Loading...
HomeMy WebLinkAboutMITEK - ENGINEERINGLumber design values are in accordance with A I 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 057622 - PALMETTO VILLAGE GARAGE MiTek USA, Inc. Site Information: 66904 Parke East Blvd. Customer Info: GRANDE CONSTRUCTION OF FL Project Name: PALMETTO VILDgHMA Model: 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: FBC20171rP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date 1 T16941986 A 5/2/19 12 I T16941987 I Al 15/2/19 1 13 1 T1 6941988 1 A2 1 5/2/19 14 1 T1 6941989 1 GRA 15/2/19 15 I T16941990 I J 1 15/2/19 1 16 1T169419911J3 15/2/19 .1 7 T169419% 15/2/19 1 18 1 T169419931.17 5/2/19 1 19 1 T1 69419941 KJ7 15/2/19' 1 ILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SCANNED BY St. Lucie County S P DRAWING / SUBMITTAL REVIEW APPROVED APPROVED AS NOTED ❑ ISE AND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES FABRICATION PROCESSES AND TECHNIQUES OF C NST UCTION, COORDIN TI F HIS WORK WITH OT R T DES AND FUL C P EWITHCONTRACTD M gy: Date: Architectonic rl Fort Pierce, FL 349 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 ANSIrrPI 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 ANSIrrPI 1, Chapter 2. -ISR �P .F/N �-,, i .��p:ENN No 22839 1190: STATE OF Walter P. Finn PE No.22839 Mlrek BSA, Inc: R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Finn, Walter -- 1 of 1 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941986 057622 A ATTIC ' 7 1 Job Reference (notional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MITek Industries, Inc. Thu May 2 08:06:00 2019 �1 0 Scale=1:40.7 4x4 = 4 3x4 = 34 = 3x4 = 3x5 = 3x5 = Plate Offsets (X Y)-- 12:0-0-2,Edgel, f6:D-0-2.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 10-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.20 10-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.10 10-13 >999 240 Weight: 101 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 GOT CHORD 2x4'SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1109/0-8-0, 6=1109/0-8-0 Max Hans 2=-187(LC 10) Max Uplift 2=-619(LC 12), 6= 619(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) 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=-063/658, 5-8=-450/409, 4-10=-363/658, 3-10=-450/409 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc pudins. 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; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst; h=15ft; B=451t L=24ft; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exarior(2)-1-0-11 to 1-11-5, Intedor(1) 1-11-5 to 11-6-0, Exterior(2) 11-6-0to 14-6-0, Interior(l) 14-6-0 to 24-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load 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 619111 uplift at joint 2 and 619111 uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE N022839 MRek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL 3SB10 Date: May 2,2019 AWARNING -VedlydesipnPara..M..dREADMOMS ONTNISANGINCLUBEGM?EKREFERANCEPAGEM 74 ...10MO2015BEFGREUSE Design valid for use only with Mitek® connectors. This deagn is loosed only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, he bulltling designer must verify the applicability of design parameters and property Incorporate this design Into the overall buildingdeslgn. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additionoltemporary and permanent bracing MiTek- Is always required for siablllty and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erectlon and brocing of trusses and truss systems, seeANSI/IPII Quality Cdbdo, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Sa ety Infannationavoilable from TrussPloleMSlifntar?i&N: Lea Sheet-SM1e 312, Alexontldo, VA 22314. Tampa: FE3a61a -- Job Truss Truss Type Oty Ply PALMETTO VILLAGE GAR AGE T16941987 057622 Al Hip ' 2 1 Job Reference (optional) o.cvv 5 vec DLa l o mrreF l nousme$ Inc. inu may, 2 umui :ul zulB Scale = 1:41.4 4x4 = 4x4 = 4 5 3x5 = 2x3 II 3z6 3x4 = 3x4 = 2x3 11 3x5 = 7-8-4 11nn0.0 1t2-n0-n0 1p5-a3-n1e2 23.0.0 zed 3-a -a— I Plate Offsets (X,)— f2:M-2,Edgel, (7:0-0-2,Edgel LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.09 13-16 >999 360 MT201 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.2313-16 >999 240 BCLL 0.0 Rep Stress that YES WB 0.31 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(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 or 4-7-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 7=1109/0-M Max Horz 2=180(LC 11) Max Uplift 2=-619(1_C 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=-1265/969,5-6=-1437/1027,6-7=-1987/1235 BOT CHORD 2-13=-989/1757. 11-13=-989/1757, 10-11=612/1265, 9-10=-1004/1757, 7-9=-1004/1757 WEBS 3-13=-23/301, 3-1 1=-730/549,4-1 1=-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: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.OpsQ 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, Intedor(1) 1-11-5 to 11-0-0, Extedor(2) 11-0-0 to 16-2-15, Intedor(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 nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 7. Walter P. Finn PE No.22839 Writs USA, Inc: FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 2,2019 . QwARAING- Verity Eesignparameterse-d READ NOTES ONT'll INCLUDED M111EKREFERANCEPAGEMO-74"neK 1h4132Gr5BEFGRE USE ��• Design valid for use only with M9elOeconnectors. This dosign Is based only upon parameters shown and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing indicated is to prevent buckling of lndMduoi trussvreb and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stablllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Qua CRbdo, DS949 and BC9 Building Component 6904 Parke East Blvd. SabryInlonnatbrmailableframiress-Pate Insfitute;-218ilctee Street antltla. 231 Suite 312, AlexVA 24, errvs Fb-33610 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE ]:Hp T16941988 057622 A2 2 1 Job Reference (optional) �, �„ _,��„ � o.cry s ueu a cm o rvu r ert inauslnes, rnc. L uo:uo:w Zulu �1 4x6 = 4xfi = 4 20 21 5 Scale=1:41.1 4x4 = 3x4 = 3.6 = 3x4 = 4x4 = 9-0-U 5.0-0 9-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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 BCLL 0.0 ' Rep Stress Incr YES WB 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 1 Weight: 97 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc pudins. BOT CHORD 2x4SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 7=1109/0-8-0 Max Horz 2=150(LC 11) Max Uplift 2=-619(LC 12), 7=-619(LC 12) FORCES. (Ib) - Max. CompJMax. 