 08:06:04 2019 Page 2 ID:4b9WIJia9EoSikejSUV%UzPBJn-08dDLNz CRspamVclHioVzOFCP8_ggMEEuORPMzKbi1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-141(B) 5=141(B) 10=-76(B) 11=606(B) 8=606(8) 16=141(B) 17=-141(B) 18=141(B) 19=141(B) 20=-76(B) 21=-76(B) 22=76(13) ®WABMNG-VenlydeslgnWnmereve and READ NOTES ON TNISANGINCLUDEDS KB EBENCEPAGEMI7473rev- 1"=015BEFOBE USE. Design valid far use only VM Mnelt® corrections. This design is based only upon parameters shown, and is for an individual belong component, not a truss system. Before use, the building designer must vary the applicability of design parameters and properly ineur,0n to This design intothe overall buildingdesign. BracNgindicatedistopreventbucelingofindividualtrusswebandlorchordmembersonly. Addrtonaltempomryandp arianeatbnacing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery,eredion and bradng ofemoses and Cruse systems. we ANSUTPU Duality caueda, DS"9 andBCSI Building Component 6904 Parke East BIM. Sareyleformaflon avamble from Truss Plate IndOute, 218 N. Lee Street, 6utle312, Aleveadda, VA 22314. Tampa, FL 36610 Job Truss Truss Type y Ply PALMETTO VILLAGE GARAGE T16941990 Q57622 it Jack -Open Ta 1 Job Reference (optional) aZ9u s uec a tula MI I eK Industries, Inc. I nil May 2 ud:u6Ub Zulu vage 1 EoSikajSUVXUzPBJn-SLBbZjj_Dzl_gCw4pr E11AYaNpbUPCKOSY77yozKblO 3x4 = LOADING (pso SPACING- 2-0-0 Cat. DEFL. in (too) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.00 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 run n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wmd(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=8/Mechanical,2=158/03-0,4=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=1l(LC 17). 2=158(LC 1).4=22(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. Sale=1:6.5 PLATES GRIP MT20 2441190 Weight: 5111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; S=45ft; L=2411; eave=4ft; Cat. II; Fan C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6lb uplift at joint 3, 161111 uplift at joint 2 and 3 lb uplift at joint 4. Walter P. Finn PE No.22839 MTak USA, Inb. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: May 2,2019 ®WARNING.Verirydes panmerersandRHOT£SONMSANDINUUD£DWMKREFERENCEPAGEMb7Mrev.10 OISBEFON ME Deign valid br use only with MBeM connectors. This design Is based only upon pammelers shown, add is for an individual building amponent, not share system. Before use, the building designer must wdy the approMigby of design parameters and pmpedy inoarparare this design into the overall buildingdeslgn. Bmctag Indicated is to prevent buckling oflndividual truss web andfo-chord members any. Additionaltempox,rempermaneattinew, MiTek' Is always required for subtly and to prevent coupes wM possible personal injuryand property damage. For general guidanceregarding the fabriwwn.storage, delivery, erection and bracing ottmsees and buss systems. we ANSV7PII Quality Crustal, DSB49 and BCSI Building Component 6904 Padre East BW. Saferylnrmmation available from Truss Plate institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL scot Job ruse Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941991 057622 J3 Jack -Open 8 1 Job Reference o tional Granters Tmos, Ina, Fort Pierce, FL 8.240 s Dec 62018 MTek Industries, Inc. Thu May 2 08:06:06 2019 Page 1 ID:4b7 WIJiFs9EoSikajSUVXUzPBJn-KXIzm37rj36Xp317PIIGaO5l7Du5BfaXhDtYUFzlmi7 0.0 3-0-0 100 I 3-0-0 Scale =11D.a 3x4 = LOADING (psQ SPACING- 2-0.0 CS'. DEFL, in (loc) Udell L/d 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 SC 0.20 Vert(CT) -0.01 4.7 -999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Wind(ILL) 0.01 4.7 >999 240 Weight: 111b FT=20% LUMBER - TOP CHORD 2x4 Ste No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/Mechanical, 2=21910-8-0, 4=38/Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-63(LC 12), 2=159(1-C 12), 4=-4(LC 9) Max Gmv 3=85(LC 17). 2=219(LC 1). 4=54(LC 3) FORCES. (lb) -Meet. CDmplMax.Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES. 1) 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, Inledor(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 nonwnwrtent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 631b uplift at joint 3, 1591b uplift at joint 2 and 4 lb uplift atjoint 4. Walter P. Finn PE No.22849 %7ek USA, Inc. FL Codfi014 6904 Parke East BIVIL Tampa FL =Salo Oat.: May 2,2019 ®WARMNG-Vgftdesignpamme andREADN07ESONTMSANDINCLUDEDMITEKREFERENCEPAGEMh2473m.f==0150EFOREME. Design use h MTek connectors. m skawn, antl Ie (Gran IMiNtlual Watling na le basetl only upon pgn Bel n Into meni systefor to W ss system. Beraci use, the building the applicability Para and property Incorporate re use, ust erry t Into me overall design chrrd! mere budding fl tempohis rary and permaner4 eradng to prevent budding althesb edsto prevent bWtlaays Wonal andandpfor artlmy MiTek' requi.emdngintlican0lo Isalwaysreguiretl,delfor llvd,lity and to withl possible personal damag.For general guidance regarding property damage. collapse with posndtuas andB me s,seentl Fahey Col ns,D Ba89 faedcatlogstarfamativxry,ereGn ands ci systems, ANS(/rPli DuellyCrlfeda,OS&99and BCSl Building Component tlro East Blvd. litoo.1antlee Stmetems,see Truesbmdng SeferylnrormMlOn availaOle tram Truss Plate Insldule, 210 N. Lee Street, Suite Jt2, Nexantlfia, VA 22314. Trace ampa, Tampa, FL 36610 Job toss Truss Type Oly Ply PALMETTO VILLAGE GARAGE T76941992 057622 J5 Jack -Open e 1 Job Reference o tional a.cru s ueu o m Idoor l en lncusmes, Inc, i nu may 4 uo:w:ut dune, 3x4 = LOADING (pst) SPACING. 