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HomeMy WebLinkAboutMITEK - ENGINEERINGLumber deeign values are in accordance with ANSI/TPI 1 section 6.3 These truss deisigns rely on lumber values established by others. r MiTek' RE: Q57622 - PALMETTO VILLAGE GARAGE Site Information: Customer Info: GRANDE CONSTRUCTION OF FL Project Name: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL MiTek USA, Inc. T66904 Parke East Blvd. PALMETTO VILaMeL�MA Model: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional EngineerrANNED No. Seal# Truss Name Date B�, 2 T16941986 A7 512119 St. Lucie County � � T16941987 A 5/2/19 I T16941988 I A2 15/2/19 I 4 1 T1 6941989 1 GRA 15/2/19 I5 IT16941990IJ1 15/2/19 I T16141991 J3 5/2/19 I7 IT169419921J5 15/2/19 8 IT169419931J7 15/E/19 9 1 T16941994 1 KJ7 15/2/19 REVIEWED FOR CODE CoMpUANCE STo tLUCIE COUNTY BOCC The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supeivision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters'■ r� shown (e.g., loads, supports, dimensions, shapes and design codes), which war LC given to MiTek. Any project specific information included is for MITek's custome 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/rPI 1, Chapter 2. JP\'t G E N9Fi4t 0i0� • No 22839 rrz 0: STATE OF :At�/ s ONA„S"V% Walter P. Finn PE No22839 MiTek USA Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL33610 Date: May 2,2019 Finn, Walter 1 of 1 Truss Type Oty ply=GARAGE =ObTrass A ATTIC r - 7 II e.zau s uec o zule m1 I eK mausines, inc. I nu may a uu:vu:uu [Ul u rage I �1 Seale=1:40.7 4x4 = 4 3x5 = 3x4 = 3x6 = 3x4 = 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.30 Vert(LL) -0.08 10-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0:41 Vert(CT) -0.2010-13 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0:26 Horz(CT) 0.05 6 n/a rI/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 10-13 >999 240 Weight: 101 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 4-10-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceilingdirectly applied or 7-1-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 6=1109/0-8-0 Max Horz2=-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=-206811238, 3-4=-183311157, 4-5=-1833/1157, 5-6=-2068/1238 BOT CHORD 2-10= 1008/1870, 8-1 0=-572/1238,6-8=-1036/1870 WEBS 4-8=-363/658, 5-8=-450/409,4-10=-363/65B, 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.OpsQ h=151t; 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, Interior(1) 1-11-5 to 11-6-0, Extenor(2) 11-6-0 to 14-6-0, Interior(l) 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 nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.0psfon 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 6191b uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. (e Walter P. Finn PE Ne.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 2,2019 WARNING- Verify Oeslgnparemetomane READ NOTES ON THISAND INCLUDED M/TEKREFERANCEPAGEMB-74Tarev.]a�a4.Qe1SBEFOREUSE Design valid for use only wiIn Mgels3+connectars. lhk tleslgn 6 basetl only upon parameters shown. antl is for an IntlNitluaI builtling component, not a truss system. Before use, the builtling Z.O. mustverity the aoclicablliiy of tleslgn parameters antl properly Incorporate this design into me overall builtling tleslgn. Bracing lntlicatetl b to prevent budtlingof lndivitluol buss web antl/or chortl members oNy. Atltlifionpl temporary antl pepnan-moraoing MiTek' 6 alwaysrequired for stability antl to prevent collopse with pas ble personal Injury antl property d mpge. For general gultlance regartling the fabrication storage. tlelNery. erection antl bracing of busses antl Uuss systems seeAN61/IPII GualMy CIDUt•�, DSld9 and aC61 Ru6clan Compe..m -SoINy Nbrmelbnovoiipblehom Truss Plate lnsntute.216 N. Lea Sheet. Sune 312, AlexpED. VA 22314. -- 6904 Parke East Blvtl. Tampa, FL 33610 Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGET76941987 LQ576ob 22 Al Hip � 2 1 �� Job Reference (optional) Unambers Those, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. I hu May 2 08:06:01 2019 Page 1 4x4 = 4x4 = 4 5 Scale = 1:41.4 3x5 2x3 II 3><6 3x4 = 3x4 = 2x3 II 3x5 = 7-&4 11-0-0 12-0-0 15-3-12 23-0-0 11re Plate Offsets (X,Y)-- I2:0-0-2,Ednel, (7:0-0-2,Ednel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.09 13-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.23 13-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Wlnd(LL) 0.15 13-16 >999 240 Weight: 109 lb FT=20% LUMBER - TOP CHORD2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 7=1109/0-e-0 Max Horz 2=180(LC 11) Max Uplift 2=-619(LC 12), 7=-619(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. FORCES. (Ib) -Max. Comp/Max. Ten. -Aft forces 250 (11 or less except when shown. TOP CHORD 2-3=-1987/1235, 3-4=-1437/1027, 4-5=-1265/969, 5-6=-1437/1027, 6-7=-1987/1235 BOT CHORD 2-13=-989/1757, 11-13=-989/1757, 10-11=-612/1265, 9-10=-1004/1757, 7-9=-1004/1757 WEBS 3-13=-23/301, 3-11=-730/549,4-11=337/467, 5-10=-337/467, 6-10=-731/549, 6-9=-23/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extemx(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, Intenor(1) 16-2-15 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 pat bottom chord live load nonconcument with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619lb uplift at joint 2 and 619111 uplift at joint 7. Walter P. Finn PE No22839 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 2,2019 ,&WARNING-Vedrydsslg.,shvhetemend READNOTES ON TNISANDINCLUDWMREKREf ANCEPAGEMIP74M.I faNaiVISREFOREUSE Deelgi valld for use only w]m MBek0 connectors. This design Is based only upon parameters shown. and Is for on Individual building component not a huss system. Before use, Me building designer must verify the applicability of design parameters and Popery Incorporate this design Into the overall buildingdeslgn. Bracing Indicated Is to prevent buckling ofIndividual tmss web and/or chord members only.. Additional temporary and Permanent bracing MiTek' 5 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 huss systems seeANSVIPII