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 BOT CHORD 2-11=-1190/1957, 9-11= 843/1589, 7-9=-1204/1855 WEBS 3-11=-461/441,4-11=-183/430,5-9=-183/431,6-9=-462/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; 8=45ft; L=24ft; eavei Cat. h; Exp C; Encl., GCpi=0:1Q 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, Interci 13-2-15 to 14-0-0, Exterior(2) 14-0-0 to 18-2-15, Interior(1) 18-2-15 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf onthebottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 Ito uplift at joint 2 and 6191b uplift at joint 7. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parka Fast Slid. Tampa FL 33610 Date: May 2,2019 Q WARNING -VenryCeergnperemetereenCREADNOTES ON TN/SANOWCLUOEOMREKREFERANCEPAGEM674TJmv. 10100y2015aEFORE USE. Design valid for use only with MBeId➢ connectors. this design Is based only upon parameters shown. and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate ins design Into the overall buildingdesign. Bracing indicated Is to prevent bucking of individual huss web and/or chord members only. Addiiitemparory and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding the fabrication, storage. delivery, erection and bracing of busses and truss systems, weANSUM11 QUatily Cmrrdo, DS349 and SCSI Building Component Safety NlotmafbrsOwilaMafiom4russ 69M Palle East Bind. PIaRInsNfute, 218 N. Lee Sheet, Suite 312. Alexaxi VA 22314. —Tam FL-23610 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941989 057622 GRA Hip Girder 2 1 Job Reference (optional) Chambers Thus, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 Page 1 1D:4b7 W1Ji Ex9Eo5ikalSU VXUzPBJn-08dDLNzbCRspamVclHioVzOFCP6_ggMEEuORPMzKbI1 -1-0.0 3-9.14 7.0-0 11-6.0 16.0-0 19-2-2 23.0-0 24-0-0 1.0.0 3-9-14 3-2-2 4-fi-0 4-6.0 T2-2 3-9-14 1-0.0 Scale=1:41.1 5.8 MT18HS= 2x3 II 16 17 4 18 19 5xB MT18HS = T Ig YAO - 3x10 II °AO - 3x8 = 3.10 II &9-14 7-0-0 11-6-0 16-0-0 19-2.2 23-0-0 3.9-14 3-2-2 4fi-0 i 4.6-0 3.2-2 3-9_I Plate Offsets (X,Y)-- f2:0-4-0.0-1-141, f3:0-5-4,0-2-41, f5:0-5-4,0-2-41, f6:0-4-0,0-1-141 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) Vil l Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vem(LL) 0.29 9 >950 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Veri -0.38 9 >719 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress lncr NO WB 0.37 Hom(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 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. (Ib/size) 2=2289/0-8-0, 6=2289/0-8-0 Max Horz 2=120(LC 7) Max Uplift 2=-1421(LC 8), 6- 1421(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5160/3134, 3-4=-5441/3415, 4-5=5441/3415, 5-6=-5159/3134 BOT CHORD 2-11=-273a/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) Vascl=132mph; TCDL=4.2psh BCDL=3.Opsf; h=15tt B=45tt; L=24h; eave=4f; Cat. It; Exp C; Encl., GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1421 lb uplift at joint 2 and 1421 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 327 lb down and 371 lb up at 7-0-0, 1981b down and 2041b up at 9-0-12. 198 lb down and 2041b up at 11-0-12, 198 Ib down and 2041b up at 11-11-4, and 198 lb down and 204 lb up at 13-11-4, and 327 Ib down and 371 lb up at 16-M on top chord, and 606 lb down and 392 lb up at 7-M. 941b down and 34 Ib up at 9-0-12, 94 Ib down and 341b up at 11-0-12, 941b down and 34 Ib up at 11-11-4, and 94 Ib down and 34 Ib up at 13-11-4, and 606lb down and 392Ib up at 15-11-4 on bottom chard. 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 (pIQ Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Walter P. Finn PE No.22839 Ml USA Inc. FL Cod 66U 69U Parka East Blvd. Tampa FL 33810 Date: May 2,2019 A: WARNING -Verily deafenparzmeten entl READ NOTES ON TNNSAND INCLUDED MDEKREFERANCEPAGE MD-74nmv. 11O 2015BEFORE USE Design valid for use only wlth Vil connectors. This tleslgn Is based only upon parameters shown and Is for an 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 burcong tleslgn. Bracing Indicated Is to prevent buckling of Individual Muss web and/or chord members only,. Additional temporary and permanent bracing MiTek_ Is always required for stability and to prevent collapse with possible personal lolury and property damage. For general guidance regarding the fabrlcction storage, delivery, erection and bracing of trusses and truss systems seeANSU N11 Cun22 Crill D9l29 and BCSI Building Component Sale"ferrllatbnovailoble from -Truss Plate Insrtute. 218 N. We street Sure 312. Alexandria. VA 22314. 69M Parke East BWd. ampa, FL 33610 Jab Tnus Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941989 057622 GRA Hip Girder 12 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 Page 2 ID:4b? WjJi Ex9EoSikalSU V%UzPBJn-OBdDLNzbCRspamVclHioVzOFCPB_ggMEEuORPMzKbl1 LOAD CASE(S) Standard Concentrated Loads (Its) Vert: 3=-141(R) 5= 141(R) 10=a6(R) 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(B) ,&WARNING-Pedlyda419nPam..te9snd NEAONOTES ON TNISANOMCLUOEOMIFEKBEFEBANCEPAGEM0.74lore✓. 10,0'Y1015BEFORE USE Design valid for use only with MRes0connactors. This tleslgn Is based only upon parameters shown, and Is for an IndNldual building component, not a hum system. Before use, the building designer must verity the applicability of tleslgn parameters and properly Incorporote this tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of lndlvidual buss web and/or chord members only. Additional temporary and permanent bracing Is always requlredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSVrPll CuelMy Cifteft D3049 and BCSI Building Component sty Infarmatbmvalloble from Truss Rote InstlMe, 218 N. tee Sheet. Suite 312 Alexandria, VA 22314. MiTek' 69M Parke Ent Blvd. Tampa, R. 33610 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE T76941990 057622 J1 Jack -Open 6 1 Job Reference (optional) Gnamoers I mss, Inc., Yon Fierce, FL 6.24U S UCc B 2U16 MI I ex uarustees, Inc. 1 hu May 2 08:06:05 2019 Papal 3x4 = Scale =1:6.5 LOADING (pat) SPACING- 2-0-0 C51. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(L-) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code F8C2017/TP12014 Matrix -MP Wind(ILL) -0.00 5 >999 240 Weight: 5 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SO 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 10-M oc bracing. REACTIONS. (lb/size) 3=B/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 Gray 3=11(LC 17), 2=158(LC 1).4=22(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (I e) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=15ft; 3=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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-M 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 6Ib uplift at joint 3, 161 lb uplift at joint 2 and 3lb uplift at joint 4. Walter P. Finn PE No22839 MTek USA, Inc. FL Can 6634 6904 Parke East BNd. Tampa FL 33810 Date: May 2,2019 QWABNING-Vedydesf9nparameta..dNEADNOWS ON TNISANDMCLUD£DMDEKBEFERANCEPAGEM674nrev. IM034 ns BEFUBEUSE. -- Deagn valid for use only with h1Bek8connectors. Thls design Is based only upon parameters shown, and Is for an IndNldual building component, not a truss system.Before use, the building designer must verify the Oppllcabllly of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndivoual truss web and/or chord members only. Additional temporary and permanent bracing Is always requeed for stoloNly and to prevent collapse wlih possible personal hJury and property damage. For general guidance regarding the fabrication, storage, delNe, erection and bracing of trusses and hues systems, seeANSVIPII Qualfly Criteria, 03349 and 1101 Building Component Safety ktformatbmviceable from Truss Plate In haute. 218 N. Lee Sheet. Suite 31Z Alexandria, VA 22314" — �,- MiTek' beat Parke East Blvd. Tempe, FL W610 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE T16941991 057622 J3 Jack -Open 8 1 Job Reference (motional) „nannies uws, Frio., run Fierce, rL 3x4 = a.24U a UeC a Zulu MI I eK Industries, Inc. I nu May 2 U8:06:06 2019 Page 1 ID:4b?WjJiEx9Eo5ikajSUVXUzPBJn KXl n3?136Xp3f?PilGaO517Du68faXhgyUFzKbi? Scale = 1:10.8 LOADING (psp SPACING- 2-" CSI. DEFL. in (loc) Well 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 Ved(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/Mechanical,2=219/0-8-0,4=38/Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-63(LC 12). 2= 159(LC 12), 4=4(LC 9) Max Gram 3=85(LC 17), 2=219(LC 1), 4=54(LC 3) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 fib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second 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; MW FRS (directional) and C-C Exledor(2)-1-0-11 to 1-11-5, Intenor(1) 1-11-5 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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-" 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, 159 lb uplift at joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE No.22819 64Tek USA, Inc. FL Cad SIQU 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Q WARNING- W d1ydea19npereme1ersand READNOTES ON THIS AND INCLUDEDMNEKREFERANCE PAGE MIL74M.V.. 1Wad4a 5BEFORE USE Design valid for use only with Mirada connectors. We design 6 based only upon parameters shown. and 6 for on Individual bulltling component, not a truss system. Before use, the burding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling tleslgn. Bracing Indicated is W prevent buckling of individual truss web and/or chord members only. Addiflonol temporary and permanent bracing MiTek* Is always required for stabillry and to prevent collapse wifirt polstele personal hJusy and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeAN3VD'Il QuoTy Cdbdo, DSB49 and BC31 Building Component - 9abrylnformo8onwailablefrom Trues Plate lnstitre.218 N. Lee Steep S0931Z Alexandria, VA 22314. 69M Parke East Blvd. Tampa, FL 33610 Jab Truss Truss Type Ory Ply PALMETTO VILLAGE GARAGE T16941992 057622 JS Jack -Open 8 1 Job Reference (optional) o.cavb vec 0ZV ra mr r ex muum es, me. Inu may zua:ub:ui eui9 Scale = 1:14.9 3.4 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 11defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.03 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.07 4-7 >837 240 BCLL 0.0 ' Rep Stress ]net YES W B 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wind(LL) 0.07 4-7 >819 240 Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=147/Mechanical, 2=304/0-8-0, 4=6B/Mechanical Max Harz 2=165(LC 12) Max Uplift 3=-120(LC 12), 2=-187(LC 12), 4=-10(LC 12) Max Gram 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuli=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)-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 psi 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 conneaians. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 It, uplift at joint 3, 187 Ib uplift at joint 2 and 101b uplift at joint 4. Walter P. Finn PE No.22639 MRek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Q WARNING -VeHly designparameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Ma.747d rev. 1GD32015 BEFORE USE Design valid for use only with MRek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdeslgn. Bracing indicated Is to prevent budding ofindividualli 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 trusses and truss systems: seeANSIMII CualyByy Crtleda, D5349 and SCSI Building Component 6904 Parke East Blvd.Safety mlonnatlard oeable from Truss Plate Institute, 218 N. Lee Sheaf: Suite 312 Alexmrdrim4/r22314r Tampa, FL 33610 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941993 057622 J7 Jack -Open 12 1 Job Reference o [tonal Truss, Inc., Fort Fierce, FL 3x4 = 8.240 s Dec 62018 MiTek Industries, Inc. Thu May 2 08:06:072019 Page 1 ID:4b7 WjJiEx9EoSikajSUVXUzPBJn-ojJL_POTUMEORDEBzPGV6berwcBCt6ghwsc5OhzKbl_ Scale=1:19.