Loading...
HomeMy WebLinkAboutTRUSSaiv 7- oZo�sa # BP i } 6P # CJ3 CJ3 I 10) I Al _EJ5 EJ5; _I d A2 A3 A4 If' AS A A4 A3 A2 Al x I+ I I EJ710) I -yX,�EJ5- - '1-- Jt �EJS •. CJ3 C`14i RKETVED AUG" 41011 Perm►ttmg 9e aneuont St. �,� r G IUN.ER SO7E�ULE a nwa a F fs3• y fs3� -} b 3 6' } b# w wa fyiatlmi ss. w..ntttt, mFcn.clw.,sacot Da tro cavT .li.be! It. t o N imm�mrtnl u a Be .v F+O.w.9 eet a! WpCeY FBC.QO Y.un Net c TR F«F.m al o IAN tmyaRaip F.ap1 m Dew CeC � Fikm�tm 'lI OY Ya4P5 ,�eso..a tm mm us � �ewm FIOCq Oet A c sa. en er w Xet e191e' v.pvptnwp.t.�.nfmamm. tea. o� ramwmn:�lmvr.lmun ta�ne..wW Fa e..t N ttw.a ti,nart. Npwtl Otn GARAGE MICHAELBACELO o)ect # 511633 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. yMiTek® RE: 511633 -MICHAEL BACELO . MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: MICHAEL BACELO Project Name: GARAGE Model: - Tampa, FL 33610-4115 Lot/Block: - Subdivision: - Address: 4900 TREE TOP TR., - City: FT. PIERCE 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: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 12 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23868935 Al 5/10/21 2 T23868936 A2 5/10/21 3 T23868937 A3 5/10/21 4 T23868938 A4 5/10/21 5 T23868939 A5 5/10/21 6 T23868940 A6 5/10/21 7 T23868941 CA 5/10/21 8 T23868942 CJ3 5/10/21 9 T23868943 EJ5 5/10/21 10 T23868944 EJ7 5/10/21 11 T23868945 H 1 5/10/21 12 T23868946 HJ5 5/10/21 This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. 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 shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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. ojuSti No 34869 : 13 STATE OF 4U Ss,O N P► ��� �. Julius Lee PE No.34869 MIT& USA, Inc. It Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,2021 Lee, Julius 1 of 1 Job Truss Truss Type Qty Ply MICHAEL BACELO T23868935 511633 Al Hip Girder 2 1 ' Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:24 2021 Page 1 ID:Gpngk5KjYxsuJJSLXBZgYPzTBE1-OWFKcunYOVFFM53oFcrWgBcLgaA?67VJkOri IzJC2P 211 , 5-0-12 7-0-0 12-5-7 , 18-0-9 23�-0 25-5-0 , 30-6-0 32-6-0 2-0-0 5-0-12 1-114 55-7 573 5-5-7 1-11� 5-0-12 2-0-0 m 1 6 4.00 FIT 6x8 = 2x4 11 3x4 = 6x8 = 3x4 10 -10 33 34 14 35 36 37 38 1' 39 40 - 11 NOP2X STP = 2x4 11 3x4 = 4x12 = 7x14 MT20HS = 7x14 MT20HS = 3x4 = 2x4 II Scale=1:56.4 N0P2X STP = 4x12 = V O ]6 6 5-0-12 711 1257 18-0-9 23-6-0 25 5<3 , _ _ _ 30-6 0 5-0-12 1-11' 55-7 5-7-3 5-5-7 1-11� 5-0-12 Plate Offsets (X Y)— [2:0-6-0 0-1-11] [4:0-4-0 0-2-6] [7:0-4-0 0-2-6] [9:0-6-0 0-1-11] [13:0-7-0,0-4-81,[14:0-7-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.49 13-14 >754 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.99 13-14 >370 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.55 13-14 >660 240 Weight: 184 ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except' TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc pudins, 4-7: 2x6 SP DSS except BOT CHORD 2x6 SP DSS 2-0-0 oc purlins (2-5-15 max.): 4-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing. REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=58(LC 24) Max Uplift 2=-943(LC 8), 9=-943(LC 8) Max Grav 2=2632(LC 1), 9=2632(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7215/2256, 3-4=-6964/2177, 4-5=-9200/2871, 5-6=-9195/2868, 6-7=9208/2878, 7-8=-6962/2176, 8-9=-7215/2257 BOT CHORD 2-16=-2035/6817, 15-16=2035/6817, 14-1 5=-1 918/6565, 13-14=-2718/9202, 12-13=-1917/6563,11-12=-2036/6817,9-11=-2036/6817 WEBS 3-15=-284/149, 4-15=-113/727, 4-14=-860/2910, 5-14=826/508, 6-13=-850/510, 7-13=-868/2919, 7-12=4 11 f725, 8-12=-286/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This item has been 5) All plates are MT20 plates unless otherwise indicated. electronically Signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Reviewed, PE 7) ' 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 using a Digital Signature. will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except Qt=lb) Printed copies of this 2=943, 9=943. document are not considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and sealed and the 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 Ib down and 135 Ib up at signature must be verified 7-0-0. 