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HomeMy WebLinkAboutTrussARROW ON THE TRUSS HEYHESEN I S 11 S LL1-1 LNU klBuil&rs 32-00-00 8-00-00 t6-00-00 £ -00-00 i t 'stS .f R c M1...+' tip, 0 0 W W W W 0 ___ Builders FirstSource - 1602 INDUSTRIAL PARK DR' BBO PLANT CITY FL.. Phone: (813) 759-5922 Cj1CJ1 o Fax: (813) 752-1532 o http://www.bldr.com CJ3 CG3 General Notes: `D - Per ANSI/TPI 1-2007 all "Truss to Wall" oo : o connections are the responsibility of the Building d O Gf;1 o Designer, not the Truss Manufacturer,. D o N m m o .. -Dim enslons are Feet -Inches- Sixteenths. N Trusses are to be 24" o.c. unless. noted 9'-0 CLG. otherwise (U.N.O.) ti✓2 g UJ 0 U Al Trusses are not designed to support U.N.O, - Do not cut or modify trusses whoutfirst contacting ders lcontact Al S, Immediately Builders FirstSource If trusses are damaged. Connection Notes: 1 ¢ � w ^ ^ � w w w r w r w r Lu s� ,� w w All hangers are to be Simpson or equivalent 2 , rt. CJ3 o U.N,0. „ 1 o e Manufacturer's specifications for all hanger CJ5 �.:.. - 3 E )i,: +,:r. _,� CJ� connections U.N.O. e ` Use 10d x 1 1 2 Nails In hanger connections to single ply roof girder trusses. Floor Truss Notes GR2 2-0 -iI10 . -Shift truss as required q d e red to avoid plumbingtraps. .--.H1 - - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and H2 options prior to installation Dimension Notes: Drawing not to scale. Do not scale dimensions Roof: i A2 T•CLL: 30 PSF A2 TCDL: 15 PSF A2 BCDL: 10 PSF O O O Wind: Az Velocity:MPH 170 MP o o " A2 0 EX Cat.: C a o o 0 9 Risk Cat.: II A2 I 20 -00 11 08 Roof pitch: 5/12 II Overhang: 2'-011 H3 o The Outdoor Quality 14-06-00 Lot 19-20 w -- 1-1 -08 H1 Framing Plan V8 I V7 I€ 20 08 (REVIEWED FOR o .CJ5 �.a �• V6 A4 CODE COMPLIANCES Lot 19-20 :. o cJ3 W w W a> _ wTMm. A4 ST. LUCIE COUNTY Fort Pierce 2400 O /� GE1 CRICK BY BUILDER. -0 -00 O o JUN 1 6 2020 Designed 2-0 00, 9' CLG. A3 -^`^�'��^"^^ 4 T 9 Layout: LOT_19 20_LAY o o 00 )ti CU N O m m 2-0 -00 BY ewp a CJ5 CJ3A CJ5 o � Norman D. Cabrera 7 Date. 06/12/20 Revision History: Z)� CJ3 o 1 ReV l: r o0 0 Florida PE #74093 ftiawed for down inlets. RevZ: o C Rev3. Comments ' y✓p: ro ccoo NOT TO SCALE U Lu w w U U U U W W 0 U U 1H of 9-00-00 : 8-06-00 14-06-00 '. AW#: 2163961 N/A Site Information: Customer: The Outdoor Quality Project Name: Melton Lot/Block: LOT 19 - 20 Model: N/A Address: LOT 19 - 20 Subdivision: N/A City: Fort Pierce State: FL B®CC 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 5-5.0 psf Floor Load: N/A psf This package includes 40 individual, dated 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 No. Seal# Truss Name Date 1 T18773838 Al 6/12/2020 21 T18773858 GR4 6/12/2020 2 T18773839 A2 6/12/2020 22 T18773859 GR5 6/12/2020 3 T18773840 A3 6/12/2020 23 T18773860 GR6 6/12/2020 4 T18773841 A4 6/12/2020 24 T18773861 H1 6/12/2020 5 T18773842 CJ1 6/12/2020 25 T18773862 H2 6/12/2020 6 T18773843 CJ1A 6/12/2020 26 T1-8773863 H3 6/12/2020 7 T18773844 CJ3 6/12/2020 27 T18773864 H4 6/12/2020 8 T18773845 CJ3A 6/12/2020 28 T18773865 H5 6/12/2020 9 T18773846 CJ5 6/102020 29 T18773866 HJ1 6/12/2020 10 T18773847 CJ5A 6/12/2020 30 T18773867 HJ2 6/12/2020 11 T18773848 EJ3 6/12/2020 31 T18773868 HJ3 6/12/2020 12 T18773849 1=J5 6/1212020 32 TlB773869 HJ4 6/12/2020 13 t 18773850 EJB 6/12/2020 33 Tl-87_73870 VT 6/1272020 14 T18773851 -EJ6A —6/12/2020 34 Tl-8773871 V2 6/12/2020 15 T18773852 EJ7 6/12/2020 35 T18773-872 V3 -6/1912090 16 T18773853 EJ7A _6/12/2020 36 T187.7.3873 V4- 6/12/2020 17 T18773854 -GE1 6/12/2020 37 -T_1-877387-4 V5 6/12/2020 18 T18773855 GR1 -6/12/2020 38 T187_73875 V6 -6/1212020 ` 19 T18773856 GR2 6/12/2020 39 T18773876 V7 6/12/2020 20 T18773857 GR3 6/12/2020 40 T18773877 V8- 6/12/2020 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 Elorida7 is February 28, 2021. Florida COA: 6634 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 ANSIIrPI 1. These designs -are based upon -parameters shown_(e.g., loads, supports, dimensions, shapes -and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation -of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. 