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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END TOENAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL 1602 INDUSTRIAL PARK DR PLANT CITY FL Pnone: (813) 7535822 F..:(813)752-1532 httpJlwvnvbldntom -Per AN51/TPI 1-20D7 all' Truss to Wall' connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Di menslons are Feet -Inches- 51xteenths. Trusses are to be 24- o.c. unless noted otherxise(U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first - I rontacting Builders FirstSource. mmediately contact Builders FjmtSource if trusses are damaged. Co nnectlon Notes: . All hangers are to be Simpson or equivalent U.N.O. -Use Manufacturers specifications for all nanger nnections U.N.O. - Use 10d x 1 1/2- Nails In hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, bap locations, and options prior to Installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page aide ]urney Homes 1650 Grp 2 Layout: Date: 06 Revision Rev 1: Rev2: Rev3: Elevation B Lot Swing Right l of Site Information: Customer Info: Wade Jurnev Homes Lot/Block: Address: 7106 Lakeland City: St Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: 1650 B Model: 1650 Subdivision: Lakewood Park State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 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 T17268585 Al 6/6/19 2 T17268586 CA 6/6/19 3 T17268587 CJ3 6/6/19 4 T17268588 CJ5 6/6/19 5 T17268589 EJ2 6/6/19 6 T17268590 EJ4 6/6/1.9 7 T17268591 EJ6 6/6119 8 T17268592 EJ7 6/6/19 9 T17268593 GE1 6/6/19 10 T17268594 GR1 6/6/19 11 T17268595 GR2 6/6/19 12 T17268596 GR3 6/6/19 13 T17268597 H1 6/6/19 14 T17268598 H2 6/6/19 15 T17268599 H3 6/6/19 16 T17268600 H4 6/6/19 17 T17268601 H5 6/6/19 18 T17268602 H6 6/6/19 19 T17268603 H7 6/6/19 20 T17268604 H8 6/6/19 21 T17268605 H9 6/6/19 22 T17268606 HJ1 6/6/19 No. Seal# Truss Name Date 23 T17268607 HJ2 6/6/19 24 T17268608 HJ3 6/6/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin 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 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. ```��IIn111ttt�t'' IN VF�� •�GENSF•��'�. 182 • � ,o 441 � = '.• STATE DF AI S"�NA1-��, %* ttt11111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply T17268585 1650 A Al Common 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:24 2019 Page 1 j ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-SbporkmtzaEJSYkulab65X2gvSFW3vrkDmKgX6z9?qD -1-0-q 6-1?3 13-0-9 19-2-0 25-3-7 1 31-4-13 38-4-0 3y-4-q -0-0 6 11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-11-3 1-0-0' aI d 5x6 = 4.00 12 Scale = 1:68.4 ST1.5x8 STP = 1O 1J 14 to " ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 * Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.1 *Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=122(LC 12) Max Uplift 2=-680(LC 8). 10=-680(LC 9) 9-2-2 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.32 14 >999 240 MT20 244/190 Vert(CT) -0.60 12-14 >753 180 Horz(CT) 0.17 10 n/a n/a BRACING - TOP CHORD Structural wood she BOT CHORD Rigid ceiling directlt FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2132, 3-5=-3200/1941, 5-6=-2240/1487, 6-7=-2240/1487, 7-9=-3200/1941, 9-10=-3506/2132 BOT CHORD 2-16=-1899/3267, 14-16=-1519/2700, 12-14=-1535/2700, 10-12=-1915/3267 WEBS 6-14=-604/1076, 7-14=-790/589, 7-12=-1 89/553, 9-12=-360/360, 5-14=-790/589, 5-16=-189/553, 3-16=-360/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ct=lb) 2=680, 10=680. Weight: 178 lb FT = 20% ,``jJ111II1/�jf j �\ CAE � s No 68182 ���• ST OF ' w" ��t� r � rl i ,l � rt �►►�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verify design parameters and READ NOTES ON T141S AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev, 1010312015 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 'yi �T2k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ppq fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN311TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268586 1650 A CJ1 Corner Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:25 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-woNA24nVktMA3iJ41H6Lelb0_spZoYdtRQ4E4Yz9?qC -1-0-0 i _ 1-0-0 1-0-0 1-0-0 ' ST1.5x8 STP = Plate Offsets (X Y)— [2:0-2-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017(fP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=-3/Mechanical, 2=120/0-3-0, 4=10/Mechanical Max Horz 2=40(LC 8) Max Uplift 3=-5(LC 13), 2=-135(LC 8), 4=-13(LC 8) Max Grav 3=16(LC 8), 2=120(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.1 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% Structural wood sheathing directly Rigid ceiling directly applied or 10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=135. UJ 1Z PQ:U I N N�'�. No 68182 ;. / x 1 V [� ,1 C O`.w � S C • l�V Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 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 Fin I' 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268587 1650 A CJ3 CORNER JACK 10 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, u t -1-0-0 ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 7.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=64/Mechanical, 2=177/0-3-0, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-59(LC 12), 2=-176(LC 8), 4=-39(LC 8) Max Grav 3=64(LC 1), 2=177(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.240 s May 13 2019 MiTek Industries, Inc. I nu Jun 6 12:14:25 2019 Page 1 I D:InOSXDI?zEJa_tKrck6s3Nz9Jrs-woNA24nVktMA3iJ41H6Lelb?Lsn WoYdtRQ4 E4Yz9?qC 3-0-0 3-0-0 DEFL. in (loc) I/deft L/d Vert(LL) 0.01 2-4 >999 240 Vert(CT) -0.01 24 >999 180 Horz(CT) -0.00 3 n/a n/a BRACING - TOP CHORD Structural wood sheathinc BOT CHORD Rigid ceiling directly applil NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=176. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% I'tIlt QU I N No 68182 -0 : x � 3 S OF �O N Al o� Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO 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 Auk A q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iViiTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268588 1650 A CJ5 Corner Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, r- 3x4 = ST1.5x8 STP = Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 8.240 s May 13 2019 MTek Industries, Inc. Thu Jun 6 12:14:26 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3NzgJrs-O_xYGQo7VBUOhstGs?daBy84IG49X?tlg4pnc_z9?qB 5-0-0 5-0-0 CS]. DEFL. in (loc) 1/defl L/d TC 0.48 Vert(LL) -0.03 24 >999 240 BC 0.26 Vert(CT) -0.05 2-4 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P REACTIONS. (lb/size) 3=114IMechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12). 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathinc BOT CHORD Rigid ceiling directly appliI NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-114 zone; cantilever left and right exposed ; end vertical left and right exposed;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 100 lb uplift at joint(s) except Qt=lb) 3=103, 2=165. Scale = 1:13.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% `,,�,1ti11IN tii11tltltl GEN No 68182 3 S OF :40�� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 F�, a truss system. Before use, the building designer must verify the applicability. of design parameters and properly incorporate this design into the overall p�t //�J� l MM building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V iT ��p 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268589 1650 A EJ2 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:26 2019 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-O_xYGQo7VBUOhstGs?daBy86tG5yX?t1g4pnc_z9?qB � 2-6-8 2-6-8 4.00 12 2x4 4 ST1.5x8 STP = 3x4 11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.01 3-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly app�g REACTIONS. 4=86/0-8-0, 2=60/Mechanical, 3=26/Mechanical (lb/size) Max Horz 4=73(LC 9) Max Uplift 4=-20(LC 8), 2=-59(LC 12), 3=-13(LC 9) Max Grav 4=86(LC 1), 2=60(LC 1). 3=45(LC 3) w , FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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 100 lb uplift at joint(s) 4, 2, 3. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 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 ANS11TPI1 Quality Criteria, DSB.89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Scale = 1:15.6 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% IV,- ���rw ,��111111►11I!! PQU IN No 68182 ♦ 1 1 � '.5�• OF C? , 11111111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268590 1650 A EJ4 Jack -Open 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, r r 10-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rFP12014 Matrix-P 8.240 s May 13 2019 MiTek Industries, Inc. I hU Jun b 1 L:14:21 2UIU rage 1 ID:InOSxD I?zEJa_tKrck6s3Nz9J rs-sAUwTmpmGVctJOSTQi8pjAg18gQhGS7AvkZK8Rz9?qA 4-0-0 4-0-0 DEFL. in (loc) I/dell L/d Vert(LL) 0.04 2-4 >999 240 Vert(CT) 0.04 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=94/Mechanical, 2=211/0-3-0, 4=38/Mechanical Max Horz 2=88(LC 8) Max Uplift 3=-84(LC 12), 2=-204(LC 8), 4=-53(LC 8) Max Grav 3=94(LC 1), 2=211(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathii Rigid ceiling directly apf NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=204. Scale = 1:11.1 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% 40 No 68182 �53 S OF :�44/` ON llnll{ Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: June 6,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 1010312015 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/TPl1 Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268591 1650 A EJ6 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:28 2019 Page 1 r ID:InOSXD I?zEJa_tKrck6s3Nz9J rs-LN2lg6p01 okkwAl f_Qf2GN DJg4j5?vNJ70lugtz9?q9 -1-0-0 6-6-8 1-0-0 6-6-8 3x4 = ST1.5x8 STP = 6-6-8 6-6-8 Plate Offsets (X,Y)-- [2:0-0-6,Edgej LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.96 Vert(LL) -0.09 2-4 >862 240 BC 0.49 Vert(CT) -0.17 2-4 >431 180 WB 0.00 Horz(CT) -0.00 _ 3 n/a n/a Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=158/Mechanical, 2=307/0-8-0, 4=61/Mechanical Max Horz 2=130(LC 8) Max Uplift 3=-140(LC 12), 2=-184(LC 8) Max Grav 3=158(LC 1), 2=307(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing Rigid ceiling directly applie NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;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 100 lb uplift at joint(s) except (jt=lb) 3=140,2=184. Scale: 314"=l' rV u) � N N PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% I N VFW �. J .••�G•ENS• .. No 68182 ,. 3 ST E OF : ��/ a 111111,06 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473rev, 1OIOJ12015 BEFORE USE. Design valid for use only with M!Tek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building 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 ANS11TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268592 1650_A EJ7 Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. ' •a -1-0-0 1-0-0 . 3x8 = ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:28 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-LN2lg6p01 okkwA1 f_Qf2GNDLs4il?vNJ70lugtz9?q9 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 2-4 >617 240 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 24 >434 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-131(LC 12). 2=-190(LC 8) Max Grav 3=160(LC 1). 