Cuallly Creedal, D30419 and 501 lulding Component 6904 Parse East Blvd. --So19p In/otmatbmvollable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexontl�lo. VA 229814. .. ----- Tampa, FL 33610 Job Truss Truss Type Ory Ply PALMETTO VILLAGE GARAGE T76941988 057622 A2 Hip r s 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Iha May 2 08:06:03 2019 Page 1 ID:4W WjJiEx9EoSikajSUVXUzPBIn-wy3r82zyR8jyycwOkaBZyITDs?owGF5?EeuhvzKbl2 -1-0.0 5-8-12 9-0.0 14-0-0 17-33 23-0.0 24.0.0 1-0-0 5-8-12 5 -4 5-0.0 3-3-4 5.8-12 Scale = 1:41.1 4x6 = 4x6 = 4 20 21 5 0 4x4 = 3x4 = 3x6 = 3x4 = 4x4 = 9-0-0 5-0-0 9-0-0 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp 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 r✓a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.1711-14 >999 240 Weight: 97111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2x4SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 7=1109/0-8-0 Max Hoe 2=150(LC 11) Max Uplift 2=-619(LC 12), 7=-619(LC 12) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 23=-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; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B--45ft; L=24ft; eave=4ft; Cat. II; Exia C; Encl., GCpi=0.1$, MWFRS (directional) and C-C Extedor(2)-1-0-11 to 1-11-5, Interior(1) 1-11-5 to 9-0-0, Extedor(2) 9-0-0 to 13-2-15, Interior(1)13-2-15 to 14-0-0, Extenor(2) 14-M to 18-2-15, Interor(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 gnp 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 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Provide mechanical Connection (by others) of truss to beating plate capable of withstanding 6191b uplift at joint 2 and 6191b uplift at joint 7. Wafter P. Finn PE No.22839 Minsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 A WARNING -Velaydesiirpalameters.d READNOMS ON MWAND INCLUDED MREKREFERANCEPAGEM&74m3 .. 1003M015BEFORE USE Design valid for use only with M9ekflss connectors. Ms design 6 based only Won parameters shown. and Is for on Individual bullding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Mls design Into the overall building design. Bracing Indicated to prevent buckling of individual truss web and/or chord members only. Additional temporary and pemioneM bracing MiTek' 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storal delivery, erection and bracing of trusses and truss systems, seeANSUIPII Cual Cmnb, DS649 and SCSI Building Component 69W Parke East Blvd. Sobp Nlonnalbnovoiloble from Truss Plole Irutitute. 218 N. Lee Street Suite 312; Alexon ld--------- Tampa, FL 33610 Job Truss Truss Type Gty Ply PALMETTO VILLAGE GARAGE T16941989 057622 GRA Hip Girder ` ` 2 1 � Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 62018 MiTek Industries, Inc. Thu 2 08:06:04 2019 Scale=1:41.1 5x8 MTI BHS= c nnF,�_ 2X3. 11 Sx8 MT18HS= 16 17 4 18 19 5 _ _ axe = 4ze 3x10 11 6x8 3x8 = 3x10 II &9-14 ]-0-0 k1-GO 16-0-0 19-2-2 23-1}0 3.9-04 3-2-2 4-6-0 4-6-0 3-2-2 &9-14 Plate Offsets (X Y)— [2:0-4-00-1-141 [3:0-5-4 0-2-4][5:0.5-4 0-2-41 [6:0-4-0 0-1-14] LOADING (ps) SPACING- 2-0-0 CSI. DEFL. in (too) Udell 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 Incr NO WB 0.37 Horz(CT) 0.09 6 n/a We 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 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=-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 Do 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=4.2psh BCDL=3.Opsf; 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 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load no rconcurent 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 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 Ib up at 7-0-0. 198 lb down and 204 lb up at 9-0-12, 198 lb down and 204 lb up at 11-0-12, 198 lb down and 204 lb up at 11-11-4, and 198 lb down and 2041b up at 13-11-4, and 327 lb down and 371 lb up at 16-0-0 on top chord, and 606 lb down and 392 lb up at 7-0-0, 94 lb down and 34 lb up at 9-0-12, 94 lb down and 34 lb up at 11-0-12, 94 lb down and 34 lb up at 11-11-4, and 94 lb down and 34 lb up at 13-11-4, and 606 Ib down and 392 lb 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 rioted 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. Rnn PE No72839 MiTek USA, Inc. FL Cad 66M 6904 Padre East Blvd. Tampa FL 33810 Date: May 2,2019 Q WARNING-Vedfydesfgrparametemard REAONOTES ON TRISANO INCLUDED MREKREFERANCEPAGEMO-74YJreV. 11IlL312015BEFOREUSE Design valid for use only with MiTek® connectors. Phis design Is based only upon parameters shown, and is for an IndNldual building component, not ��' a truss system. Before use, the bustling designer must verify the applicability of design parameters and properly incorparote this design into the overall building design. Bracing Indicated is to prevent buckling of Inc Nidual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal Injury and property domcge. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of torsos and truss systems seeAN9ytPl1 Quality Cmeda. DSB49 and BCSI Balding Component 6904 Parke East Blvd. Safety Infoenationovoiloble hom Toss Plate Institute, 218 N. Lee Sheet, Suita3#¢-Poexontlrlo-VA 22314-- Tampa, FL 33610 Job Thus Thus Type Oly Ply=PALMETTOE GARAGET16941989 Q57622 GRA Hip Girder 2 nal Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 Page 2 D:4b?WjJiEx9EaSikajSUVXUzPBJn OBdDLNzbCRsp=VclHioVzOFCPBygMEEuORPMzKbl1 LOAD CASE(S) Standard Concentrated Loads (Ib) Van: 3=-141(B) 5=-141(R) 101=-76(B) 11=-606(B) 8=-606(B) 16=-141(B) 17=-141(B) 18=-141(R) 19=-141(B) 20---76(B) 21=-76(B) 22=-76(B) O WANNNG-Vp4fydesfgnpe etemmdRE DNO7 ON TNISANDMCLUDEDM/rEKREF NCEPAGEI. 74Mmv 14034 ISBEFONE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown. and Is for on Individual building component, not ■` a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated B far prevent buckling of IndlAdual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is alwoys required for stabllity 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, seeANSVIPII Quality Crantu, DS349 and SCSI Building Component 6904 Parke East Blvd. Safety Informational from Truss Plate Institute. 