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Verl -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 ]net YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(L-) 0.17 4-7 >490 240 Weight: 23lb FT=20% LUMBER - TOP CHORD Px4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS, (lb/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 Gray 3=220(LC 17), 2=392(LC 1), 4=134(LC 3) FORCES. (II -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J 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; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, Interior(1) 1-11-5 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1751b uplift at joint 3, 219 lb uplift at joint 2 and 14 lb uplift at joint 4. Walter P. Finn PE No.22839 IdiTek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Q WARNING -Vedrydesrpnparzmehrsand READNOTES ON TN/SANDWCLUDEDMITEKREFER/1NCEPAGEM674MmY.. 10A0a20150EFOREUSE Deslgn valld for use only with MITek® connectors. this design Is based only upon parameters shown, and a for an Individual building component, nod a truss system. Before use, the building designer must verify he applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing lndlcafedIstoprevent bucking ofIndividual tassweb end/or Chord members only. .Addiaonaltemporary and peananenibracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPl1 Qua1I1y Criteria. DSB49 and SCSI Building Component Safety hformatbrWoilable from Truss I midi e.218 N. We Streetxmits,92iJexontlrlo.-VA'2P31d. ��- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss eOty Ply PALMETTO VILLAGE GARAGE FD1,92 KJ7 Hip Girder 4 1 Job Reference (opfona0 Chambers Times, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:08 2019 Scale = 1:21.4 Io _ 3x4 = ua n 5 3x4 = 7-0-10 9-10-1 7-0-10 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 7-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 7-10 >871 240 BCLL 0.0 ' Rep Stress [net NO WB 0.26 Horz(C'R 0.01 5 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(-L) 0.08 7-10 >999 240 Weight: 39 lb FT=20% LUMBER- ,BRACING - TOP CHORD 2x4 SPM 30 TOP CHORD Stmctuml wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SO 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 Gray 4=42(LC 6), 2=616(LC 28), 5=561(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) 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=4ft; Cat. II; E1p C; Encl., GCpi=0.18; MW FRS (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 nonconcurrent with any other live loads. 3)' This truss has been designed for alive load of 20.0pst on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 4, 378 lb uplift at joint 2 and 330 lb uplift at joint 5. 6) Hanger(s) or other conneclion device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 20lb up at 1-6-1, 100 It, down and 20 Ib up at 1-6-1, 131 lb down and 79 lb up at 4-4-0, 131 Ib down and 79 lb up at 4-4-0, and 176 lb down and 144lb up at 7-1-15, and 176 lb down and 144 lb up at 7-1-15 on top chord, and 27 lb down and 61b up at .1-6-1, 27 He down and 6lb up at 1-6-1, 27 Ib down and 131b up at 4-4-0, 27 Ib down and 13111 up at 4-4-0, and 52 Ito down and 25 lb up at 7-1-15, and 521b down and 25 lb 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 tress are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 14=-70, 5-8=-20 Concentrated Loads (Ib) Vert: 3=-95(F=48, B=48) 7=-79(F=40, S=40) 14=-20(F=-10, B= 10) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Date: May 2,2019 Q WABNDIO-yedfydesl9apsr4mehn;.d READ NOTES ON MXMDINCLUDEDMR KBEFERANCEPAGEM&7473rex. 1OU3,2015BEFOBE USE Design valid for use onlywith Mirel0 connectors. The design Is based only upon parameters shown, and Is for on IndMdual bundling component not a muss system. Before use, the building designer must verity me applicability of deslgn parameters and properly incorporate Me design into the overall building design. Bracing lncilcated is to prevent buckling of lntlNidual muss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stabillty and to prevent collapse with pouible personal injury and property damage. For general guidance regarding the foladcallon, storage, delivery, erection and bracing of trusses and We; systems. meMSVO'il Cuaft CMnk, DSB49 and BCS Balding Component 6904 Parke East Blvd. Safety lnformotlonovcllable from Truss Mcfe Institute.2m+t-bg1treehSuite 312, Alexandria. VA 22314. Tampa,FL W610 — Symbols PLATE LOCATION AND ORIENTATION 1 3/' Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O/ldr For 4 x 2 orientation, locate plates 0-'Ae" from outside Numbering System 6,48 dimensions shown In fT-in-sixteenths I I (Drawings not to scale) 1 2 3 TOP CHORDS Cl-2 c2a 0 WEBS a 4 of T u a pp 7 = a O 0 0- 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 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. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear lightly 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 Joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/ -PI 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. SOttWOre oOr r upon rBgaBBt. NUMBERS/LETTERS. B. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SUE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for [CC -ES Reports: use with fire retardant, preservotive treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11. Plate Type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 f .spacing, or less, if no ceiling is Installed. unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur, Icons vary but © 2012 MITe1<@ 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. Mln size shown Is for Crushing only. ��yp 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. a BCSI: Building Component Safety Information, M' 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, e ANSI/IPI 1 Quality criteria. Installing & Bracing of Metal Plate Connecle,d 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. MiTek$ RE: Q57622 - PALMETTO VILLAGE GARAGE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GRANDE CONSTRUCTION OF FL Project Name: PALMETTO VILLREMEb ff-4Mlodel: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date 1 T16941986 A 5/2/19 2 T16941987 IA1 5/2/19 I3 T16941988 IA2 15/2/19 I4 T1 I5/2/19 I6815 I IT94190IJ I5/2119 6 T16941991 IJ3 15/2/19 7 T16941992 IJS 15/2/19 I8 IT16941993 IJ7 15/2/19 1_ IT16941994 IKJ7 1512/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdicfion(s) identified and that the designs comply with ANSl1TPI 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 ANSlrTPI 1, Chapter 2. No 22839 =v: :¢_ STATE OF O R 1 Walter P. Finn PE No.22839 MiTek USA, Inc. Ft. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 Finn, Walter 1 of I Job Truss Truss Type City Ply PALMETTOVILLAGE GARAGE T769419% 057622 A ATTIC 7 1 Job Reference (optional) chambersTruss, Inc., FOn Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:00 2019 Page 1 ID:4b7 WjJiEx9EoSikajSU VXUzPBJn-WNOiWDw48DLN58Cr3ResK7r,Poonu4fJG0EGbzKbIS -1-0-0 6-0-14 17E0 16-11-2 23-0-0 24-11 1.0-0 60-14 55-2 6-5-2 6V1-1 14}0 �1 Scale =1:40.7 4x4 = US = 31 = 3x6 = 3x4 = 3x5 = i$ Plate Offsets (X,Y)- I2:0-0-2,Edgej (6:0-0-2,Edgel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ved(LL) -0.08 1G-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.20 10-13 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.26 Hoa(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.10 10-13 >999 240 Weight: 1011b FT-20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ildsize) 2=1109/0-S-0,6=1109/0A-0 Max Hoe 2=-187(LC 10) Max Uplift 2=-619(LC 12), 6=619(LC 12) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) 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=363f658, 3-10=450/409 BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-10 oc puffins. BOTCHORD Rigid ceiling directly applied or 7-1-14«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) and C-C Extedor(2)-1-G-11 to 1-11-5, Inh igr(1) 1-11-5 to 11-6-0, Exterior(2) 11-6-0 to 14.6-0, Interior(1) 14-6-0 to 24-0-11 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 619111 uplift at joint 2 and 6191b uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE N0.22B39' Mliek USA, Ina FL Cod 667d 6904 Parka East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARMlas- rytleslgnpvamefersandREAD NOTES ON7MSANOINCLUBEO AIREK REFERENCE PAGE M0.74rJrev.lp/OLla15 BEFORE WE 0edlgn salty foruse ontywfh MTek®twmepors. This design is based any upon Parameters shown, and Is for an moneaual bulling component net a truss open Before use, the building designer must witty the applirabicy of deep parameters and properly incorporate this design Nto no overall buidingdesign. Bracing indicated is to prevent buci of lndMdual trade web andfor chord members any. AnKlonal temporary and pennanect bracing MiTek' Is always required for stability and to prevent cal with possible penmial Injury and Property damage. Forgeneridguidanceregardingthe fabrlcation,storage. deGvery, erection and bating of Wsses and truss systems. see ANSVTP11 Dually Cri DSB49 and BCS1 Building Component Sabylnformation availablefmm Tmss Platatnst4ute,2la N.L eStreet.Sude313,AIexandtl,VA22314. 6904 Parke East and, Tampa, FL 36510 Job cuss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941987 057622 1 Hip 2 1 Job Reference (optional) Chambers Thies. Inc., EOn Pierce, eL 4x4 = 4x4 = 4 5 U.29U 5 U¢C b 2Uld MI I ¢M m HuArIes, Inc. I nu May Z Ud:W:UI ZVIU Scale = 1:41A i$ 3x5 = as 11 3x6 = 3x4 = 3x4 = 2x3 II 3x5 = 7-8-4 114)-0 12-0-0 15312 27343DJtd I Is.vl I 1i1� 1 Plate Offsets (%Y)— (2:0.0.2 Edger 17:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ved(LL) -0.09 13-16 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -02313-16 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Horz(CT) 0.05 7 We n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(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 or 4-7-10 Go pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-6 no 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(LC 12), 7=619(LC 12) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(11 or less except when shown. TOPCHORD 2-3=1987/1235,34=1437/1027,4.5=1265/969,546=1437/1027, 6-7=A987/1235 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, • fi-9=23/301 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511t; B=45ft; L=24ft; eave=411; Cat. 11; 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 11-0.0, Extedor(2) 11.0-0 to 16.2-15, Interior(1) 16-2-15 to 24-0-11 zone;C-C for members and forces & 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 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 2 and 619 Ib uplift at joint 7. Walter P. Finn PE N032839 hit rek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING- VerNydesillimonefers and READ NOTES ON TTBSAND INCLUDED ABTEK REFERENCE PAGE MM473 rev. IM=015 BEFORE USE Design valid loruse onywhh MTek®oomeddr. five design Is based only upon parameter shown. and is for an individual bulding component, not , a truss system. Before use, the building designer mustwi y me eppliabiny.f dengn ra pameter and property inooryowte this design into the overall bu1101ngdeslgn. Bracing Indicated is to prevent bucking of InsMdual truss web asslux cord member only. Adddldnal temporry and permanent bracing MiTek' Is always required for stability and to prevent wilapse win possible personal injury and property damage. Forgeneralguidanceregardingthe fabrication.storage,delivery. erection and bidding oftmsses and buss systems, see ANSUfP/f Dually Cannot, DSB49 and BCS/ Building Component 6904 Parke East Blvd. Sayeryln/onnadon avagablefrom Truss Pigs Institute. 