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:16.9 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 5-1-0 oc purlins. Rigid ceiling directly aF NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;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 100 lb uplift at joint(s) except Qt=lb) 3=131, 2=190. `,IIIt111P)���j PQU IN `� ,O . • c'� Ns No 68182 r * • : * r E OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED IMTEK REFERENCE PAGE Mit-7473 rev. 10/03,2015 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 p Ar �r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V 9 iT�k• 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 ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268593 1650 A GE1 Common Structural Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:29 2019 Page 1 r r ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-pZchuRgOo6sbYKcrX7AHobmWeTyhk94TM22RDJz9?q8 1-0 q 6 11-3 13-0-9 19-2-0 25-3-7 31-4-13 38-4-0 39-4 Q -0- 6-11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-11-3 -0-0 dI d 5x6 = 4.00 12 ST1.5x8 STP = 14 3x8 = 3x4 = 46 = 3x8 — 46 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 `Except` 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=122(LC 12) Max Uplift 2=-680(LC 8), 10=-680(LC 9) 9-2-2 Scale = 1:68.4 IA d ST1.5x8 STP = 3x8 = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.32 14 >999 240 MT20 244/190 Vert(CT) -0.60 12-14 >753 180 Horz(CT) 0.17 10 n/a n/a BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2132, 3-5=-3200/1941, 5-6=-2240/1487, 6-7=-2240/1487, 7-9=-3200/1941, 9-10=-3506/2132 BOT CHORD 2-16=-1899/3267, 14-16=-1519/2700, 12-14=-1535/2700, 10-12=-1915/3267 WEBS 6-14=-604/1076, 7-14=-790/589, 7-12=-189/553, 9-12=-360/360, 5-14=-790/589, 5-16=-189/553, 3-16=-3601360 Structural wood sheathing directly Rigid ceiling directly applied orAE NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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=680, 10=680. e Weight: 196 lb FT = 20% WALmmp ® � Ir►0/ %'t % t U 11111 fI/ % P{�U IN No 68182 � V ' • tit •., S TFf ICO F .' Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekOO 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?PIt quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268594 1650_A GR1 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32b66, 6.240 S May 13 2U19 MI I eK Industries, Inc. I nu Jun 6 12:14:32 2U19 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-D8lpWTsu51 EAPnLQDGk_QD03xh_PxXCv2OG5pez9?q5 1-0 q ' 7-0-Ou 15-0-12 23-3-4 31 4-0 _ _ _ _ , _ _ _ _ _ _ 38-4-0 _ 394-0 0-0 7-0-0 8-0-12 8-2-8 8-0-12 7-0-0 t-0-0 Scale = 1:69.6 6x12 MT20HS = 6x12 MT20HS = 4.00 12 2x4 II Sx8 = 4x6 = 3 16 17 18 4 19 20 21 522 6 23 24 25 7 r n N IA d ST1.5x8 STP = 15 26 27 14 28 13 29 30 31 32 12 33 11 34 35 10 ST1.5x8 STP = 5x6 = 2x4 II 4x10 MT20HS = 5x12 = 5x6 = 4x10 MT20HS = 2x4 11 5x6 = 7-0-0 15-0-12 23-3-4 31-4-0 38-4-0 7-0-0 8-0-12 8-2-8 8-0-12 7-0-0 Plate Offsets (X,Y)— [2:0-5-14,0-0-31, [3:0-6-0,0-1-111, [7:0-6-0,0-1-111, [8:0-5-14,0-0-31 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 0.69 Vert(LL) 0.76 12-13 >597 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -1.03 12-13 >439 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 437 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 3-5,5-7: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 •Except- 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-13,6-13,7-12: 2x4 SP No.2 REACTIONS. (lb/size) 2=2919/0-8-0, 8=2913/0-8-0 Max Herz 2=48(LC 27) Max Uplift 2=-1644(LC 4), 8=-1640(LC 5) BRACING - TOP CHORD Structural wood sheathing directly BOT CHORD Rigid ceiling directly applied or 71 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8180/4457, 3-4=-12897/7086, 4-6=-12893/7083, 6-7=-12857/7065, 7-8=-8160/4445 BOT CHORD 2-15=-4168/7682, 13-15=-4159/7651, 12-13=-6957/12853, 10-12=-4102n633, 8-10=4110/7664 WEBS 3-15=-1621721, 3-13=-2989/5542, 4-13=-1077/847, 6-12=-1079/840, 7-12=-2979/5520, 7-10=-161/721 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1644,8=1640. LU W oc purlins. I N �.` J�• �CENS••Fr''���. No 68182 =-o: :tr� S A OF N AL' r-"p • 'lllllllllllll", Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7d73 rev. 10/0312013 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 pp fAT� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI �'re �" 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 ANSI1'TPl1 Quality Criteria, OSS-39 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268594 1650_A GR1 Hip Girder 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, NOTES- r 8.240 s May 13 2019 Mi I eK Industries, Inc. I nu Jun 6 1Z:14:3Z ZUl9 rage z ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-D8lpWTsu51 EAPnLQDGk_QD03xh_PxXCv2OG5pez9?q5 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 260 lb up at 6-11-12, 106 Ib down and 134 lb up at 9-1-1, 106 lb down and 134 lb up at 11-1-1, 106 lb down and 134 Ib up at 13-1-1, 106 lb down and 134 lb up at 15-1-1, 106 lb down and 134 lb up at 17-1-1, 106 lb down and 134 lb up at 18-4-7. 106 lb down and 134 lb up at 19-2-15, 106 lb down and 134 lb up at 21-2-15, 106 lb down and 134 lb up at 23-2-15, 106 lb down and 134 lb up at 25-2-15, 106 lb down and 134 lb up at 27-2-15, and 106 lb down and 134 lb up at 29-2-15, and 221 lb down and 260 lb up at 31-4-4 on top chord, and 296 lb down and 203 lb up at 7-0-0, 81 lb down and 20 lb up at 9-1-1, 81 lb down and 20 lb up at 11-1-1, 81 lb down and 20 lb up at 13-1-1, 81 lb down and 20 lb up at 15-1-1, 81 lb down and 20 lb up at 17-1-1, 81 lb down and 20 lb up at 18-4-7, 81 lb down and 20 Ib up at 19-2-15, 81 lb down and 20 lb up at 21-2-15, 81 lb down and 20 lb up at 23-2-15, 81 lb down and 20 lb up at 25-2-15, 81 lb down and 20 lb up at 27-2-15, and 81 lb down and 20 lb up at 29-2-15, and 296 lb down and 203 lb up at 31-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-176(F) 7=-176(F) 15=-296(F) 13=-57(F) 4=-106(F) 6=-106(F) 12=-57(F) 10=-296(F) 16=-106(F) 17=-106(F) 18=-106(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24=-106(F) 25=-106(F) 26=-57(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ft Design valid for use only with MiTekOO 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 ppp�� 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 AAISIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T17268595 1650 A GR2 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, F9ant Gily, FL. - 3Zbbb, '"4u s mey i a to rn wu i ee uiuun auica, it i u uur i u ray. i ,r ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-9XQax9u9deUuf5VpKgmSVeTLaUjJPR_CWJICuXz9?q3 0 4-8-2 8-6-8 10-1-8 12-1-8 17-0-8 21-11-8 26-10-8 31-9-8 38-4-0 3 4- -0 4 8-2 3-10 6 1-7-0 2-0-0 4-11-0 4-11-0 4-11-0 4-11-0 Scale = 1:72.9 NAILED NAILED 8x14 MT20HS Special 4.00 Sx6 = NAILED NAILED NAILED NAILED 12 6x8 = 602 MT20HS = 2x4 11 8x14 MT20HS = 46 _ NAILED 4 5 NAILED NAILED 2x4 6 22 723 24 258 26 27 928 29 10 30 3 u Icy fV 1 2 ::Z410 h Z12 nn nn — nn I Inn nTn nW IA ST1.5x8 STP = 21 20 19 18 17 31 32 33 16 34 15 35 14 36 37 