116 Ib down and 134 Ib up at 9-0-12, 116 Ib down and 134 Ib up at 11-0-12, 116 Ib down and 134 lb up at 13-0-12, 116 Ib down and 134 Ib up at 15-0-12, 116 Ib down and 134 Ib up at 15-5-4, 116 Ib down and 134 Ib up at 17-5-4, 116 Ib down and 134 on any electronic copies. Ib up at 19-5-4, and 116 Ib down and 134 Ib up at 21-5-4, and 134 Ib down and 135 Ib up at 23-6-0 on top chord, and 391 Ib down Julius Lee PE No:34869 and 168 Ib up at 5-0-12, 85 Ib down at 7-0-12, 85 Ib down at 9-0-12, 85 Ib down at 11-0-12, 85 Ib down at 13-0-12, 85 Ib down at MTek USA, Inc. FL Cart 6634 15-0-12, 85 Ib down at 15-5-4, 85 Ib down at 17-5-4, 85 Ib down at 19-5-4, 85 Ib down at 21-5-4, and 85 Ib down at 23-5-4, and 6904 Parke East Blvd. Tampa FL 33610 391 Ib down and 168 Ib up at 25-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of Date: ' others. �Odatjnd,f May 10,2021 * W0498SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type city Ply MICHAEL BACELO T23868935 511633 Al Hip Girder 2 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:24 2021 Page 2 ID:Gpngk5KjYxsuJJSLX8ZgYPzT8E1-OWFKcunYOVFFM53oFcrWgBcLgaA?67VJkOri_IzJC2P LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 4=-116(B) 7=-116(B) 16=-391(B) 15=-65(B) 12=-65(B) 11=391(B) 22=116(B) 24=-116(B) 25=-116(B) 26=-116(B) 27=-116(B) 28=116(B) 29=-116(B) 31=-116(B) 33=-65(B) 34=-65(B) 35=-65(B) 36=-65(B) 37=-65(B) 38=-65(B) 39=-65(B) 40=-65(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. 'Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MICHAEL BACELO T23868936 511633 A2 Hip 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:25 2021 Page 1 ID:Gpngk5KjYxsuJJSLXBZgYPzT8E1-UioipEoBnoN6_Fe?pKMINP9Ug_TGrg4SygaGWkzJC20 2-0-0 4-11-7 9-0-0 15-3-0 21-6 0 25-0-9 30-" 32-0-0 , 2-0-0 4-11-7 4-0-9 6-3-0 6-3-0 4-0-9 4-11-7 2-0-0 Scale = 1:56. 6 4x4 = 4.00 12 5x6 = 2x4 11 5x6 = 4 ,o ter, 5 1L 11 lu 44 = 5x8 = 4x4 = 4x4 = m IDS 6 9-0-0 15-3-0 21.6-0 30-6-0 9-0-0 6-3-0 6-M 9-0-0 Plate Offsets (X,Y)— [11:04-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.26 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.50 11-12 >731 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.29 11 >999 240 Weight: 143lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 cc purins, except BOT CHORD 2x4 SP No.2 2-0-0 cc purlins (2-6-5 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-10 cc bracing. REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=71(LC 11) Max Uplift 2=-550(LC 12), 8=-550(LC 12) Max Grav 2=1340(LC 1), 8=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3107/1733, 3-4=-2755/1475, 4-5=-3109/1752, 5-6=-3109/1752, 6-7=2755/1475, 7-8=-3107/1732 BOT CHORD 2-12=1526/2922, 11-12=1195/2561, 10-11=-1214/2561, 8-1 0=-1 545/2922 WEBS 3-12=-379/357, 4-12=-46/396, 4-11 =373l`730, 5-11=-427/378, 6-11=-373/730, 6-10=46/396, 7-10=-379/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=31ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 9-0-0, Exterior(2R) 9-0-0 to 13-3-12, Interior(1) 13-3-12 to 21-6-0, Exterior(2R) 21-6-0 to 25-7-2, Interior(1) 25-7-2 to 32-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 5) All plates are MT20 plates unless otherwise indicated. electronically Signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Sealed by Reviewed, PE 7) This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) Printed copies of this 2=550, 8=550. document are not Considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signed and Sealed and the signature must be verified on any electronic copies. Julius Leo PE No: 34869 MiTek USA, Inc. FL Cott 