218 N. Lee Soreet, Sube312,Alexandra,VA22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply PALMETTO VILLAGE GARAGE T16941988 057622 Hip 2 1 Job Reference o tional �1 629D 5 Uee b zuiu MI axe = 4x6 = 4 20 21 5 Inc Ina MaV 206:I16:032019 Pace Scale=1:41.1 4x4 = 3x4 = 3xB = 3x4 = 4x4 = LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (lac) Vast Vd 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 VerUCT) -0.3711-14 >736 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 HOrz(CT) 0.05 7 rda ma BCDL 10.0 Code FBC2017FFP12014 Matrix -MS W4ncILL) 0.1711-14 -999 240 Weight: 97 to FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-94 cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 7=1109f0A-0 Max Harz 2=150(LC 11) Max Uplift 2=-619(LC 12), 7=819(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2047/1420, 34=1728/1193, 4-5=1566/1148, 5.6=1728/1193, 6-7=2D47/1420 BOTCHORD 2-11=-1190/1957,9-11=-843/1589,7-9=-1204/1855 WEBS 3-11=-461/441,4-11=183/430,5-9=183/431,6-9=462/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45fl; L=24111; anve=4it; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exlerio42)-1-0-11 to 1-11-5, Intenor(1) 1-11-5 to 9-0-0. Extedor(2) 9-0-0 to 13-2-15. Intenor(1) 13-2-15 to 14-0-0, Exterior(2) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 24-0-11 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fd 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. water P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Pablo Eaet Blvd. Tampa FL 33610 Date: May 2,2019 ®wARMNa-VerirydesignParsmeMrsdndNEAD NOTES ON T30SANDINMWEDM1 KREFERENCEPAGEM1474r3xev. 10/0]2015BEFOPE USE ' Design valid for use onywdh MTek®connedo e. This design is based ony upon parameters shown, and Is for an inamdual building component, net a truss system. Before use, the building designer must verify the applisabilily of design parameters and Imagery incomorale This design Into the owmil buildingdesgn. BmdrgIndicated istoprewntbacking 0hairtdualtruss web easier cherdmembers ony. Additional temporary and Permanent bracing WOW always required for stability and to prevem collapse with possible personal lnjmyand property damage. For general guidance regarding the bed.11-n.storage, delivery erection and bridling oftrusses and truss systems. see ANSI/TPII Duality Galena, DS6489 antl SCSI Building Component 6904 Parke East BIM. Sandalnlmmation aw cable from Trues Plate Inffiute. 218 N. Lee SVeet, Sude 312, Alexandria. VA22314. Tampa, FL 36610 Job Truss Type Qty Ply PALMETTO VILLAGE GARAGE T 057622 GRA rder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:04 2019 Page 1 b'RIISK3R1 5x8MT18HS = 2x3 H 5x8 MT18HS = 17 4 18 19 5 4xe = 4x8 = 3.10 I 6x8 _ Salt= 3x10 39-14 7-0-0 11b-0 16-0-0 I 19-2-2 230-0 Plate Offsets (X,1)— [2:0-4-0 0-1-14) 13:0-54 0-2-4) 15:0-5-4 0.2-4] [6:0-40 0-1-141 LOADING (last) SPACING. 200 CSI. DEFL. in (loc) Udeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.29 9 o950 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 Incr NO WB 0.37 Horz(CT) 0.09 6 Na n/a ' BCDL 10.0 Code FBC2017/TPI2014 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. (fib/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. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5160/3134, 33=-544113415, 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; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf, h=15ft; B=45ft; L=241t; eave=4ft; 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 policing. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 200 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 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32716 down and 371 Its up at 700, 198 Ib down and 2041b up at 9-0-12, 1981b down and 2041b up at 11-0-12, 1981b down and 20416 up al 11-11-4, and 198 Ib down and 204 Ib up at 13-11-4, and 3271b down and 371 Ib up at 1600 on top chord, and 606]boom and 392 lb up at 7-0-0, 941b dawn and 34Ib up at 9-0-12, 94 Ib down and 341b up at 11.0.12, 941b down and 341b up at 11-11-4, and 941b down and 34 Ib up at 13-114, and 606 Ib down and 392Ib 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 Unifonn Loads (pit) Vert: 1-3=70, 3-5=70, 5-7=70, 2-6=20 Walter P. Finn PE No.22839 Milrek USA, Inn. FL Ceft6834 e9g4 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARNING- Veritydesignparamefens and READ NOTES ON TIW AND INCLUDES) MnEKREFERENCEPAGEA 1.7pamv. 10PoMM S BEFORE ME Design valid truss only with M,Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designermust vedyme applicabiliyaf design parameters and property Incorporate Nis design into the overall buildingdesign. Bracing indicated is to prevent budding of Individual truss web forever chord members only. Additional temporary and gmmanem bracing MiTek' is always required for stability and to prevent corpse wfth possible personal injuryand property damage. Forgenem ijuidance regarding the fabdca8on, slorege,delivery, erection and bracing ofbusses and buss systems, we ANSI?Plf Duality Coffers, DSB49 and BCS1 Building Component Safefylnformadon aveflable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA22314. 6904 Parke East BIM. Tampa, FL 36a10 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941%9 057622 GRA Hip Girder 2 t Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 62015 MiTeK Industries, Inc. T hu May 2 UU:W:U42UIU Vage2 10:4b?WIJiEx9Eo5ikaISUVXUzPBJn-08dDLNzbCRspamVclHioVzOFCP8_ggMEEuORPMzKbH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-141(B) 5=141(B) 10=-76(B) 11=-606(121) 8=608(B) %6 141(13) 17=141(13) 18=141(B) 19=141(13) 20=-76(B) 21=-76(B) 22=76(13) AWARMNO-VMrydeal9nparsmeters and READNOTES ON TMSANDINCLUDEDS KREFERENCEPAMW7"3 rev. IWJQ0f5BEFORE USE Design valid Mr use onlywbh MTek® connectors. This design is based onty upon parameters shown, and is bran Individual building component, not abuse system. Before use, the building designer must verifythe appOwbiNy of design parameters and pmpeM incoryorate this design into the overall Whiting design. Bracing Indicated let. prevent Isom of Individual miss web andior chord members unity. Motors] temporary and permanent bracing MiTek' Is always expense! for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. areacm and bracing oftrusses and trues systems, we ANSUTPif OuaUry Criteria, DSB49 and BCSi Building Component 6904 Parke East Blvd. Sayofyieromeadon awilable fmm Tmss PiMe tns Me, 218 N. Lee S"K Swe31Z P1exandria, VA 22t14. Tampa, FL 36610 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941990 057622 J1 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:05 2019 Page 1 ID:4b? WIJiEx9Eo5ikajSUVXUzP BJnsLBbZg_DzI_gCw4pr_El l AYaNpbUPCKOSY7?yozltbl0 1-0-0i M Set = Scale =1:6.5 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (Joe) Ydeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.00 5 >999 360 MT20 2441190 TCDL 15.0 Lumber CO. 