38 13 ST1.5x8 STP = 5x8 = 5x8 = 5x6 = 6x12 MT20HS = NAILED 4x6 = NAILED 5x8 = NAILED 2x4 I I 2x4 5x8 = NAILED 8x14 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED 4-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.94 Vert(LL) 1.14 16-17 >396 240 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.58 16-17 >286 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 6-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP M 31 BOT CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 4-21,5-20,6-17,10-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1870/0-8-0, 11=2394/0-8-0 Max Horz 2=58(LC 31) Max Uplift 2=-911(LC 4), 11=-1318(LC 5) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4881/2408, 3-4=-4640/2319, 4-5=-4310/2188, 5-6=-5421/2803, 6-7=-9445/5043, 7-8=-9444/5042, 8-9=-10152/5442, 9-10=9089/4897, 10-11=-6607/3491 BOT CHORD 2-21=-2176/4571, 20-21=-2414/4957, 19-20=-3833/7612, 17-19=-3832/7603, 16-17=-5333/10169, 14-16=-4765/9087, 13-14=-3216/6185, 11-13=-3217/6207 WEBS 3-21=-235/308, 4-21=-627/1282, 5-21 =-I 275/746, 5-20=-1508/2766, 6-20=-3783/2020, 6-17=-120412080, 7-17=-369/306, 8-17=-875/664, 8-16=-239/289, 9-16=-593/1154, 9-14=-1038/728, 10-14=-1683/3153, 10-13=-30/478 38-4-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 233 lb FT = 20% Structural wood sheathing directly applied or 1-4-12 oc purlins. Rigid ceiling directly applied or 4-3-9 qr brpcipg. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=911,11=1318. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 177 lb up at 31-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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 AWARNING -Verify design parameters and READ NOTES ON THIS. AND INCLUDED MITEK REFERENCE PAGE M.11-7673 rev. 101031ZO15 BEFORE USE. Design valid for use only with MiTekOO 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 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. W ®: 01tl111fill, //I 1�, � J (',•ENS �f�r No 68182 O' • OF •:�LU� O .R `Q P N 11111 0 N Aliti` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 Mitek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268595 1650_A GR2 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 13.240 s may 1:i Zulu MI I eK Inousines, Inc. I nu .tun b 12n4:34 zuly rage z 1 -1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-9XQax9ugdeUuf5VpKgmSVeTLaUjJPR_CWJICuXz9?q3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 4-5=-54, 5-6=-54, 6-10=-54, 10-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 10=-153(B) 18=-6(B) 13=-136(B)22=-6(B)23=-6(8)24=-104(B)25=-104(B)26=-104(B)27=-104(B)28=-104(B)29=-104(B) 30=-104(B)31=-6(B)32=41(B) 33=-41(8)34=-41(B)35=-41(B)36=-41(B)37=-41(B)38=-41(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WITEK REFERENCE PAGE 1R11-7479 rev. 1010312015 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 Inv 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek" 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/TP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268596 1650 A GR3 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:36 2019 Page 1 ' ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-6vXKMrwP8GkcuPeBS5pwa3Yn41TUtPOVzdEJyPz9?q1 -1-0-0 4-0-0 9-4-0 14-8-0 18-8-0 1-0-0 4-0-0 5-4-0 5-4-0 4-0-0 4.00 12 3x6 = 5x6 = 4x6 = 4x6 = 3 11 12 4 13 14 5 2x4 10 4x6 = 15 16 9 3x6 = 8 17 7 4x6 = Scale = 1:33.8 ST1.5x8 STP = 3x6 = Plate Offsets (X Y)— [2:0-3-0 Edge) [6:0-3-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing d BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No.3 n< REACTIONS. All bearings 14-4-0 except Qt=length) 6=0-8-0. N4110 (Ib) - Max Horz 2=39(LC 4) Max Uplift All uplift 100 lb or less atjoint(s) except 6=-567(LC 30), 2=-574(LC 19), 10=-514(LC 19). 9=-620(LC 19), 7=-505(LC 22) W Max Grav All reactions 250 lb or less at joint(s) except 6=558(LC 39), 2=515(LC 40), 10=478(LC 1), 9=655(LC {� t 43), 7=464(LC 1), 7=464(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1418/1417, 3-4=-1256/1292, 4-5=-875/865, 5-6=-1393/1478 BOT CHORD 2-10=-1321/1349, 9-10=-1014/1003, 7-9=-128111314, 6-7=-1371/1319 WEBS 3-10=-329/392, 3-9=-956/985, 4-9=-479/672, 5-7=-329/442, 4-7=-979/1012 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 567 lb uplift at joint 6, 574 lb uplift at joint 2, 514 lb uplift at joint 10, 620 lb uplift at joint 9 and 505 lb uplift at joint 7. 7) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-8-0 for 250.0 plf. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 119 lb up at 4-0-0, 48 lb down and 87 lb up at 5-1-1, 48 lb down and 87 lb up at 7-1-1, 48 lb down and 87 lb up at 9-1-1, 48 lb down and 87 lb up at 9-6-15, 48 lb down and 87 lb up at 11-6-15, and 48 lb down and 87 lb up at 13-6-15, and 84 lb down and 119 lb up at 14-8-0 on top chord, and 47 lb down and 72 lb up at 4-0-0, 36 lb down and 64 lb up at 5-1-1, 36 lb down and 64 lb up at 7-1-1, 36 lb down and 64 lb up at 9-1-1, 36 lb down and 64 lb up at 9-6-15, 36 lb down and 64 lb up at 11-6-15, and 36 lb down and 64 Ito up at 13-6-15, and 47 lb down and 72 lb up at 14-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard oc purlins. ` 111111fill., I , I N No 68182 �-�3 S OF .• Q •, C. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: liqu A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10i0312015 BEFORE USE, pj! 