218 N. Lee-s eet-6oh,312, Alexandrla A(A 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T76941990 057622 J1 Jack -Open ` ` 8 1 Job Reference o tional Unamners I russ, Inc., ran rlerce, rL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:05 2019 Page b LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2017/rP12014 Marti LUMBER- TOPCHORD 2x4 SPNo.3 " BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/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 Gray 3=11(LC 17). 2=158(LC 1), 4=22(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 3x4 = DEFL. in (loc) Udefl L/d Ven(LL) 0.00 5 >999 360 Vert(CT) 0.00 5 >999 240 Horz(CT) 0.00 4 n/a n1a Wind(LL) -0.00 5 >999 240 Scale =1:6.5 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% 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; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45tt; L=24N; eave=4111; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS.(directional) and C-C Extedor(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 fall 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 61to uplift at joint 3, 161 Ib uplift at joint 2 and 3lb uplift at joint 4. Waller P. Finn PE NoM39 MRek USA, Inc. FL Cori 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 2,2019 A WARNING- ye9ydeslgnperemetenand READNO7ES ON TMSANDDICLUDEDMREKREFERANCEPAGEMIL74la rev. ldaYl0156EFOREUSE. valid for use only with MTek®connecars. Ihls tleslgn Is based only upon parameters shown. and B for on Individual building component, not Not a husssystemM . Before use, e building designer must verify the applicability of design parameters and properly Incorpomte ibis design Into the overall bulichgdesign. Bracing Indicated btoprevent bucking ofindlviduaihum 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 properly damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of busses and hum systems, seeANSVIPII Gua1Bv CMedo. PS349 antl BCSI Building Component 6904 Parke East BNtl. t3 Sagty bfoenatbrWoiloble from Truss %ate InsfitMe,-Pi6ieerSi Sulfe-3i2-Nexandrio, VA 22314. Tampa, FL M6/8 Job Truss Truss Type City Ply PALMETTO VILLAGE GARAGE T16941991 057622 J3 Jack -Open 8 1 Job Reference (optional) e.44o a urea a zut a Na 1 es mausmes, mc. mu May [ ua:ua:ua 2m 9 rage 1 ID:4b? WjJi Ex9EoSikajSUVXUzPBJn-I)0zm3?rj36Xp3f?PilGaO517Du68faXhCtYUFzKbl? Scale = 1:10.8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wag 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 BC 0.20 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014Matrix-MP Wind(LL) 0.01 4-7 >999 240 Weight: 11 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/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 Grant 3=85(LC 17), 2=219(LC 1), 4=54(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 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=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, Inteffor(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 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 63 lb uplift at joint 3, 159111 uplift at joint 2 and 4 Ib uplift at joint 4. Wafter P. Finn PE No.22339 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ` May 2,2019 Q WARNING -Verity designrmasn.Amand BEAD NOTES ON THIS AND INCLUDED MITEXREFEBANCE PAGE MX7473 re¢ 10A014015 BEFORE USE. Design valid for use only with MneW connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parometers and properly Incorporate this design Into the overall buildingdesign. BracingIndicatedIstopreventbucklingofirdividualtmssweband/wChordmembersonly. Additional temporary and peananenibracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and buss Mtems, meANSVIPiI GualB8yy Crar.M, DS949 and 6CSI Building Component 6904 Parke East Blvd. sadists,Nformailonovoilable from Tmss 9otelnMete, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. F1-88610--- Job Truss Truss Type Cry Ply PALMETTO VILLAGE GARAGE T16941992 Q57622 JS Jack -Open ' 8 7 Jab Reference (optional) Gnambers I rues, Inc., tort rlerae, rL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:07 2019 Page 1 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 TCDL 15.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 ' Rep Stress ]nor YES W B 0.00 BCDL 10.0 Code FBC2017lTPI2014 .Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SP No.3 REACTIONS. (lb/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. (lb) -Max. Comp-IMax. Ten. -All forces 250 (lb) or less except when shown DEFL. in (loc) Vdefl L/d Ved(LL) -0.03 4-7 >999 360 Ved(CT) -0.07 4-7 >837 240 Hom(CT) -0.00 3 n/a n/a Wind(LL) 0.07 4-7 >819 240 BRACING - Scale = 1:14.9 PLATES GRIP MT20 244/190 Weight: 171b FT=20% 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; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11-5, Interior(1) 1-11-5 to 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 1201b uplift at joint 3, 1871b uplift at joint 2 and 10 )b uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 2,2019 Q WARNING- VertlydeslgD Parametereend BEAD NOTES ON THIS AND INCLUDED MBEKBEFERANCEPAGEMB74T3re.. 1da3(1015BEFOHEUSE Design valid for use only with Miele® connectors. This design 6 based only upon parameters shown. antl Is for on Individual building component, not ��- a truss system. Before use, the building designer must verify the cpplicablllty, of design parameters and properly Incorporate this design Into the overall buildingdesign. Bracing lndiccted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fobrlcallon, storage. delivery, erection and bracing of busses and truss systems, seeANNIPII CualMy CM9d0. DS089 and BCSI Brrkdbp Component 6904 Parke East Blvd. Sa1Ny InlOmralbrgvailaFNe 4tomTrussPlote Irsstitute-218 N. Lee Street. Suite 312, Alexandria. VA 22314. empa,-FL-33610— Tr Truss Truss Type GARAGE ;Job T16941993 ]Oly�PIYPALM�ETTOVILLAGI� Jack -Open ' ' o.evu s uec o Zul o mil r ea mausmes, inc. i nu may a uo:vo:u1 zul U Fagg 1 ID:4b7 WjJiEx9EOSikajSUVXUzPBJn.ojJL_POTUMEORD EBzPGV6benvcBCt6ghwsc50hzKbl_ Scale = 1:19.3 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (100) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) -0.08 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vari(CT) -0.22 4-7 >386 240 BCLL 0.0 ' Rep Stress Inc, YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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/Mechanical, 2=392/0-8-0, 4=96/Mechanical Max Ho¢ 2=216(LC 12) Max Uplift 3=-175(LC 12). 