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 n/a We BCDL 10.0 Code FBC2017/TP12014 MaVlx-MP Wind(LL) -0.00 5 >999 240 Weight: 5 To FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=8/Mechanica1, 2=158/0-8-0, 4=-3/Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-6(LC 9), 2=-161(LC 12), 4=-3(LC 1) Max Grav 3=11(LC 17), 2=158(LC 1), 4=22(LC 12) FORCES. (lb) - Max. ComplMax. 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=45ft; L=24ft; eave=oft; Cat. IT; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extencug2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This Imes 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-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 6lb uplift at joint 3, 161 It, uplift at joint 2 and 3lb uplift at joint 4. Walter P. First PE 110.12639 MiTek USA, Inc. FL'Cad 6634 6904 Parke East BNd. Tampa FL 33610 Data: May 2,2019 ®WARNING-Vedlydeergnp etersandN NOTESONMSANDINCLUDEDMITEKREFEWNCEPAGEMfh7Q3m.1MMO15BEFOREUSE Design valid for use only win MiTeM connectors. This design Is based only upon parameters shown, and is Wan individual building component not �■' ■` a truss system. Before use, the building designer must verify the apptrabrity of design parameters and properly Incorporate Nis design into the oramll bundingdesign. Bracing indicated is to prevent buckling ofiadividualWas web andror shod members only. Additional temporary and permanent bracing MiTek' Is always required for stabilbyand to prevent collapse with possible personal iryury and property damage. Forgeneralguidanceregartlingthe fabricated. storage, erection and bracing addressed and toss systems.see ANSVTP11 Quality Crfterra, DSa49 antl Bear Building component 6904 Padre East BNd. Sawyfarormation avilablefmm Tmss PigelnsMme,218N.LeaEme,Suite312,Arexanddi.VA22314. Tampa. FL 36610 Job Truss Truss Type Ply PALMETTO VILLAGE GARAGE Ti6947991 057622 J3 Jack -Open �Qty 8 t Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:06 2019 Page 1 ID:4b?W)JiEx9EoSikajSUVXUzPBJn-KXIzm3?dWXp3f?PilGaOS17Du68faXhCIYUFzK l? 3 0.0 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in floc) Vast L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.20 VenfCT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a ale BCDL 10.0 Code FBC2017/rP12014 Matrix -MP WiOd(LL) 0.01 4-7 -999 240 LUMBER - TOP CHORD 2x4 SP 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(LC 12), 4=4(LC 9) Max Grav 3=85(LC 17). 2=219(LC 1), 4=54(LC 3) FORCES. (Is) - Max. Comp./Max. Ten. -All forms 250(to) or less except when shown. Scale =1:loa PLATES GRIP MT20 2441190 Weight: 111b FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3-D-0 oc purins. 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=458; L=24f1; 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 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 Pat bottom chard live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 63111 uplift at joint 3, 159 lb uplift at joint 2 and 4 lb uplift atjoinl 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 0634 6904 Parke Best Blvd. Tampa FL 33610 Date: May 2,2019 ® HUMMING -VexBXdeslgnpanmeters andREADNOTES ON THISAND INCLUDED MITEKREFERENCEPAGEMX7473 a 1=22015BEFORE USE Design valid fortau onywith MTeM connectors. This design is based only uponparamelers shown, and is loran Individual building component, not a bass system. Before use, Vie building designer must vedfythe apptirabiliy of design parameters and Property inco Nis design into the overall ,orate beldingdesign. Bracingindicatedistopreventlat ng&MdVduallmaa WebmWortloWmelnbeMOny. Additional temporary, and permanent bracing MiTek' is always required bar stability and to prevent Collapse with possible personal injury and property damage. ForgenemlguidanceregaNingthe fabrication. storage. delivery, erection and bradng stemless and truss systems, see ANSV17PI1 Quality Crawls, DS"S and BC51 Building Component Saretylnrmmatlon availabla ham Truss Plate Instdute, 218 N. Lee Street, Sudi 312. Alexandra, VA22314. seat Padre East Blvd. Tampa, FL 36610 Job Tmss Truss Type Cry Ply PALMETTO VILLAGE GARAGE T16941992 Q57622 JS Jack -Open e 1 Job Reference (optional) Chambers Truss, Inc, Fort Pierce, FL k3Z8 8,240 s Dec 62018 MRek Industries, Inc. Thu May 205;015:0/ Zulu Scare=1:14.9 LOADING (psf) SPACING- 2-D-0 CS'. DEFL. in (roc) Udell L/d 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 Ved CT) -0.07 4-7 >837 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 n/a me BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wnd(LL) 0.07 4.7 >819- 240 Weight: 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=147/Mechanical, 2=304/0-8.0, 4=68/Mechanical Max Harz 2=165(LC 12) Max Uplift 3=120(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. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=3.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5. Intedor(1) 1-11-5 to 4.11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This Imes 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) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 120 Ib uplift at joint 3, 1871b uplift at joint 2 and 10 Ib uplift at joint 4. Walter P. Finn PE No.22639 MiTak USA Inc. FL Cad 6634 6904 Parke East Blvd Tampa FL 33610 Data: May 2,2019 ®WARMNG-Verlydeslgnpanrtmfers and READ NOTES ONTNISAND INCLUDED somi REFEBENCEPAGEM14741rJrw. 100=015BEFORE USE Design valid forces only with MRek s connectors. This design is based ony upon parameters shown, and is for an individual building component not a truss system Before use, me building designer mustveriy Use apphwbiray of design parameters and properly Incorporate this design into the overall hide,design.BmcingindiwtedistopmvntbuanngoflndMdualtmssweban&orchoMmembersmnf. Addflio I temporary and permanent bracing WOW Is always required for stability and to prevent collapse wim possible personal Injury and property damage. Forgenecoquldanwregardingme fabnwgon, storage,delivery, erection and bracing ofbosees and Wes systems, we