6834 6904 Parke East Blvd. Tampa FL 33810 Date: May 10,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MICHAEL BACELO T23868937 511633 �A3 Hip 2 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:26 2021 Page 1 ID:Gpngk5KjYxsuJJSLX8ZgYPzT8E1-yvM40appY6VzcPDBM1t_vchkWOg5a7abBKKp2BzJC2N 2-0-0 5-10-14 11_" 15 3-0 19 6-0 24-7-2 30-6-0 32.6-0 2-0-0 5-10-14 5-1-2 4-314-3-0 5-1-2 5-10-14 2-M 6 5x6 = If1 IJ 4x4 = 2x4 13x8 = 3x4 = 3x4 = s 5x6 = 3x8 = 2x4 11 4x4 = Scale = 1:56.41 N 0 5-10-14 i 11-0-0 19 6-0 24-7-2 30b-0 5-10-14 5-1-2 8£-0 5-1-2 5 10-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.49 Vert(LL) -0.23 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.56 11-13 >658 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wnd(LL) 0.24 11-13 >999 240 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins (3-8-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-84(LC 10) Max Uplift 2=-550(LC 12), 8=-550(LC 12) Max Grav 2=1340(LC 1), 8=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3109/1690, 3-4=-2520/1391, 4-5=-2320/1363, 5-6=-2320/1363, 6-7=2520/1391, 7-8=3109/1690 BOT CHORD 2-14=-1484/2909, 13-14=1484/2909, 11-13=-1229/2478, 10-11=-1502/2909, 8-10=-1502/2909 WEBS 3-13=-619/432, 4-13=-187/522, 5-13=-338/218, 5-11=-338/218, 6-11=187/522, 7-11=-619/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=31ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 11-0-0, Exterior(2R) 11-0-0 to 15-3-0, Interior(1) 15-3-0 to 19-6-0, Exterior(2R) 19-6-0 to 23-9-12, Interior(1) 23-9-12 to 32-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This item has been 5) All plates are MT20 plates unless otherwise indicated. electronically Signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Sealed by Reviewed, PE 7) 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 using a Digital Signature. will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) Printed copies of this 2=550, 8=550. document are not Considered 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signed and Sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,2021 Alk WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. •Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MICHAEL BACELO T23868938 511633 A4 Hip 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:28 2021 Page 1 ID:Gpngk5KjYxsuJJSLX8ZgYPzT8E1-vHUrRGg33jmhdNZUSwS?1n2KBW02yxufepw73zJC2L 2-0-0 , 6-114 13-0-0 17-M 23-6-12 30-6-0 32-M 2-0-0 ' 6-11-4 6-0-12 4-M 6-0-12 6-11-4 2-0-0 44 = 5x6 = 2x4 11 5x6 = 5x6 = 4xB = 2x4 II Scale = 1:56.4 6-11-0 13-0-0 17�-0 23-6-12 30.6-0 6-11 6-0-12 416 6-0-12 6-114 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 10-11 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.40 9-10 >922 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wlnd(LL) 0.23 10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=97(LC 11) Max Uplift 2=-550(LC 12), 7=-550(LC 12) Max Grav 2=1340(LC 1). 7=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3058/1664, 3-4=-2285/1324, 4-5=-2083/1271, 5-6=2265/1292, 6-7=3059/1606 BOT CHORD 2-12=-1450/2853, 11-12=1450/2853, 10-11=-980/2079, 9-10=1413/2854, 7-9=-1413/2854 WEBS 3-12=0/264, 3-11=-812/498, 4-11=-127/431, 5-10=-128/431, 6-10=-828/507, 6-9=0/269 4x4 = PLATES GRIP MT20 244/190 Weight: 145 lb FT = 20% Structural wood sheathing directly applied or 2-9-7 oc purlins, except 2-0-0 oc purlins (3-10-8 max.): 4-5. Rigid ceiling directly applied or 4-10-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 13-0-0, Exterior(2E) 13-0-0 to 17-6-0, Exterjor(2R) 17-6-0 to 21-9-12, Interior(1) 21-9-12 to 32-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=550, 7=550. 