2=-219(LC 12), 4=-14(LC 12) Max Gray 3=220(LC 17), 2=392(LC 1), 4=134(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.1$ MWFRS (directional) and C-C EMedor(2)-1-0-11 to 1-11-5, Interiol 1-11-5 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOU7.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcument 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 175 Ib uplift at joint 3, 2191b uplift at joint 2 and 14 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cell 6634 6934 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 O WARNING-VerilydlelR pemmelersend READNOWS ON MISANDWCLUDEDMrtEKREFERANCEPAGEMIP7473rev. ltWYLO15REFOREUSE Design valid for use only with MRel,8 connectors. This design a based only upon parameters shown, and Is for an indMdual building component, not 0 hursi system. Before use, Me building designer must verly the applicobllny, of design parameters and property Incorporate this design Into the overall building design. Bracing indicated 6 to prevent buckling of Indraduai huss web and/or chord members only. Additional temporary and peirnonent bmcing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, greaten and bracing of trusses and huss systems, eeeANSUIPII QuoImI1yy Cristo. pill and SCSI auldlsp Component 4sformatbrvallable fromdrussPlote Institute,218 N. Lee Street Suite 312, Alexandria. VA 22314. 6904 i East iSorfe Tamp.,, -FL 33610 Job Truss Truss Type Cry Ply PALMETTO VILLAGE GARAGE T16941994 Q57622 KJ7 Diagonal Hip Girder 4 1 Jab Reference (pt' p I was, me., ran France, FL 8.240 s Dee 6 2018 MiTek Industries, Inc. Thu May 2 08:06:08 2019 Scale=1:21.4 Ib . 3x4 = Lx4 11 5 3x4 = 7-0-10 2-9-8 LOADING (psQ SPACING- 2-0-0 CS1. DEFL. in (too) Udell 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 [nor NO WS 0.26 HOrz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/fP12014 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 pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=8/Mechanical, 2=609/0-10-15, 5=559/Mechanical Max Harz 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 (Ib) or less except when shown. TOP CHORD 2-3=-880/373 BOT CHORD 2-7=457/768, 6-7=457/768 WEBS 3-7=-100/401, 3-6---1008/600 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.0psf; h=15ft; B=45ft; L=2411; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive 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 107 Us uplift at joint 4, 3781ts 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 Ib up at 1-6-1, 1001b down and 201b up at 1-6-1. 131 It, down and 791b up at 44-0, 131 lb down and 79 lb up at 44-0, and 176 lb down and 144 lb up at 7-1-15, and 176 Ito down and 144 lb up at 7-1-15 on top chord, and 27 Ib down and 6 lb up at 1-6-1, 27 lb down and 6 Ito up at 1-6-1, 27 lb down and 13 Ib up at 4-4-0, 27 Ib down and 13 Its up at 4-4-0, and 521b down and 25 lb up at 7-1-15, and 52 lb down and 25lb 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 (plf) 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(1`=-10, B=-10) Water P. Finn PE No82839 MiTek USA Inc. FL Cent ISU 6904 Parke East Blvd. Tampa FL 33810 Date: May 2,2019 OWARNDIG- Verity dadimparemefel mdREAD NOTES ON TNIS AND INCLUDED MIrEKREFERANCEPAGEMIF74TJrev. laT32p15HEFOREUSE Design valid for use only With MBeka 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 the applicability of Design parameters and properly incorporate this design Into the overall building Design. Bracing indicated B to prevent buckling of mail trusswie and/or chord members only.. Addillonal temporary and permanent bracing MiTek' is always required for slabllity and to prevent collapse with possble personol inlury and property Damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems saCANSVIPI1 Cua18y CmnW, li and SCSI Building Component 6904 Parke East Blvd. rmalbmvaaable from Truss Plate Ins9tute. 218 N. Lee Sheet. Suite 312. Nexoncido. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 14- 13 /4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. LT�j For 4 x 2 orientation, locate plates 0-11re from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text In the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPII : 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 I 6-4-8 I dimenslons shown Inftsixteenths t scale) (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekO All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1., Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI, 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property. owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant. preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer, 17. Install and load vertically unless indicated otherwise. 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/TPI 1 Quality Criteria. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: Q57622 - PALMETTO VILLAGE GARAGE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GRANDE CONSTRUCTION OF FL Project Name: PALMETTO VILLAMbAiv4W-4 del: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. ISeal# ITruss Name I Date 1 IT16941986 JA 5/2119 IT16941967 IAl 1512/19 12 3 T16941988 A2 5/2/19 4 IT16941989 IGRA 5/2/19 5 IT16941990 J1 5/2/19 6 T16941991 J3 5/2/19 I7 IT16941992 IJ5 15/2/19 8 IT16941993 IJ7 15/2/19 19 IT16941994 I KJ7 1512119 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI?PI 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. SCANNED BY St. Luce County p1UrlFpq No 22839 _ �O '. STATE OF :�� Walter R Finn PE No.22639 MTek USA, Inc. FL Cert 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 T76941986 057622 A ATTIC 7 1 Job Reference (optional) a.L4us Use Om to ml l Ox mausVles, Inc. mu may 2Vtl:Ao:uu Lule Scale =1AD.7 4.4 = Ia US = Us = 3x6 = 3x4 = 3x5 = Plate Offsets (X,Y)— (2:0-0-2 Edgel 16:0.0-2 Edge] LOADING (psQ SPACING. 