ANSMIf Ovafify Croons, DSB49 and SCSI Busting Component Sage Parke East SW. Serey/nronnadon available ham Tmss Plate Nsghde, 218 N. Lee Street, Sude 312 Alexandtia. VA22314. Tampa, R seeing ruse Truss Type Oty Ply PALMETTO VILLAGE GARAGE Ti6941993 LJob 057622 J7 Jack -Open 12 1 Job Reference (optional) Chambers Truss, Ina, Fon Pierce, FL 3x4 = 8.240 s Dec 6 2018 MTek Industries, Inc. Thu May 2 08:06:07 2019 Page 1 ID:4b7WjJiEx9EoS kajSUVXUzPBJnoiJL_POTUMEOROEBzPGV6be.BCtSghwsc5OhzKbl_ 7-0-0 74)-0 Scale=1:19.3 Plate Offsets (X,Y)-- I2:0-1-6,Edgel LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCOL 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 file n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Wind(LL) 0.17 4-7 >490 240 Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=211/Mechanico1,2=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 Gmv 3=220(LC 17), 2=392(LC 1), 4=134(LC 3) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Dps/; h=15ft; 3=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2)-1-D-11 to 1-11-5, Interior(1) 1-11-5 to 6-11-4 zone;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 5t 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 lb uplift at joint 2 and 14 1la uplift at joint 4. Waller P. Finn PE 11e.22839 MTek USA, Inc. FL Cart 6834 6904 Parke East Blvd, Tampa FL 33610 Date: May 2,2019 ®WARNING- wellydesignpenmeMra and READNOWS ON TMSANDINCLUDED MIIEKAEFEFENCEPAGEMI47CF3 . fegL2015BEFONE USE Design valid foruse onlywin MTek®connectors. This design is based only upon parameters shown, and Is for an Indlvdual Wilding component not �' a truss system. Before use, the building designer must very Me appfoabld ofdesigo parameters and propertyMraryordte tals design bdo Me overall buildingdeslgn. Bracing indicated isle prevent budding of Individual buss weband/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablidy and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me Iabricallon, stomge,deavery,erectiba and bradog ofmasses and busssysterms, see ANSUTPI1 Quality Cdtede, DS849 and SCSI Building Component good Parke East Blvd. Selelylntormadda available from Truss Pone Institute, 218 N. Lee Street Suite 312. Nexandra, VA22m4. Tampa, FL 36510 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE T76947994 057622 KJ7 Diagonal Hip Girder 4 1 Job Reference o tional Chambers Truss, Inc., Fart Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Thu May 2 08:06:082019 Page 1 ID;4b7 WIJiEx9EoSikajSUVXUzPBJn-HwtkBI05FgMF3NpOX7nkfpA320YGcV2g9 WMtX7zMkz -15-0 7010 9-10-1 r 14i-0 7010 2-9 6 Scale =121.4 R 3x4 = zs u 5 3e4 = 7.0-10 9-10.1 74 10 2-946 LOADING (psr) SPACING- 2-0-0 CSI. DEFL. in floc) Ndefl 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 1.25 BC 0.35 Vert(CT) -0.13 7-10 >871 240 BCLL 0.0 ' Rep Stress Inca NO WB 0.26 Horz(CT) 0.01 5 No n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.08 7-10 >999 240 Weight: 391b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=8/Mechanica1, 2=609/G-10-15, 5=559/Mechanical Max Horz 2=214(LC 8) Max Uplift 4=-107(LC 24), 2=378(LC 8), 5=330(LC 8) Max Grav 4=42(LC 6), 2=616(LC 28), 5=561(LC 28) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD - 2-3=880/373 BOTCHORD 2-7=457/768, 6-7=457/768 WEBS 3-7=-100/401, 3-6=10091600 NOTES. 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCD1_=4.2psf; BCD1_=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10711, uplift at joint 4, 378 Ib uplift at joint 2 and 330 It, 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 Ile up at 1-6-1, 100 lb down and 201b up at 1-6-1, 131 Ib down and 79 Ib up at 4-4-0, 131 It, down and 79 lb up at 4-4-0, and 176 lb down and 144 lb up at 7-1-15, and 17616 down and 1441b up at 7-1-15 on lop chord, and 27 lb down and 6lb up at 1-6-1, 27 lb down and 6 Ib up at 1-&1, 27 la down and 13 lb up at 4-4-0, 271b down and 13 lb up at 4-4-0. and 52 lb down and 25 lb up at 7-1-15, and 52 lb dam and 25 lb 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 (ph) Vert 1-4=70, 5-8=20 Concentrated Loads (Ib) Vert: 3=-95(F=48, B=-48) 7=-79(F=-40, 8=-40) 14=20(F=10, B=10) Walter P. Finn PE No32939 kbTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 31610 Date: May 2,2019 ®WARNING-Venly Eesdin pammeters aad READ NOTES ON 1MSANDINCLVDEDWTEKREFERaAaw PAGE fsM7473 rev. 1MOO15BEFORE USE. wwww Design valid for use onlywdh MneWconnectors.This design is based only upon parameters shown, and Is for an Inowfual balding component not �� a buss system Before use, %e building designer muwvedy the applicability of design parameters and propertyincomorete this design Into Me overall �W lust ingdesign. Bracing indicated is to prevent building ofindMdualbussweb endlarchord members only. Addttionaltemporaryandpearanerdbracing NOW is always requrad for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Pe fabrication, storage, de4very, erection and baring oftaiwas aM taus systems,see ANSOTPH Quality CrNaria, DSB49 and BCSl Buffding Component 6901 Pale East 81W. Safefyfofonnaflon available boa Tass Plate lnzWNe, 218 N. Lee Street Svtle 312 Plexandtla, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 13 I4' Center plate on joint unless x, y offsets are indicated. nEDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yT1fi r For 4 x 2 orientation, locate plates 0- Yid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSiITPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 648 I I dimensions shown inalixteenths (Drawings not to scale) TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek®AII Rights Reserved MiTek,a MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 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. 8. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrl-PI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSlrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabdcetion. 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 defiection. 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 Nan that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 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/TPI1 Quality Cdleda.