2-0-0 CSL DEFL. in (too) Mdefl L/d TOLL 20.0 Plate Gap DOL 1.25 TO 0.85 Vart(LL) -0.03 4-7 >999 360 TOOL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.07 4-7 >837 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matax-MP Wnd(LL) 0.07 4-7 >819 240 LUMBER. TOP CHORD 2x4 SP NG.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 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 Grav 3=153(LC 17), 2=304(LC 1). 4=94(LC 3) FORCES. (Ib)-Max. CompdMax.Ten.-Allforces 250(lb) Or less except when shown. Scale-1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or I G-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=151t; 13=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-G-11 to 1.11-5, Inteaar(1) 1-11-5 to 4.11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate gap 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 12D lb uplift at joint 3, 187 lb uplift at joint 2 and 10 @ uplift at joint 4. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cod 6634 6904 Parka East Blvd Tampa FL 33610 Data. May 2,2019 ®WARMNG-V.IfydeslgnparunetenendREADNOMS ON MS MDINCLUDEDM1 KNEFEFENCEPAGSM97473m. 140=15BEFOREUSE Desigovalid Mruse only Wi h Mrrek®connectme. This design is based only upon parameters shown, and Is foram indis4eual building component net strusssystem.Be(oreuse,the building designer must very the applisibildyo/design parameters and properlyincorporatethisdesignintoMeav roll building design. Grading indicated is to provers trucking ndMduat cking of llmse web andfor chardMembers omy. AcidNonal temporary and permanent trading MiTek' Is always re9u6ed for stability and to prevent collapse with possible personal injwyand property damage. Forgenerdguidancere9andingthe fabrication, storage, delivery, erection and bating of trusses and truss systems, see ANSIMPH Duality Cmedo, DSad9 and SCSI Building Component 6904 Palle East Bind. Safetylnfmmadon avagable"thrmss Platetnaliude, 218N. Lea Stmet.Sufte312,9exandria, VA22314. Tampa,a 3WI0 Job Truss Truss Type Oy Ply PALMETTO VILLAGE GARAGE T169413 99 057622 J7 Jack -Open 12 1 Job Reference o tional Chambers Truss, Inc., Fart Pierce, FL 3x4 = 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:07 2019 Page 1 ID:4b7WIJiEx9EoSikajSUVXUzPBJnroJJL POTUMEORDEBzPGV6berwcBCl6ghwsc5OhzKbl_ Scale =1:19.3 Plate Offsets(X,Y)— (2:0-1-6 Edael LOADING (pat) SPACING. 2-0-0 CS1. DEFL. in (loc) Vdeff Ud 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 WS DOD HOM(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wlnd(LL) 0.17 4-7 >490 240 Weight: 231b FT=20% LUMBER — TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M SO REACTIONS. (lb/size) 3=211/Mechaniml,2=392/0-8-0,4=96/Mechanical Max Hoe 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)-Masi Comp./Max.Ten.-All forces 250(lb) Or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 6.0-0oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Ops1; h=15fl; 13=45ft; L=241t; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-11 to 1-11-5, Interior(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 nonconctlrrent 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 TA between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1751b uplift at joint 3, 21916 uplift at joint 2 and 14 Its uplift at joint 4. Walter P. Finn PE No32639 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNINO- VedrydsaignpavmetavandREAD NOTES ON MSANDINCLDDEDMTEKNEF NCEPAGEM97V3ree 10Po342015 BEFOREUSE Design valid for use only with MITeklaconne tors. This design Is based any upon parameters sham, and Is for an lachAdual bending camponent. not a Wss system. Berate use, Me building desgnermust veriyihe appOsabildyof desgn parameters and property NosTorate Nis design into Me overall buildingdesign. Bracing indicated is to prevent buckling of lndiAlkal truss web andlor chord members only, Additional temporary and permanent boding MiTek' Is always required for dustily and to prevent collapse with ramble personal inluryand property damage. Forgeneratguldanceregardingthe Clorcadcn,storage, delivery,eregbn and bidding of Vvsses and truss systems. see ANSp1hPl1 Quality Cdreda, DS649 and SCSI Building Component 6944 Parke East BIM. SarerylnrortnWon available from Tmss Plate Institute, 21e N. Lee Street. Sdde 312. Xexandria. VAMI4. Tampa, FL 30310 Job cuss Truss Type Oly Ply PALMETTO VILLAGE GARAGE T76941994 057622 KJ7 Diagonal Hip Girder 4 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:08 2019 Page 1 Scale=1:21.4 3x4 = — n 5 3x4 = 74 10 2-95 LOADING (ps) SPACING. 