2-0-0 CSI. DEFL, in (Igo) Vdeg Lld PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.30 Vert(L-) -0.08 10-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.2010-13 >999 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.26 Hoa(CT) 0.05 6 nla n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MS Wnd(LL) 0.1010-13 >999 240 Weight: 101 Ib FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8-0, 6=1109/0-6-0 Max Horz 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 shaven. 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, 641=1036/1870 WEBS 4-8=-363/658, 5-8=450/409, 4-10=363/658, 3-10=450/409 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-10-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-1-14 Do bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exte ior(2)-1-0-11 to 1-11-5, Interior(1) 1-11-5 to 11-6-0, Extenor(2) 11-6-0 to 14-6-0. Intedor(1) 14-6.0 to 24-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 pat bottom chord live load noncencument 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 atjoint 2 and 619 to uplift at joint 6. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE Nd.22839 Khrek USA, Ina FL Cart 8834 69"Parke East Blvd Tampa FL 33610 Date: May 2,2019 Q WARNING-VW'Ydesignpanmetars and READ NOTES ON MS AND INCLUDED aKmKNEPENFNCEPAGEjKa7V3aev.ldAlrSO15 BEFORE USE ' Design valid brand onywim Mmek®conneddrs.TNn design is based only upon parameters shovm, and is for an immune! building component not a truss system. Before use, the building designer musiverify the applioebidy of design Parameters and Property Inmryurate this design In. IDe overall bulldingdeslgn. among Indicated Is to Prevent bucid,ofindMdual truss web aMioshord members only. Mdglonaltempome aMpevoaneNMacing MiTek' Is aNnys(en,ui,ed for su iiiy and to Prevent wHoped wMpoastble personal injury and Property damage. ForgeneralgulEameregakingure fabrication. storage, delivery eredion and anufng oftmsess and "as systems. see ANSM11 Quality (friends, DSB49 and Best Building Component SerelyyererrllaDen available from Truss Plate Institute, 218 N. Lee street. Gutle 31Z Alexandria, VA22314, Sales Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply PALMETTO VILLAGE GARAGE T16941987 Q57622 1 Hip 2 1 Job Reference (optional) ...an,uum runs, ma, 1.11 1.arCa, IL �1 024U S uec b zmd Mu ex Inausmes, ma I ❑u May 2 W:W:01 2019 Scale = 1:41.4 4x4 = 4x4 = 4 5 3x5 = 2x3 II US 3x4 = 3x4 = as I 3x5 = 7-6-0 11ao 11z-0o I 1s3-1z 2304) 4 i$ Plate Offsets (X Y)— 12:0-0-2 Edgej I7:D-0-2 Edae) LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (roc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert LL) -0.09 13.16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Verti -0.2313-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 7 Na rile BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.15 13-16 >999 240 Weight: 109 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-7-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-6 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0.8-0, 7=1109/0-8-0 Max Hom 2=180(LC 11) Max Uplift 2=-619(LC 12), 7=619(LC 12) FORCES. (lb) -Max. ComplMax.Ten.- Allforces 250(Ib) or less except when shown. TOP CHORD 2-3=198711235, 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=1OD4/1757, 7-9=1004/1757 WEBS 3.13=23/301, 3-11=-730/549, 4-11=337/467, 5-10=337/467, 640=731/549, 6.9=23/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) W nd: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsh, h=15111; B=45ft; L=24ft; eave=oft; Cat. II; Etp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 1-11.5, Intenor(1) 1-11-5 to 1 t-0-0, Exterior(2) 11-0-0 to 16-2-15, Intenor(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 OOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) ' 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-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 atjoint 2 and 619 lb uplift at Joint 7. Walter P. Finn PE No.23839 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: May 2,2019 AWARMM7-Vadfydes(gnpammeren and READ NOTES ON TMSAND INCLUDIDM?EK REFERENCE PAGE h04T4r5m. fO4Y1015BEFORE USE Design valid or use anywM MTeldsconnectors. lbis design is based only upon parameters shcwn. and is ar an Individual buUning component, not ��• a truss system. Baton use, me building designer must verify me applicability of design parameters and prepery incoryarate Nis design into me overall buildingdesign. Bmchgindicatedistop..MWWJ gofmdMdualtm$s web andlorchommembemonly. Adtlgional temporary eM pemnanem brac'ulg MiTek' is always required for stablrM and to prevent collapse wdh passible personal injury and property damage. For general guidance regarding Bre fabrication, storage, defve , erecllonandbndngof Uusses and bussaystems,see AMoyrKI Quality entente, DS949 and SCSI Building Component 6904 Parke East BIM. SaferylnformoUon available from Tmss Plata Inffiae.218 N Lee 9MO.6 fte 31$Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type ply ply PALMETTO VILLAGE GARAGE T16947988 057622 A2 HiP 2 1 JOE Reference (optional) ..nu,nu=,a Awes. mc.. on fierce, ru 8.2405 Dec a3U16MI I ex industries, Ind. Thu May 206:06:032019 Pagel cl Scale = 1:41.1 4x6 = 4x6 = 4 20 21 5 4xA = 3x4 = 34 = 3x4 = 4x4 = LOADING (psp SPACING- 2-0-0 Cat' DEFL. in (loc) Udell 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 Ven(CT) -0.3711-14 >736 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.17 HOR(CT) 0.05 7 rda file BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wind(-L) OA7 11-14 >999 240 Weight: 97 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-4 cc purlins. BOTCHORD 2x4 SP M 30 BOTCHORD Rigid ceiling directly applied or 6.7-13 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1109I0-8-0, 7=1109/0-8-0 Max Hart 2=150(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=-2047/1420, 3-4=-1728/1193, 4-5=1566/1148, 56=1728/1193, 6-7=2047/1420 BOTCHORD 2-11=1190/1957, 9-11=843/1589, 7-9=-1204/1855 WEBS 3.11=d61/441, 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) W nd: 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 9-0-0. Exteriof(2) 9-0-0 to 13-2-15, Interior(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 ponding. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcuffent 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 lb uplift at Joint 2 and 619 lb uplift at joint 7. Walter P. Finn PE Nd.22839 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd Tampa FL 33610 Dale_: May 2,2019 ®wARNws- VenWansignpvameren andREADNDrES ON rMSAND INCLUDED MTEKREFERENCE PAGEWI-T4lamv. 1G=015BEFOIrE USE Design wild bruse safe with MTek® aonnecbre. fhb design is based only upon parameters shown, and is for an IndiNdual funding Component not a Imss system. Before use, Me building designer must verify the apptinbility of design parameters and properly inmmorate rub design Oto Me overall - buildingdeslgn.Braingirefloated istopreventbuslOng0adnidueltruss web anew toordmembemsail. Addionaltemporeryandpermaneedbradng WOW always required for sW011dy and to prevent collapse with passible personal lniuryand property damage. Forgeneralguidanceregardinglna fabrication, storage. delivery, erectbracing ion and oftrusses and truss systems. see ANSITPII QualifyCrNeda, OSB49 and BCSI Building Component Saleylnford; on avaJablefceTmss Plate Instilute,21BN.Lea Street Sale 319,Alexantlda, VA22314. 6944 Parke East BNd. Tamed FL 36610 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941989 057622 GRA Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL SxBMT18HS = 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 Page 1 2x3 II 5x8 MT18HS = ,;,, r_ 3 16 174 18 19 5 3x10 II 3xS = 3x10 Scale=1:41.1 3-9-14 7-0-0 11&0 16-0-0 19-2-2 23-0-D }&14 3-2-2 4E0 46-0 3-2-2 3-9-14 Plate Offsets ((,Y)— (2:0-4-00-1-1411310-540-2-4115:0-5-40-2-4) f60-4-00.1-141 LOADING (Pat) SPACING. 2-0-0 CSI. DEFL. in floc) UdeS L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(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 2441190 BCLL 0.0 ' Rep Stress Ina NO WB 0.37 Hom(CT) 0.09 6 n/a n1a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1191b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 246 SP 240OF 2.0E WEBS Zed 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 B) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 fb) or less except when shaven. TOP CHORD 2-3=5160/3134, 3.4=-5441/3415, 4-5=5441/3415, 5-6=5159/3134 BOTCHORD 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. BOTCHORD Rigid ceiling directly applied or 6.1-7 oa bracing. NOTES. 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psP. h=15ft; B=45ft; L=241t; eave=4ft; Cat II; Exp C;Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0psf 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 Ib uplift at joint 6. 8) Hanger(s) or other connection devios(s) shall be provided sufficient to support concentrated load(s) 3271b down and 371 lb up at 7-0-0, 1981b down and 204Ib up at 9-0-12, 1981b down and 20416 up at 11-0.12, 198 Ib down and 2041b up at 11-11-4, and 198 Ib dawn and 2041b up at 13-114, and 3271b dawn and 371 Ib up at 16-D-0 on top chord, and 6061b down and 3921b up at 7-0-0. 94 Ib down and 341b up at 9-0-12, 94 Ib down antl 34 Ib up at 11-0-12, 941b down and 341b up at 11-114, and 941b down and 34 Ib up at 13-114, and (3061b down antl 3921b up al 15-114 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 Wss 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 Waher P. Finn PE No.22639 MiTek USA, Inc. FL Cod 6634 6904 Paden East Blvd. Tampa FL 33610 Date Mav 2.2019 ®WARNING-VadlydWgnpmmsten dREADNO7ESON7NISANDINCLUDEOMIIEKREFERENCEPAGEW&7n3r lAD=V SBEFOREUSE Design valid brute onywsh MReMamnrh eWn. This design is based only upon parameters shown. and Is for an individual baking c,mponenk- not a Wss system. Before use, the building designer must veinydie appbwbahty of design peramete= and properly incorporate Nis design into be overall ■ building design. Bracing indicated is 10 prevent bu&rng ofin4Mdual tress web shaver Nord members ony. Additional temporary and permanent brain, MiTek' it always required for 4abildy and to prevent earepse was possible personal lnbeyand property damage. Forgenemlguldanceregeninglhe fabricator. stoage,delivery, erection and beading d thisses and Vusf systems, see ANSUFFII Oualfty Cdada, OSB49 and SCSI Bulldln9 Component 6904 Parke East BIW. Safefylnfamabon avallabletram Truss Plate InsNule,210 N.Lee Slal Sube312. Alexandra,VA22314. Tampa. FL aside Truss Truss Type all, Ply PALMETTO VILLAGE GARAGE rJob T16941989 037622 GRA Hip Glider 2 1 Job Reference a lional Unambers Truss, Inc., Fort Pieroe, FL 5,240a Dec 62018 MiTek Industries, Inc. Thu May 2 08:06:04 2019 Paget ID:4b7 WjJiEz9EoSikajSUVXUzP BJn-08dDLNzbCRspamVclHioVzOFCPUgMEEuORPMzKb11 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=141(S) 5=141(19) 10=76(13) 11=-605(B) 8=-606(B) 16=141(13) 17=141(B) 18=141(B) 19=141(B) 20=-76(B) 21=76(B) 22=76(B) ®WABMNB- gedrydoslgn Pimen.l sandREADNDr6 ON ms mDINmuDEDAgrEKREFERENCE PAGE M1F7w3-,- foormor5BEFORE IISE. Design valid foruse onlytiln We lboonneclos. This design Is based only upon parameters shown, and Is for an individual bolding mmpontnt,nm a Wss system. Before use. Me building designer must verify Ne applicabibry of design parameters and property Incorporate this design into Me overall buildmgdoegn. Bracing Indicated is to prevent Welding of NdMdual Miss web w&%Nord members only. Motional temporary an and peunent bracing MiTek' Is always required for stabllgy and to prevent collapse whb possible personal Injury and property damage. Forgeneralguldancaregailingthe fabrication. storage, delivery, emotion and bating oftonses and also systems, see ANSMil Duality Criteria, DSB49 and SCSI Building Component 6904 Parke East BIM. Salerylnformadon available hom Tmss Pia a tnst Oe.216 N. Lm S met, 6ude 3lZ Aemndda, VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply PALMETTOVILLAGEGARAGE T16941990 057622 Ji Jack -Open 8 1 Job Releren� foot email d.eau s uec o Au to mu i ex incusines, Inc. i nu may z ummud Lulu Pane 1 Scale = 1:6.5 Sol = LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (IQc) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 We n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -MP Wall -0.00 5 >999 240 Weight 5 Us FT=20% LUMBER- BRACING - TOP CHORD 2x4 SO 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/Mechanical, 2=158/0-8-0, 4=-3/Mechanical Max Hom 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. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.0pst h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Its uplift at joint 3, 161 Ili uplift at joint 2 and 3 Ili uplift at joint 4. Walter P. Finn PE Nd.22839 Mrruk USA, Inc FL Cart 68W 6904 Parke East Blvd Tampa FL 33610 Data; May 2,2019 AWABMNG-Vedry design panmebn antl BEAD NDTES ON TMSANDINCLUDEDIIOrEKREFENFlICEPAWWP703r 1693201SBEFORE USE Design valid had use only with MReA®connector. This design is based only upon pvameten stream, antl is for an individual building component, not a buss system. Beeneuse, Me building designermust verily the appOfabiliN of design parameters and impaMicmr,once Nis design Into the overall buildingdesign. Bracing Indicated is to pnwN bouldeg a Individual truss web under choral members unlit. Additional temporary and Wonanant bredng MiTek' Is always required for stablgly and to preverd wilapse wdh possible personal lnlury and progeny damage. Forgeneratguldancangaraingme fabdsakin,storage. dehary, amcion and among oftrusses and truss systems.see ANSIRPII Quality Comda, DSB49 and SCSI Building Component 6904 Parke East Blvd. Solerylnlormafion avagablebam TnssPIM.Inslilute,218N.L.e Street Suhe312,A.dda.VA=14. Tampa. FL 30610 Job Truss Truss Type Oty Ply PALMETTO VILLAGE GARAGE T16941991 057622 J3 Jack -Open 8 1 Jab Reference (optional) unamoers Imss, Inc., von rlerce, rL 3x4 = 624U S Lac 6 zuld mu ex Inausmes, Inc. I nu May 2 0:06:06 2019 Page 1 ID:4b7 WjJiEx9EoSlhajSU VXUzPBJn-KXIzm37rj36Xp3f1PilGaO517Du68faXhCIYUFzKbl7 Scale=1:10.8 3-ao LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(L-) -0.00 7 -999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Ven(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rule BCDL 10.0 Code FBC20177rP12014 Matrix -MP Wnd(LL) 0.01 4-7 >999 240 Weight: 111b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/s¢e) 3=81/Mechanica1, 2=219/0-8-0, 4=38/Mechanical Max Ho¢ 2=115(LC 12) Max Uplift 3=63(LC 12), 2=159(LC 12), 4=-4(LC 9) Max Gray 3=85(LC 17), 2=219(LC 1). 4=54(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -Aft forces 250(I1b) 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: ASCE 7-t0; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1_=3.0psf; h=15fl; B=45fl; L=24ft; eave=4ft; Cat. II; Fxp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exlerior(2)-1-0-11 to 1-11-5. Interior(1) 1-11-510 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 pat bottom chord live load nonconcurtenl 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 chard and any other members. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 63111 uplift at joint 3, 159111 uplift at joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Inc FL Cod 9634 69H Parke East Blvd. Tampa FL 31610 Data: May 2,2019 ®WARMING- VonfydeLOnparameter and READNOiEs ON MSANDINCLUDEDA1IrEKREFERENCEPAGEA5W473r 1=3R015BEFORE USE Design valid Mruse only won MTekse connections. This design is based only upon paiamears shown, and blares Individual budding component, net a Vass system. Before use, 0e building dodgnermust vedlythe applicability ofdesi n parameters and properly lammoode Mile design into be mean= ■ building design. gracing Indicated is to prevent Meaning 0Indidual bass web and'or chord Members Ony. Adifil l temporary and remained bracing MiTek' Is always required or stiablM, and to prowls codepse with possible personal lNury and property damage. For general guidance regarding Me fabrication, storage, dervery, erection and bracing of trusses and bass systems, see ANinnull Quality Cdrcda, DS949 and BCSl Building Component 6904 Parka East Blvd. SaMeylnlormWon available from Truss Plate Institute. 218 N. Lea Sc eet. Suite 312 Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type 0ty Piy PALMETTO VILLAGE GARAGE T76941992 Lb 622 JS Jack -Open 8 1 Job Reference (optional) Unamoers I was, Inc.. ra, rlene, rL 3x4 = u.eau s use b zmo mu ex in,ubuiab, Inc. I nu may n uo:w:vr zu IV LOADING (psQ SPACING- 2-0-0 CSI. DEFL, in (loc) Ude8 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(ILL) -0.03 4-7 -999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.07 4-7 >837 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matra -MP Wind(LL) 0.07 4-7 >819 240 LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=147/Mechanical, 2=304f0-e-0, 4=66/Mechanical Max Hom 2=165(LC 12) Max Uplift 3=-120(LC 12), 2=187(1_(C 12), 4=10(LC 12) Max Grav 3=153(LC 17), 2=304(LC 1), 4=94(LC 3) FORCES. (Ib)-Mail Compi/Max.Ten.-All forces 250(lb) or less except when shown. Scale=1:14.9 PLATES GRIP MT20 2441190 Weight: 171b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VuH=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; 3=4511; 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 4-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonwncurrenl 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 1871b uplift at joint 2 and 101b uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Can 6874 6904 Parka East Blvd. Tampa FL 33610 Date: May 2,2019 QWARNING- Vedlydesignparemeters end READNOTES ON TNISANDINCLUDEDM1IIIEKBEFEBENCEGAGE,IOF7Q3-10017015 BEFORE USE Design wild far use onywbh MReMsconnectors. TMs design Is based ony upon parameters shown, and Is for an ImlMdual bolding component, not abuse system. Before use. the building deslgnermust vedythe applicability of design parameters and pmpedy Inmryorate Nis design into the overall bulldingdeslgn. Building Indicated is to buckling oflndiAdual truss web endear Nod member