1 of 1 6904:Patke.East:Blvd:Tampa¢13,3610. June 12, 2020 .note:: Velez, Joaquin 0 N O CV CD D Job Truss Truss Type Qty Ply N/A T18773638 MELTON Al Common 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mi-rek Industries, Inc. Wed Nov 27 12:42:59 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-f5tCO_6eiMyguN2LXogtTlYm Bnc2a94iwlx4XyF_l A -2-0-0 8-0-0 16-0-0 18-0-0 2 D 0 8-M 8-D-0 — - 2-M Scale: 3/8'=l' LOADING (psfi SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 TCDL 15.0 Lumber DOL 1.33 BC 0.82 BCLL 0.0 Rep Stress Incr YES WB 0.22 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1052/0-3-0, 4=1052/0-3-0 Max Horz 2=85(LC 17) Max Uplift 2=637(LC 8), 4=637(1_10 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except -when shown - TOP -CHORD 2-3=-1347/1875, 3-4=-1347/1875 BOT CHORD 2-6=153411108, 4-6=153411108 WEBS 3-6=-913/382 54 = I$ DEFL. in (loc) Udefl Lid PLATES GRIP Vert(LL) 0.37 4-6 >518 240 MT20 244/190 Vert(CT) 0.33 4-6 >570 180 Horz(CT) -0.03 4 n/a n/a Weight: 61 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-8-10 oc bracing. NOTES - I) -Unbalanced roof live loads -have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 8-0-0, Exterior(2) 8-0-0 to 11-2-6, Interior(1) 11-2-6 to-17-11-5 zone; cantilever -left and right exposed ; end vertical left and right exposed; porch 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 p-. 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 atjoint(s) except (jt=lb) 2=637, 4=637- ,,�����rrrrr�lfi�� PQuiN V i� .., No 6813.2 November 27,2019 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 i�iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdration, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/f Quality Criteria, DSB49 and SCSI Building Component 69D4 Parke Fast Blvd. Satetyinformatton available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply N/A T18773839 MELTON A2 Common 11 1 Job Reference o tional �1 iers First source, Plant City, FL - 32555, 8.240 s Jul 14 2019 MPrek Industries, Inc. Wed Nov 2712:43:00 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-7HRabJ7HTg5XVXQEvFKvQhli3b5sn_ExaVVczyF_19 -2-0-0 6314 16-0-0 23�-2 32-0-0 34-0-0 2-0 0 B314 7.8-2 7�-2 8-3-14 0 3x6 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 11 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TP12014 REACTIONS. (lb/size) 2=1928/0-8-0, 8=1928/0-8-0 Max Horz 2=153(LC 17) Max Uplift 2=-636(LC 12), 8=636(1_C 13) 4x6 = 5x8 = 2x4 II Scale = 1:57.7 jg ar raao air — 3x6 = CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 1.00 Vert(LL) -0.19 11 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.391112 >965 180 WB 0.44 Horz(CT) 0.16 8 n/a n/a Matrix-SH Weight: 149 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3457/1570, 3-5=2344/1196, 5-7=2344/1196, 7-8=3457/1570 BOT CHORD 2-12=1238/3045, 11-12=-l238/3045, 10-11 =-1 284/3045, 6-10=1284/3045 WEBS 5-11=-460/1076, 7-11=1155/652, 7-10=01337, 3.11=1155/652, 3-12=0/337 NOTES- 1) Unbalanced roof live=loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2p4 BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to-16-0-0, Exterior(2) 16-0-0 to 19-2--6, Interior(1) 19-2-6 to 33-11-5 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 otttaLlive 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 Gt=lb) 2=636, 8=636. 