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 bate: May 10,2021 14 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek0 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MICHAEL BACELO T23868939 511633 A5 Hip 2 1 Jab Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:29 2021 Page 1 ID:Gpngk5KjYxsuJJSLXBZgYPzT8E1-NU2DfcrhgluYTsym29RhXFJAsbganTg2tIYTfWzJC2K 15-6-0 -2-010 B-0-6 15-0-0 15 0 22-5-10 30-6.0 32-6-0 2-0-0 8.0.6 6-11-10 0- - 6-11-10 8-0-6 2-0-0 0-3-0 Scale = 1:57.4 u, d 4.00 12 4x6 = 4x4 = 2x4 11 5x8 = 2x4 11 4x4 = 8-0-6 15-3-0 22-5-10 IM 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.19 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.41 8-9 >894 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.22 9 >999 240 Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-9, 5-9 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=111(LC 11) Max Uplift 2=-550(LC 12). 6=-550(LC 12) Max Grant 2=1340(LC 1).6=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2978/1505, 3-4=-2021/1102, 4-5=-2021/1102, 5-6=-2978/1505 BOT CHORD 2-10=-1287/2769, 9-10=-1290/2762, 8-9=-1308/2762, 6-8=1305/2769 WEBS 3-10=0/320, 3-9=-1001/695, 4-9=312/837, 5-9=1001/595, 5-8=0/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=31ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 15-3-0, Exterior(2R) 15-3-0 to 19-6-12, Interior(1) 19-6-12 to 32-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) sealed by Reviewed, PE 2=550, 6=550. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius, Lee PE No. 34869 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MICHAEL BACELO T23868940 511633 A6 Common 7 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:30 2021 Page 1 ID:Gpngk5KIYxsuJJSLX8ZgYPzT8E1-rgcbsxsJbLOP4OXybtyw4SsLa?ApWwgB6yliByzJC2J 2-M 8-0-6 15-3-0 22-5-10 30-0-0 32-0-0 2-0-0 8-M 7-2-10 7-2-10 8-0-6 2 n 0 44 = Plate 8-0-6 2x4 11 4.00 12 15-3-0 46 = 5x8 = Scale=1:55.4 j7 0 2x4 11 4x4 = 30-0-0 8-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.19 9 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.41 8-9 >895 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.22 9 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=111(LC 11) Max Uplift 2=-550(LC 12), 6=-550(LC 12) Max Grav 2=1340(LC 1). 6=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2978/1468, 3-4=-2010/1071, 4-5=-2010/1071, 5-6=-2978/1467 BOT CHORD 2-10=-1245/2769, 9-10=-1248/2762, 8-9=-1272/2762, 6-8=1269/2769 WEBS 4-9=-313/848, 5-9=-1013/586, 5-8=0/320, 3-9=-1013/586, 3-10=0/320 PLATES GRIP MT20 244/190 Weight: 136 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-9. 3-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 15-3-0, Exterior(2R) 15-3-0 to 18-3-10, Interior(1) 18-3-10 to 32-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 20.0psf 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 100 lb uplift at joint(s) except (jt=lb) 2=550, 6=550. This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE NO.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,202' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek®. 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MICHAEL BACELO T2386894 511633 CA Comer Jack 8 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:31 2021 Page 1 ID:Gpngk5KjYxsuJJSLX8ZgYPzT8E1-JsAz4HtxMe8GiA589aT9cgOccPkOFRWCLc1ajOzJC21 -2-0-0 1-0-0 2-0-0 1-M Scale = pr 0 N M 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=64(LC 12) Max Uplift 3=-20(LC 1), 2=-285(LC 12), 4=-62(LC 1) Max Grav 3=38(LC 12), 2=281(LC 1), 4=91(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=lb) 2=285. This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not consider) signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No: 34869 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,20 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MICHAEL BACELO I T2386894 511633 CJ3 Comer Jack 8 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:32 2021 Page 1 I D:Gpngk5KjYxsuJJSLXBZgYPzT8E1-n2jLHdta7yG7KKgLjl_09txn0o3K_umUaGn7GgzJC2H -2-M 3-M - 2-0-0 3-0-0 Scale = 1:10 ' 3 4.00 12 2 M N O N STP = 8 A° 4 3x4 = 3-M 3-0-0 Plate Offsets