any. Addhldnaltemporaryandpermanentbracing MiTek' prewnt Is sways required for stability and to prewnt collapse with possible personal injury and pmpeM damage. For geneml guidance regarding Fire fabreation.storage. deWery. erection and erasing of mosses and buss systems, we oNSM110ualiy Cdrda, DSB49 and BCS1 Building Component 6904 Park, East BIW. Safoylaamor ea available fmm Tmss Posts Insidute, 218 N Lee Sbee4 Sufte3t2. Alexandra, VA22J14. Tampa, FL 36610 Job Truss Truss Type Q(y ply METTO VILLAGE GARAGE T76941993 :Reference 057622 J7 Jack -Open 12 1 (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dee 6 2018 MiTek Industries, Inc. Thu May 2 08:05:07 2019 Page 1 I D:4b?WJiEz9EoSikajSUVXUzPBJnbjJL_POTUMEORDEBzPGV6benvcOCt6ghwsc5OhzKbl_ Scale=1:19.3 Plate Offsets (X.Y)— f2:0-1-6 Edge1 LOADING (pat) 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 TCDL 15.0 Lumber DOL 115 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 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Wind(L-) 0.17 4-7 >490 240 Weight: 23111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=211/Mechanical, 2=39210-8-0, 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. (Ib)-Max. CompJMax.Ten. - All forces 250(Ib) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eavem4ft; Cat. II; 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 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 nonconcuff ant 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 Re uplift at joint 2 and 14lb uplift at joint 4. Walter P. Finn PE No22839 MTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 2,2019 ®WARMING - VarNy deake parameters and NERD NOTES ON TNIS ANQ INCLUDED MNEK NEFEBENCE PAGE MIF7473 rev. 14/031015 BEFORE USE Design valid for use onywan MTek®conneclon. This design is based only upon parameters shown, and is axon individual building component not a truss system. Below use. Me building designer mustvedythe appacebilnyofdesgn parameters and propedy Immi,orate this design Into ne Mumall buildingdesign. Gracing indicated is to prevent buckling of lndMEual truss web andlor cbcm members ony. MdnionaltempOray BMpemanentbracing MiTek' is alvays required for stabany and to prevent collapse win possible personal injury and property damage. Forgenealguidanceregarding Ube fabrication, storage. delivery, erection and bracing oftmsses and truss systems,see ANS17PH Quality CUtena, DSB49 antl SCSI Boodle, Component Tamp Parke East Blvd. Sarelylmomentlon ava6abk hom Truss Plate lnsNute, 218 N. Lee Street Sude 312, Alexanau, VA 2231d. Tampa, FL 36610 Job Truss Truss Type Qly Ply PALMETTO VILLAGE GARAGE T16941994 057622 KJ7 Diagonal Hip Girder q 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu May 2 08:06:08 2019 Page 1 Scale ==121.4 1_9 , 3x4 = `sa " 5 3.4 = 7-0-10 2- LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) 11deft L/d 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 Incr NO WE 0.26 Horz(CT) 0.01 5 n1a rVa BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(-L) 0.08 7-10 >999 240 Weight: 391b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=8/Mechanica1, 2=609/0-10-15, 5=559/Mechanical Max Hom 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(lb) or less except when shown. TOP CHORD 2-3=880/373 BOT CHORD 2-7=-457/768, 6-7=457f768 WEBS 3-7=100/401, 3-6=1008/600 NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf, BCDL=3.Opsf; h=15ft; 3=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=4.60 plate gnp 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 107 Ib 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) 1001b dam and 20 Do up at 1-6-1, 1DO It, down and 20 It, up at 1-6-1, 131 Ib dam and 79 lb up at 4-4-0, 131 to down and 79 It, up at 4-4-0, and 176 Ito dawn and 144 lb up at 7-1-15. and 176 to doom and 144 lb up at 7-1-15 on lop chord, and 271b down and 6 Ito up at 1-6-1, 271b dawn and GIB up at 1-6-1. 27 lb down and 131b up at 4-4-0. 271b doom and 131b up at 4-4-0, and 5216 dawn and 25 lb up at 7-1-15, and 52 lb down and 25 Ito up at 7-1-15 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .Uniform Loads (pit) Vert: 1-4=70, 5-8=20 Concentrated Loads (Ib) Vert: 3=-95(F=-48, B=48) 7=79(F=40, 13=40)14=-20(F=-10, B=-10) warder P. Finn PE No.22839 MiTak USA, Inc FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Oata: May 2,2019 ®WARNING - Variry, Eesignparamefers andREAD NOTES ON TNISAND WCLUDED,YIfEK REFERENCE PAGE MIA74T3 rev. I&VUxiafS BEFORE USE Design valid rot use only with MiTexge Connectors. This design is based only upon parameters shown. and is for an iromdual bulCng component, not a truss system. Before use, the building designer must vedy IDe applicability of design parameters and property incoTorate this design Into the overall buildingdesign. BmcglndicatedistopmvntburhgMmdMdual WsswebaMar NoMMembersony. Matt anal temporary arM permanent bracing MiTek- iselwaysrequiredforcomiMandtoprevmticoAapsewithpossiblepersonalinjuryandpropeMdamage. Forgenemlguidareeregardingthe fabdoxon.storage. celivery,erection and bating ofWsses and mass systems. see ANSUTPIf Qualityhdeda, DSaa9 and BCSI Building Component 69D4 Parke East BM. SafelylnloranaUon availablefmm Truss Plaminstkme.218N.Lesoireet,Suite312.Ml andna,VA22314. Tampa,R 26610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION tl 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11Br For 4 x 2 orientation, locate plates 0- Y,d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, • Installing & Bracing. of Metal Plate Connected Wood Trusses. 648 I I dimensions shown o oaft-le) ixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 e2-3 WEBS q� 4 CI M m h y ❑ 0 2 " ''� ''t 3 WO a a Or cze csr css 0 BOTTOM 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 Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Fallow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrl-PI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load defection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. 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 ANSIrrPI 1 Quality Criteria.