2-00 CSI. DEFL. in (roc) 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 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 7-10 >871 240 BCLL 0.0 ' Rep Suess Incr NO WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.08 7-10 >999 240 Weight 39 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=8/Mechanica1, 2=6D9/0-10-15, 5=559/Mechanical Max Holz 2=214(LC 8) Max Uplift 4=107(LC 24), 2=378(LC 8), 5=-330(LC B) Max Gmv 4=42(LC 6), 2=616(LC 28), 5=561(LC 28) FORCES. (I e)- Max. CDMPJMaa. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=880/373 BOT CHORD 2-7=-457/768, 6-7=4571768 WEBS 3-7=100/401, 3-6=1008/600 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Fire 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 pet 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 3.6-0tall 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 107 Ile uplift at joint 4, 378 lb uplift at joint 2 and 3301b uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 Ib down and 20 Ib up at 1-6-1, 100 Ib down and 20 Ib up at 1-6-1, 131 Ile down and 791le up at 4-4-0, 131 lb down and 79 to up at 4-4-0, and 176 to down and 14416 up at 7-1-1S. and 176 lb down and 144lb up at 7-1-15 on top chord, and 27 lb down and 616 up at 1-6-1, 27 lb down and 6 lb up at 181, 27 le down and 131b up at 4.4-0, 27 lb down and 131b up at 4-4-0, and 52 lb down and 25 lb up at 7-1-15. and 52 Ib down and 25 Is 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, (Gads applied to the face of the truss am noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 5.8=20 Concentrated Loads (lb) Vert: 3=-95(F=48, 8=48) 7=-79(F=40, B=40)14=-20(F=10, B=-10) Walter P. Finn PE No.22639 kiiTek USA, Ina FL Cart 6634 6904 Pages East 8Nd. Tampa FL 33610 Date: May 2,2019 ®WARNING. Vadlydesignparamefers and READ NOTES ON TKISAND INCLUDED 407EKREFERENCEPAGEhB7V3m 1dieT/10,15BEFORE OSE Design valid brow ooywdb KiTeMconnectors. This design Is based only upon parameters shown, and Is bran Individual building component, not a truss system. Before use, Meb idiot, designermustvedy the appfiwbffy of design parameters and property incartomte this design into the overall buildingdeslgn. Bracing Indicated is to prevent buckeng of individual Miss web mWor chord members only. AdddlonaltemporaryaMpennanedlenecing MOW Is always required for stabuy and to prevent cb6apmwM possT@ personal Injury and property damage. For general guidance regarding the fabdwlion, stom99a,delivery, erection and miring clausees and truss systems, see ANSVfI'If Qualify Corona, DSB419 and BCS1 Building Component 6904 Parke Fast Blvd. Saleylnlood on available from Truss Rate Institute,218 N.Lee Street, Sun. 31Z Addendaa, VAn314. Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 31 " Center plate on joint unless x, y -l�►rLII' 4 offsets are indicated. I�--- 6-4 8 yI dimensions shown in ft-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in sidsixteenths. Apply plates to bothh sides of truss and fully embed teeth. L-J W 1 2 3 TOP CHORDS 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 0-;I r T For 4 x 2 orientation, locate plates 0- v,d' from outside c1-2 c2-x WEBS Cev 4 O RN O Ocr-s 2. Truss bracing must be designed by an engineer. For wide trues spacing, individual lateral braces themselves may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. car csc 04. F- BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or Upon request. 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. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locatlons are regulated by ANShTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless d noted, moisture content of lumber shall nott exceed 19% at time offabrication. PLATE SIZE PRODUCT CODE APPROVALS ICC-ES Reports: 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 10. Camber is a non-structural consideration and Is the responsibility of trussfabricator. General practice is to camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purfins provided at output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but 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 spacing Indicated on design. 14 Bottom chords require lateral bracing at 100. 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. reaction section indicates joint number where bearings occur. Min size shown Is for crushing only. 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 Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss COnSIrUCfIOn. DSB-89: Design Standard for Bracing. BCSI: Building Component Safely Information, 11� IIIIIIII n A �� 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 Guide to Good Practice for Handling, � V ANSurPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. I MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015