4*�' �Nt 68`I.62 :OF I.TarripaFL 33610: November 27,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE MIL7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 iviiTek' 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 ANSYM1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773840 MELTON A3 Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 2712:43:02 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-3gZL0?9X HLEIgacOgMNV6NBBPxNFzDWOu_chryF_17 -2-10 4-7-0 9-2-0 11-2-0 2-0-0 4-7-0 4-7-0 2-0-0 Scale: 1)2"=l' LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 TCDL 15.0 Lumber DOL 1.33 BC 0.24 BCLL 0.0 Rep Stress [nor YES WB 0.07 BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=660/0-3-0, 4=689/0-8-0 Max Horz 2=56(LC 12) Max Uplift 2=247(LC 8), 4=263(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=602/313, 3-4=607/306 BOT CHORD 2-6=103/469, 4-6=1=469 4x6 = 3x4 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.02 2-6 >999 240 MT20 244/190 Vert(CT) -0.03 2-6 >999 180 Horz(CT) 0.01 4 n/a rile Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this -design. 2) Wind: ASCE 7-10; Vult=170mph-13-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 4-7-0, Exterior(2) 4-7-0 to 7-9-6, Interior(1) 7-9-6 to 11-1-5 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 DDL=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 Ib uplift at joint(s) except Qt=lb) 2=247, 4=263. I$ November 27,2019 ®WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1114/1-7473 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent 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 ANSIITPII Quality Cdteda, DSB-89 and BCS/ 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 MELTON A4 Common 3 FNIAT18773841 nce (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 M7ek Industries, Inc. Wed Nov 27 12:43:02 2019 Page 1 ID:ybupxlPd477xHxDhQDQZvnyFloR-3gZL079X HLEIgacOgMNV6N5iPpoFyIWOu_chryF_17 -2-ao 7-3-0 14-&0 2-0-0 7-3-0 7-3-0 4x6 = 3x6 - Scale = 1:26.5 I$ LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.80 BC 0.72 WB 0.13 Matrix-SH DEFL. in Vert(LL) -0.12 Vert(CT) -0.23 Horz(CT) 0.02 Occ) Vdefl L/d 4-5 >999 240 4-5 >745 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except. TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc puriins. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=759/Mechanical, 2=997/0-B-0 Max Horz 2=97(LC 12) Max Uplift 4=247(1-C 13), 2=336(LC 12) FORCES. • +(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/634, 3-4=1204/653 BOTCHORD 2-5=-460/993, 4-5=460/993 WEBS 3-5=-31/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=O-18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 7-3-0, Exterior(2) 7-3-0 to 10-5-6, Interior(1) 10-5-6 to 14-5-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS// ' �f'FI,' for reactions she•,ivn; Lumber DOL=1.60 plate grip DOL=1.60 3) This trussfias been designed for a 10.0 psf-bottom chord live load nonconcurrent with any other live loads. _ ���� �N. vF� raj 4) • This truss has been designed for live load ��� PQV a of 20.Opsf on the bottom chord in all areas where a rectangle-3-6-0 tall by 2-0-0 wide %� will rd between the bottom chord and -any other members. 5j-Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)° 6'81,62 4=247, 2=336., OF TarnOgi fL 33610' November 27,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED 41ITEK REFERENCE PAGE M11.7473 rev. 10/0.W015 BEFORE USE. ° Design valid for use only with M7ek® 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 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek- 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 ANSb7P/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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773842 MELTON CA Comer Jack 17 1 Job Reference (optional) uuiiaers First source, Flan Lary, FL - 3Zbbb, 0 MZ41.1 s JUI 14 ZUItl MI IeK maustrles, inc, VVeO NOV Z/ 1L:4J:U4 zui to rage l ID:ybupxlPd47?xHxDhQOQZvnyF1oR-72g5RhAnWuby_8k7840raXSW5Cg3jugpsCTimkyF 15 1-0-0 1-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) 0.00 2 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0,03 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hore(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4-SP No.3 REACTIONS. (lb/size) 3=138/Mechanical, 2=411/0-3-0, 4=10/Mechanical Max Horz 2=70(LC 8) Max Uplift 3=138(LC 1), 2=282(LC 8), 4=15(LC 8) Max Grav 3=120(LC 8), 2=411.