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 ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 June 6,2019 Job Truss Truss Type Qty Ply T172fi8596 1650 A GR3 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.z4u s may io zuia mi I eK industries, inc. i nu dun o 1 c: rv:oo cu ra rdye 4 t ID:InOSKDI?zEJa_tKrck6s3Nz9Jrs-6vXKMrwP8GkcuPeBS5pwa3Yn4lTUtPOVzdEJyPz9?q1 LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=-56(B) 8=-1 8(B) 1 0=-1 3(B) 9=-36(B) 3=-56(B)4=-80(13)11=40(B)12=-40(B)13=-40(B)14=-40(B)15=-18(B)16=-18(B)17=-18(B)18=-13(B) ®WARNING - Verify des gn parameters and READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE frill-7473 rev. 1010312015 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 �x building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permpp� anent bracing Mew 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 trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268597 1650_A H1 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:37 2019 Page 1 ID:InOSxD I?zEJa_tKrck6s3Nz9Jrs-a65iZAwl vZsTWYDO?pK97H5soigNcmgeCH_sysz9?qO 1-0�Q, 4.10=1y1 9-0-0 15-8-12 22-7 4 29-4-0 33-5-2 38-4-0 3y-4 q j-0-0 4-10-14 4-1-2 6-8-12 6-10-8 6 8-12 4-1-2 4-10-14 0-0 un o4 0 1 - ST1.5x8 STP = 3x8 = 4.00 12 5x6 = 3x4 = 4x6 = 2x4 II 5x6 = 4 20 5 6 7 21 8 2x4 2x4 319 9 18 22 23 1 • ea — • ®a 17 16 15 14 13 12 3x4 = 4x6 — 3x6 = 5x8 = 4x6 — 3x4 = 9-0-0 15-8-12 22-7-4 29-4-0 38-4-0 9-0-0 6-8-12 fi-10-8 6-8-12 9-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-61(LC 13) Max Uplift 2=-732(LC 8), 10=-732(LC 9) CSI. DEFL. in (loc) I/defl L/d TC 0.94 Vert(LL) 0.56 14-15 >811 240 BC 0.99 Vert(CT) -0.89 14-15 >508 180 WB 0.95 Horz(CT) 0.20 10 n/a n/a Matrix-SH BRACING - TOP CHORD BOT CHORD FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2553, 34=-3322/2304, 4-5=4245/2975, 5-7=-4244/2974, 7-8=-4245/2974, 8-9=-3322/2304, 9-1 0=-3539/2553 BOT CHORD 2-17=-2327/3296, 15-17=-2006/3107, 14-15=-2748/4245, 12-14=-2009/3107, 10-12=-2330/3296 WEBS 3-17=-197/340, 4-.17=-77/340, 4-15=-893/1350, 5-15=-425/407, 7-14=-386/410, 8-14=-891/1349,.8-12=-77/340, 9-12=-197/339 Structural woo Rigid ceiling di NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-4-0, Exterior(2) 29-4-0 to 34-11-14, Interior(1) 34-11-14 to 39-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 lb uplift at joint 10. Scale = 1:69.6 11 ST1.5x8 STP = 3x8 = PLATES GRIP MT20 244/190 Weight: 180 lb FT = 20% M on I� 0 ,y��lilll Uf�r� E•Al, No 68182 O13;.• O CC 1 i �Illln� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED 1.11TEK REFERENCE PAGE MI1•7473 rev, 10/03,7015 BEFORE USE. Design valid for use only with MiTek(D 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 pp �S� t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek" 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T17268598 1650_A H2 Hip 1 1 Job Reference (optional) twucers rlrst source, rlani uny, rL_ - at000, o. a wady oU� r $ ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-21f4nWxfgt?K7ioaZWrOgUd1u60LL& xj411z9?q? 0 5-10-14 15-1-0 23-3-0 32-5-2 38 4-0 3 4 -0-0 5-10-14 9-2-2 8-2-0 9-2-2 5-10-14 0-0 4.00 12 5x6 = 3x4 = 4x6 = 3x4 5x6 = = 4 5 21 6 22 7 8 Scale = 1:69.6 ST1.5x8 STP = 18 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 2x4 I 3x8 = 4x6 — 3x4 — 4x6 — 3x8 = 2x4 II 3x8 = 5-10-14 1 11-0-0 19-2-0 1 27-4-0 i 32-5-2 1 38-4-0 d 5-10-14 Plate Offsets (X Y)-- 5-1-2 [2'0-0-6 Edge] [6'0-3-0 Edge] [10'0-0-6 Edge] 6-2-0 Z)--Iu-ig 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 0.92 Vert(LL) 0.44 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.75 13-15 >605 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD 4-6: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-73(LC 13) Max Uplift 2=-724(LC 8), 10=-724(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/2502, 3-4=-311512190, 4-5=-287812113, 5-7=-3500/2451, 7-8=-2878/2113, 8-9=-3115/2189, 9-1 0=-3597/2502 BOT CHORD 2-18=-2280/3341, 17-18=-2280/3341, 15-17=-2224/3406, 13-15=-222313403, 12-13=-2283/3341,10-12=-2283/3341 WEBS 3-17=-475/446, 4-17=485/785, 8-13=-4821782, 9-13=-475/447, 5-17=-806/597, 5-15=-3/262, 7-15=-5/263, 7-13=-801/593 Structural wood sheath Rigid ceiling directly ap NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-4-0, Exterior(2) 27-4-0 to 32-11-14, Interior(1) 32-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724 lb uplift at joint 2 and 724 lb uplift at joint 10. t►Illll11111 o1 (U I N VFW No 68182 3 S TA OF S N ECG J�Iilllt Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE M11.7473 rev. 1010312015 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 ITS I' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iTek" 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/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904Parke East Blvd. Safety Information available from Truss Plate Institute,. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268599 1650_A H3 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:39 2019 Page 1 I D:InOSxD I?zEJa_tKrck6s3Nz9Jrs-W U DT_syHRB7AIsNm7EMdCiAFLVLE4n6xfbTzZkz9?q_ -1-0 ' 6-101 4 13-0-0 19-2-0 25-4-0 31-5 2 38-4-0 3 -4- 0-0 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 0-0 4.00 12 5x6 = 2x4 II 5x6 = 4 519 20 6 Scale = 1:69.6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x4 = 3x8 = 3x4 = 2x4 II 4x6 = 3x8 6-10-14 13-0-0 19-2-0 25 4-0 31-5 2 38-4-0 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 Plate Offsets (X Y)-- (2:0-0-2 Edge] (8:0-0-2 Edgel 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 0.75 Vert(LL) 0.39 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.63 13-15 >713 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 183 lb FT = 20% LUMBER- BRACING- % TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing dir «ZO=e)purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applie , WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 8=1466/0-8-0 Max Horz 2=85(LC 12) lu Max Uplift 2=-716(LC 8), 8=-716(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. o TOP CHORD 2-3=-3575/2450, 3-4=-2921/2070, 4-5=-3049/2230, 5-6=-3049/2230, 6-7=-2921/2070, 7-8=-3575/2450 dt o BOT CHORD 2-16=-2225/3319, 15-16=-2225/3319, 13-15=-1721/2704, 11-13=-1724/2704, Pj 10-11 =-2228/3319, 8-1 0=-22281331 9 X% WEBS 3-16=01259, 3-15=-658/535, 4-15=-166/414, 4-13=-344I580, 5-13=-373/388, O/ 6-13=-344/580, 6-11=-I66/414, 7-11=-658/535, 7-10=0/259 J NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; Encl., i 111111,'r GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-4-0, Exterior(2) 25-4-0 to 30-11-14, Interior(1) 30-11-14 to 394-0 zone; cantilever left and right exposed It,111 �0 Qv1N S end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip,•'�C•E•N •� F•�•, �i DOL=1.60 ; 3) Provide adequate drainage to prevent water ponding. No 68182 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 2 and 716 lb uplift at - joint 8. •��� ` � � STA • IO:• OF N A 1- %0% �>> 1111111110 � I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEX REFERENCE PAGE P411.7473 rev. 1010312015 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 IV l0�ekp is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the aa� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268600 1650_A H4 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:40 2019 Page 1 I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-_gnrCCzwCU F l NOyyhxtslvjQ8viBp8L4uFC W5Az9?pz -1 -0 7-10-14 15-0-0 19-2-0 23-4-0 30-5-2 38-4-0 3 4 -0-0 7-10-14 7-1-2 4-2-0 4-2-0 7-1-2 7-10-14 -0-0 Scale = 1:71.0 4.00 12 6x8 = 5x6 = 5 18 19 6 A Ia, d ST1.5x8 STP = 16 .. 