X,Y — 2:0-2-14,0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 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 FBC2020ITP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=96(LC 12) Max Uplift 3=-24(LC 12), 2=-210(LC 12) Max Grav 3=55(LC 1), 2=278(LC 1), 4=46(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=210. This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not considerec signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No: 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,202I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl9 Quality Criteria, DSB•89 and BCSi Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 it Job Truss Truss Type Qty Ply MICHAEL BACELO T2386894 5.11633 EJ5 Jack -Open 4 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:33 2021 Page 1 ID:Gpngk5KjYxsuJJSLX8ZgYPzT8E1-FFHjUzuCuGOzxUFXH?Vdi5UxaCLdjL?dowWhoHzJC2G -2-M 5-0-0 2-0-0 5-0-0 Scale = 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.05 4-7 >999 240 Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=128(LC 12) Max Uplift 3=-71(LC 12), 2=-212(LC 12) Max Grav 3=117(LC 1), 2=342(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=212. This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not consider signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No:34869 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,2( ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 propedy incorporate this design into the overall building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/t Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 II Job Truss Truss Type Qty Ply MICHAEL BACELO T2386894 511633 EJ7 Jack -Open 20 1 Job Reference (optional)I Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:33 2021 Page 1 ID:Gpngk5KjYxsuJJSLXBZgYPzTBE1-FFHjUzuCuGOzxUFXH?Vdi5Up3CGkjL?dOWWhOHZJC2G 7-0-0 2-0-0 7-M Scale = 1:17 3 i 4.00 12 i i B N r� I , N M N 2 N 1 6• 4 3x4 = 7-M I 7-0-0 Plate Offsets X,Y — 2:0-2-14,0-0-2 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.09 4-7 >955 360 MT20 244/190 TCDL 10.0 Lumber COL 1.25 BC 0.68 Vert(CT) -0.21 4-7 >389 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.19 4-7 >446 240 Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=160(LC 12) Max Uplift 3=-113(LC 12), 2=-226(LC 12) Max Grav 3=176(LC 1), 2=415(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-0-0 to 0-9-12, Interior(1) 0-9-12 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 3=113, 2=226. This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not considerec signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No:34869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 10,202' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. ' Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply MICHAEL BACELO 511633 H1 Half Hip Girder 4 1 T2386894 � Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 6 14:09:34 2021 Page 1 ID:Gpngk5KjYxsuJJSLXBZgYPzT8E1-jRr6iJvgfZWgZdgjgj1sEIOBXcjdSmDnlaGEKjzJC2F i - 5-0-0 7-0-0 _0_0 - 2-0-0 5-0-0 2-0-0 Scale = 1:17 5x6 = 3x4 = 3 4 4.00 12 i i 2 N TP = LA 1 4' 6 3x4 = 5 2x4 = 2x4 11 i 5-M i 7-0-0 5-0-0 2-0-0 Plate Offsets X,Y — 2:0-0-2,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 6-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.02 6-9 >999 240 Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 cc purlins (6-0-0 max.): 3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=129(LC 8) Max Uplift 5=139(LC 5), 2=250(1_13 8) Max Grav 5=410(LC 1). 2=471(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-491/97, 3-4=-445/127, 4-5=-409/145 BOT CHORD 2-6=-111/428 WEBS 4-6-162/577 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. This item has been 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) electronically signed and 5=139, 2=250. sealed by Reviewed, PE 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Digital Signature. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 lb down and 236 lb up at using a 5-0-0 on top chord, and 115 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the Printed copies of this responsibility of others, document are not Considered 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Vert: 1-3=60, 3-4=60, 5-7=-20 Julius Lea PE No: 34869 Concentrated Loads (lb) MTek USA, Ino. FL Cart 6834 Vert: 3=133(B) 6=-79(B) Parke East Blvd. Tampa FL 33610 Date: May 10,202 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® 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 building design. Bracing indicated Is to prevent buckling of individual truss web andfor 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f Oualrty Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qry PIy MICHAEL BACELO T2386894 !j11633 HJ5 Diagonal Hip Girder 4 1 Job Reference (optional) i � I WUCLLJ Llr .. UUMPdny, rdnn ody, rL - azduo, 2 6 3x4 = d.4JU s Hpr zU zuzl mi 1 eK InaUSales, Inc. I nu may a l4:Ue:Ja zuz-i rage I I i I D:Gpngk5KjYxsuJJSLXBZgYPzT8E1-BdPUvfwSQtehBnPw0QY5n WZELO?EBFVwGE?os9zJC2E 7-0-2 7-0-2 2.83 12 7-0-2 8 9 3 4 Scale = Plate Offsets X,Y — 2:0-2-11,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.09 4-7 >930 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 4-7 >465 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) -0.08 4-7 >999 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=144(LC 20) Max Uplift 3=-116(LC 4), 2=-385(LC 4) Max Grav 3=160(LC 1), 2=428(LC 1), 4=117(LC 3) FORCES. (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=24ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=116, 2=385. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 37 lb up at 4-2-15, and 35 lb down and 37 lb up at 4-2-15 on top chord, and 26 lb down and 48 lb up at 1-4-15, 26 lb down and 48 lb up at 1-4-15, and 23 lb down and 1 lb up at 4-2-15, and 23 lb down and 1 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=20 Concentrated Loads (lb) Vert: 7=64(F=32, B=32) 9=1(F=1, B=1) This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius. Lee PE,No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date_: May 10,2021 ,& WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® 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 building design. Bracing indicated 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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erec8on and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. 6-4-81 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For Ole- c1-2 c2-3 wide truss spacing, individual lateral braces themselves 4 may require bracing, or alternative Tor l U WEBS �v bracing should be considered. IYO ��� �� 3. Never exceed the design loading shown and never 2 O U a� "' 2 stack materials on inadequately braced trusses. a " U O� a0 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7-8 csa c5-6 h all other interested parties. plates 0- 'lid' from outside P BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from Connector plates. the environment in accord with ANSI/TPI 1. 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. PLATE SIZE ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. 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 specified. 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. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: W1 19. Review all portions of this design (front, back, words n Specification for Metal ANSI/TPI1: National Design P and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ® 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, M iTek ANSI/rPI 1 Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take into account any dynamic • ' Installing, & Bracing of Metal Plate or other loads other than those expressly stated. ' 'Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020