(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when -shown. Scale: 1.5"=1' PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vuk=170mph (3-second gust)-1/asd=132mph; TCDL=4.2psf 9CDL=3;0psf; 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 nonconcument with any other live loads. 3) ' This -truss has been designed for a live load of 20.Opsf on the bottom chord in all -areas -where a rectangte 3-S=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)_P.-rovide mechanical connection (by -others) of truss to bearing plate capable of withstanding 100 lb upfitt atjoiot(s) 4 except Qt=lb) 3=138,2=282. November 27,2019 , AwARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I47473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 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/TPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Intormadon available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply NIA T18773843 MELTON CAA Comer Jack 1 1 Job Reference (optional) cwicers rirsi source, runt ary, rL - a,&000, 2x4 = ST1.5x8 STP = 1-0-0 o.Z4u s rut l4 /uiu MI I eK inOUStrles, Inc. Wed Nov Zt IZ:4J:Ub ZU7y rage i ID:ybupxlPd47?xHxDhQOQZvnyFloR-TFETf1BPHCjpclJBiov47k?o2cOZSL4z4sCGIAyF_14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.02 Vert(LL) -0.00 1 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=51/0-8-0, 2=41/Mechanical, 3=9/Mechanical Max Horz 1=25(LC 12) Max Uplift 1=13(LC 12), 2=28(1_C 12) Max Grav 1=51(LC 1), 2=41(LC 1), 3=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.5 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied -or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. -NOTES- 1) Wind: ASCE 7-lfl; Vult=170mph (3-second gust) Vasd=132mph; 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;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 .D.O 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 atjoint(s) 1, 2. `��4`illl)lr� %V PCLlll f �_ No •6$1$2 +.:W... 3. SJ OF Date, November 27,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. �— Design valid for use only with Mrrek® 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 ' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�niTek' 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?P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Setetylnformetlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandde, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply N/A T18773644 MELTON CJ3 Comer Jack 13 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:05 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-TFETf1 BPHCjpclJBiov47k?g6c_SL4z4sCGIAyF_14 -2-D-0 3-0-0 2-0-0 3-D-0 Scale = 1:12.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) 0.01 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) -0.01 2-4 >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/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP-No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=58/Mechanical, 2=409/0-3-0, 4=2B/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=50(LC 12), 2=253(LC 8), 4=45(LC 8) Max Grav 3=58(LC 1); 2=409(LC 1), 4=56(LC 3)- FORCES. (lb) -Max. Comp./Max.- Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Ehcl., GCpi=0.18; MWFRS (envelope) -and C-C Extedor(2)-1-11-54o 1-3-1, Interior(1) 1-3-1 to 2-11-4 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- ft others) of truss to bearing plate capable of withstanding-1 00 lb uplift -at joint(s) 3, 4 except (jt=lb) 2=253. 