14 13 " 11 ST1.5x8 STP = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 2x4 I 4x6 = 3x4 = 6 Edge), [5:0-4-0,0-2-61[9:0-0-6,Edge) SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.74 Lumber DOL 1.25 BC 0.92 Rep Stress Incr YES WB 0.83 Code FBC2017lTP]2014 Matrix-SH 3x8 = 2x4 I 4x6 = 7-1-2 DEFL. in (loc) I/deft L/d Vert(LL) 0.31 13-14 >999 240 Vert(CT) -0.61 13-14 >740 180 Horz(CT) 0.17 9 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-6: 2x6 SP ND.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except' WEBS 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 9=1466/0-8-0 Max Horz 2=96(LC 12) Max Uplift 2=-706(LC 8), 9=-706(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2375, 3-5=-274811943, 5-6=-2537/1918, 6-8=-2749/1943, 8-9=-3529/2375 BOT CHORD 2-16=-2145/3272, 14-16=-2145/3272, 13-14=-1580/2535, 11-13=-215013272, 9-11=-2150/3272 WEBS 3-16=0/295, 3-14=-790/600, 5-14=-168/514, 6-13=-179/514, 8-13=-788/599, 8-11=01294 Structural wood sheatf Rigid ceiling directly aF 1 Row at midpt NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-4-0, Exterior(2) 23-4-0 to 28-11-14, Interior(1) 28-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 9. 3x8 = PLATES GRIP MT20 2441190 Weight: 183 lb FT = 20% QUIN V' �4 No 68182 b� '1Z :-,13 %% S OF lO N A;���� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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 poi a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall V 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268601 1650 A H5 Hip 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2ul9 Ml I ek Industries, Inc. I nu Jun 6 i 2:14:41 zu19 rage i z t ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-StLDPYzYzoNu_Ax9EeO5H7FaTJ3GYieE7vy4ddzg?py -0- 6-11-3 13-0-9 17-0-0 21-4-0 25-3-7 31-4-13 38-4-11 3 -4 -0-0 6-11-3 6-1-7 3-11-7 4-4-0 3-11-7 6-1-7 4.00 12 d ST1.5x8 STP = 3x8 = 9-11 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 11=1466/0-8-0 Max Harz 2=108(LC 12) Max Uplift 2=-694(LC 8), 11=-694(LC 9) 5x6 = 16 4x6 = 3x4 = CSI. TC 0.77 BC 0.86 WB 0.45 Matrix-SH 4-4-0 5x6 = 15 ' 3x4 = 4x6 = 3x4 = DEFL, in (loc) Ildefl L/d Vert(LL) -0.44 13-15 >999 240 Vert(CT) -0.68 13-15 >661 180 Horz(CT) 0.16 11 n/a n/a BRACING - TOP CHORD Structural wood sheathing directly BOT CHORD Rigid ceiling directly applied or Z FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3507/2335, 3-5=-3191/2145, 5-6=-2463/1780, 6-7=-2291/1715, 7-8=-2463/1780, 8-1 0=-3191/2145, 10-11=-3507/2335 BOT CHORD 2-18=-2112/3269, 16-18=-170312692, 15-16=-1345/2291, 13-15=-1706/2692, 11-13=-2116/3269 WEBS 8-15=-683/538, 8-13=-209/533, 10-13=-364/374, 5-16=-683/538, 5-18=-209/533, 3-18=-364/374, 6-16=-339/550, 7-15=-339/550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 26-11-14, Interior(1) 26-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift at joint 2 and 694 lb uplift at joint 11. Scale = 1:71.0 ST1.5x8 STP = 3x8 = PLATES GRIP MT20 244/190 Weight: 183 lb FT = 20% )jg1gdter.2.,2-0 oc purlins. �� `,111111111////�I 4U IN ♦v J .• �GEN"S No 68182 O F 13 S '. ♦ d )"'o Joaquin Velez PE No.68182 MITek USA, Inc. FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED NfITEK REFERENCE PAGE t111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO 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 property incorporate this design into the overall A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ffek 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 ANS11TPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268602 1650_A H6 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:42 2019 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-w3ubcu_Ak6VIcK6LoMvKgKokMjOkH2INLZhd93z9?px 19-4-0 Q-0-0i 6-11-3 13-0.9 i 19-0-0 19-" 253-7 _ - _� 31-4-13 i 384 -0 39-4-0i -0-0 6-11-3 6-1-7 5-11.7 0.- 5-11-7 6.1.7 111-3 0-2-0 Scale = 1:71.0 4.00 12 ST1.5x8 STP = 5x6 = 14 .I 19 ST1.5x8 STP = US = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3x8 = 19-4-0 19-3-12 i 9-11-14 - 19-0-0 19-" 28-4-2 38-4-0 i 9-11.14 9-0.2 0- 9-0-2 r 9-11-14 0.1-12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-122(LC 13) Max Uplift 2=-680(LC 8), 10=-680(LC 9) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.32 14 >999 240 MT20 244/190 Vert(CT) -0.60 12-14 >753 180 Horz(CT) 0.17 10 file n/a BRACING - TOP CHORD BOT CHORD FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2186, 3-5=-3200/2008, 5-6=-2240/1536, 6-7=-2240/1536, 7-9=-3200/2008, 9-10=-3506/2186 BOT CHORD 2-16=-1971/3267, 14-16=-1600/2700, 12-14=-1603/2700, 10-12=-1974/3267 WEBS 7-14=-790/630, 7-12=-189/553, 9-12=-360/359, 5-14=-790/630, 5-16=-189/553, 3-16=-360/359, 6-14=-627/1076 Weight: 177 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 4-4-2 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 24-9-14, Interior(1) 24-9-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 2 and 680 lb uplift at joint 10. LU W Ir 111111jdd oP{�li �� ,' • G•E N � r No 68182 OF '4✓441 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED HLTEK REFERENCE PAGE MII-7473 rev. 1010312015 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 �s 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 67E'i(' 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 trusses and truss systems, see ANS/fTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268603 1650_A H7 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:43 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-OFSzgE?oVPdcEThXM3RZNYLyS7kNOY1XaDRBhVz9?pw -1-0 4-8-2 r 8-6-8 15-6-15 22-9-1 29-9-8 33-7-14 38-4-0 3 4 -0-0 4-8-2 3-10-6 7-0-7 7-2-3 7-0-7 3-10-6 4-8-2 -0-0 1 ST1.5x8 STP = 3x8 = 4.00 12 5x6 = 3x4 = 4x6 = 2x4 ll 5x6 = 4 19 5 6 7 20 8 2x4 2x4 3 9 18 21 1 Scale = 1:69.6 0 11 17 76 15 14 13 12 ST1.5x8 STP = 3x4 = 4x6 =3x6 = 5x8 = 4x6 = 3x4 = 3x8 = 8-6-8 15-6-15 22-9-1 29-9-8 i 38-4-0 88 6-8 i 7=0-7 i 7-2-3 7-0-7 8-6-8 Plate Offsets_(X,Y)-- [2:0-0-6,Edge), [6:0-3-0,Edgel, [10:0-0-6,Edge) LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lTP]2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=58(LC 12) Max Uplift 2=-733(LC 8), 10=-733(LC 9) CSL DEFL. in (loc) I/defl L/d TC 0.61 Vert(LL) 0.56 14-15 >801 240 BC 0.95 Vert(CT) -0.90 14-15 >502 180 WB 0.58 Horz(CT) 0.20 10 n/a n/a Matrix-SH BRACING - TOP CHORD Structural wood sheathing d BOT CHORD Rigid ceiling directly applied WEBS 1 Row at midpt 11; FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3539/2543, 3-4=-3361/2325, 4-5=-4464/3112, 5-7=-4466/3110, 7-8=4466/3110, 8-9=-3361/2328, 9-10=-3539/2548 BOT CHORD 2-17=-2318/3294, 15-17=-2034/3149, 14-15=-2894/4464, 12-14=-203813149, 10-12=-232513294 WEBS 3-17=-156/300, 4-17=-64/324, 4-15=-1002/1520, 5-15=-438/423, 7-14=404/427, 8-14=-1002/1522, 8-12=-65/324, 9-12=-156/303 e NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-6-8, Exterior(2) 8-6-8 to 14-2-6, Interior(1) 14-2-6 to 29-9-8, Exterior(2) 29-9-8 to 35-5-6, Interior(1) 35-5-6 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 lb uplift at joint 2 and 733 lb uplift at joint 10. PLATES GRIP MT20 244/190 Weight: 179 lb FT = 20% oc purlins. 111111IIII PQV 1 N VFW ,. 'O G'E"Ns' r No 68182 �13 STA F iO'� • � 4 ; '• ���: `s/0NA1 ��III!l11111� Joaquin Velez PE No.68182 MiTek USA, Inc. Fl Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1.111.7473 rev. IOi0312015 BEFORE USE. ii• Design valid for use only with MiTekOO 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 (�� yy T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI f �" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IP fabrication, storage, delivery, erection and bracing of trussesand truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268604 1650_A H8 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:44 2019 Page 1 r U ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-tSOL1aOQGjlTrdFkwnyovlt7fWAjl4TgptAkEyz9?pv i -1-0-0 - t 6-6-8 12-1-8 14-4-0 _ i 1-0-0 6-6-8 5-7-0 2-2-8 I 0 ST1.5x8 STP = 3x8 = 5x6 = 5x6 = Scale = 1:26.3 6 ST1.5x8 STP = US = 6-6-8 12-1-8 14-4-0 6-6-8 5-7-0 2-2-8 Plate Offsets (X Y)-- [2:0-0-6 Edge] 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 0.58 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.20 6-7 >843 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=58810-8-0, 6=509/0-8-0 Max Horz 2=88(LC 9) Max Uplift 2=-328(LC 8), 6=-227(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/796, 3-4=-884/841 BOT CHORD 2-7=-831/883, 6-7=449/410 WEBS 4-7=422/527, 4-6=-547/630 Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. Rigid ceiling directly a NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-6-8, Exterior(2) 6-6-8 to 14-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2 and 227 lb uplift at joint 6. l %J1111111111W � P0,01 N VFJf��i �` �� •'G�ENS. F�%� No 68182 ST E OF ., �•,. • O R,�••.• �� .0� .'� , Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 gA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I Vi ITek' 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 ANSIfTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268605 1650_A H9 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:44 2019 Page 1 f ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-tSOL1 aOQGjITrdFkwnyovltAvW6013bgptAkEyz9?pv 1-0-0 5-0-0 9-4-0 13-8-0 14-4-0 i 1-0-0 5-0-0 4-4-0 4-4-0 ST1.5x8 STP = 3x4 = 6x8 = 4.00 12 3 9 10 4 2x4 Scale = 1:26.3 4x6 = I. 5 ST1.5x8 STP = 4x6 = i 5-0-0 _ _ _ _ _ 14-4-0 1 5-0-0 9.4-0 Plate Offsets (X Y)-- [2:0-3-6,Edge1 [3:0-4-0,0-2-61, [4:Edge 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.19 5-6 >852 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.40 5-6 >416 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 71 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 34: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 4-5: 2x6 SP No.2 REACTIONS. (lb/size) 2=585/0-8-0, 5=506/0-8-0 Max Horz 2=102(LC 11) Max Uplift 2=-329(LC 8), 5=-238(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11421785, 4-5=-271/317 BOT CHORD 2-6=-837/1034, 5-6=-841/1022 WEBS 3-6=0/343, 3-5=-807/647 Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. �,,�^ Rigid ceiling directly applie 0 Cal 6,yfien9- 1 Row at midpt a��lr�.� . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-12, Exterior(2) 4-11-12 to 10-7-10, Interior(1) 10-7-10 to 14-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2 and 238 lb uplift at joint 5. PQU i N �� ,� G E N S • �`�lei♦♦ No 68182 33 S f 'C(/ ,I, .. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, 10/03/2015 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 INV oil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi`rek' 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 ANSIfTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268606 1650 A HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, PI ant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:45 2019 Page 1 ID:InOSXD l?zEJa_tKrck6s3Nz9Jrs-LeakFwO2l l tKTngwTUT1 SzQJ5wUzUYvg2XwH mOz9?pu -1-5-0 5-3-15 9-10-1 1-5-0 5-3-15 4-6-1 3x4 = ST1.5x8 STP = 5-3-15 i 7-3-15 _ _ _ 9-10-1 5-3-15 2-0-0 2-6-1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 7.0 Lumber DOL 1.25 BC 0.62 BCLL 0.0 Rep Stress Incr NO WB 0.24 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH DEFL. in (loc) I/defl L/d Vert(LL) 0.25 6-7 >446 240 Vert(CT) -0.30 6-7 >379 180 Horz(CT) -0.01 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=146/Mechanical, 2=432/0-8-0, 5=267/Mechanical Max Horz 2=137(LC 22) Max Uplift 4=-121(LC 4), 2=-380(LC 4), 5=-154(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/602 BOT CHORD 2-7=-661/787, 6-7=-661/787 WEBS 3-7=-333/485, 3-6=-942/791 Structural wood sheathing di Rigid ceiling directly applied NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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 121 lb uplift at joint 4, 380 lb uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15, 35 lb down and 54 lb up at 4-2-15, and 59 lb down and 105 lb up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, 20 lb down and 47 lb up at 4-2-15, 20 lb down and 47 lb up at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 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=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-06(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) Scale = 1:21.2 PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% - ey 313013-- i ��Illllllltt No 68182 � r *• �* ^' 0 : :�1;•, • fn Nam` S . ` NA� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IA11.7E73 rev, 10103/2015 BEFORE USE. �° Design valid for use only with MITeW 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 pp p� gek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'yet i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268607 1650_A HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:46 2019 Page 1 u I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-pg86SF1 goK?B5xP61 C_G_AzW EKspD21 zGBfrlgz9?pt -1-NO 5-0-1 9-2-4 _ J 1-5-0 5-0-1 4-2-3 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 Lumber DOL 1.25 BC 0.45 BCLL 0.0 Rep Stress Incr NO WB 0.05 BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=229IMechanical, 2=404/0-8-0, 5=164IMechanical Max Horz 2=130(LC 4) Max Uplift 4=-172(LC 8),2=-31o(LC 4), 5=-55(LC 8) Max Grav 4=229(LC 1), 2=404(LC 1), 5=181(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.42 2-6 >253 240 MT20 244/190 Vert(CT) -0.52 6 >201 180 Horz(CT) 0.01 4 n/a n/a BRACING - TOP CHORD Structural wood sheathing BOT CHORD Rigid ceiling directly applie LU W. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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 172 lb uplift at joint 4, 310 lb uplift at joint 2 and 55 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15, 35 lb down and 54 lb up at 4-2-15, and 59 lb down and 105 lb up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 14-15, 20 Ito down at 4-2-15, 20 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 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=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=-75(F=-38, B=-38) 9=58(F=29, B=29) 11=-36(F=-18. B=-18) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,711.7473 rev. 10i0312015 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 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 SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Scale = 1:20.1 Weight: 31 lb FT = 20% oc purlins. 1 < 1 o � N N A ,111111111/i., UIN aG EN,3 No 68182 O'. ST OF i��S'S lO N A, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: June 6,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268608 1650_A HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:47 2019 Page 1 r_ t; ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-H1iUgb2JZe72i5_JbvVVXOVgvkF9yV46VrPOgGz9?ps 5-0 5-7-2 1-5-0 5-7-2 Scale = 1:13.6 2.83 12 5 N M ri A 2 1 3x4 = 6 7 4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 7.0 Lumber DOL 1.25 BC 0.32 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017fTPI2014 Matrix-P 5-7-2 DEFL, in (loc) I/deft L/d Vert(LL) -0.05 24 >999 240 Vert(CT) -0.08 24 >853 180 Horz(CT) -0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=133/Mechanical, 2=255/0-3-14, 4=43/Mechanical Max Horz 2=88(LC 4) Max Uplift 3=-114(LC 8), 2=-246(LC 4), 4=-59(LC 4) Max Grav 3=133(LC 1), 2=255(LC 1), 4=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 19 Ito FT = 20 Structural wood sheathing directly applied or 5-7-2 oc purlins. Rigid ceiling directly NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; 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 114 lb uplift at joint 3, 246 Ito uplift at joint 2 and 59 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15, and 35 lb down and 54 lb up at 4-2-15 on top chord, and 64 lb down and 32 lb up at 1-4-15, 64 lb down and 32 lb up at 1-4-15, and 20 lb down at 4-2-15, and 20 lb down at 4-2-15 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: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=55(F=28, B=28) 7=-2(F=-1, B=-1) 01%J11 It fill 11 ,6PaU 1 N 00 No 68182 Z 'C7 : % IZ OF t � C` O N A"L-1�� .� �l/lllla Joaquin Velez PE No.68182 MITek USA,.inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M114473 rev. 10JO312015 BEFORE USE. �0 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 tgy yq gg,, p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI� lTell 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety fnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 aymbols PLATE LOCATION AND ORIENTATION 14-1 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. O'1/1fi , - -I- For 4 x 2 orientation, locate plates 0- ''+e' 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. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 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 ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Generalae 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/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 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. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. h i th otherwise sown. by text in the bracing section of the truss unless13. Top chords must be sheathed or nu�s output. Use T or I bracing spacing indicated on design. c if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require late 9 Y or less, if no ceiling is ins ise n BEARING established by others. 15. Connections not shown � nsibil f Ott 0 Indicates location where bearings 16. Do not cut or alter truss la (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unle Min size shown is for crushing only. 18. Use of green or treated lumber environmental, health or perfor project engineer before use. w Industry Standards: ANSI/TP11: 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. MiTeke MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 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.