44.14 N"' c' f No 68'1,82 r. November 27,2019. ®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 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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, DSI3-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Nuandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773f345 MELTON CJ3A Comer Jack 1 1 Job Reference (optional) tsunaers rlrsi bource, riant cny, YL - nzbbb, 2X4 = .5x8 STP = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.20 TCDL 15.0 Lumber DOL 1.33 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=143/0-8-0, 2=117/Mechanical, 3=26/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=37(LC 12), 2=79(1_C 12) Max Grav- 1=143(LC 1), 2=117(LC 1), 3=52(LC 3) FORCES. (lb)=Max_Comp4Max. Ten. -All forces 2W(lb) or less except when shown. O.Z4U s Jul I q ZUIy mi I eK inausines, Inc. VVea NOV Zr I414.5 b LUI V rage I ID:ybupxlPd477xHxDhQDQZvnyFloR-yRorsNCl2WrgDSuOFVRJfyYwzDLrBoK6J%pgdyF 13 3-0-0 3-0-0 Scale = 1:10.8 DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) -0.00 1-3 >999 240 MT20 2441190 Vert(CT) -0.01 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- -'1) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II;-Exp C; Encl., GCpi=0-18; MWFRS (envelope) and C-C Extedor(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-Alvith 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) 1, 2. .. No ,681 g2: ;.Tampa FL 336% November 27,2019 ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 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 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 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. Sa efylydormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T187731346 MELTON CJ5 Comer Jack 9 1 Job Reference (optional) truaaers ttrst source, viant ctry, rL - s2aao, 0 O.,e4U s JUI 14,dU'Ia IwI IeK Inausirles, Inc. vveu Nov Lr -, L:43:Ur LU-,e rage , wQ ID:ybupxlPd477xHxDh000ZvnyF1 oR-QdME4jDgppzXrcSapDyYC947dBwFZGYAhNM3yF_12 5-0-0 5-M Scale = 1:16.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL)- -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(CT) -0:05 2-4 >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 FBC2017ITP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=157/Mechanical, 2=509/0-8-0, 4=46/Mechanical Max Horz 2=151(LC 12) Max Uplift 3=-112(LC 12), 2=213(LC 8) Max Grav 3=157(LC 1)r2=509(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Dpsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1-to_4-11-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0Sall 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=112, 2=213. iv �.. t_;82 -No 68 November 27,201$ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke 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 andlor chord members only. Additional temporary and permanent bracing always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the WOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply N/A T18773847 MELTON CJ5A Comer Jack 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:07 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1oR-QdME4jDgppzXrcSapDyYC94_9QdBwFZGYAhNM3yF_12 5-0-0 - 5-0-0 1-1 2x4 = ST1.Sx8 STP = Scale = 1:15.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(CT) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=253/0-8-0, 2=207/Mechanical, 3=46/Mechanical Max Horz 1=116(LC 12) Max Uplift 1=69(LC 12), 2=135(1-C 12) Max Grant 1=253(LC 1), 2=207(LC 1), 3=92(LC 3) FORCES. -(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less exceptAmhen shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust)-Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl.,- GCpi=0.18; MWFRS (envelope)and C-C Exterior(2) 0-4-0 to 3-6-6, Interior(1) 3-6-6 to 4-11-4 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-diord 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 1OD lb uplift atjoint(s) 1 except 0t=1b) 2=135. November 27,2019 ®WARNING -Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2019 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabdration, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sa/erylMarmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773848 MELTON EJ3 Jack -Open 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32555, 15.241.) S JUI 14 2U1 u MI I eK Industries, Inc. Wed NOV Zt 1Z:43:u5 ZU1 y rage 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-ugwcH3Dla75OTll m NwTnkNdBLgO5fipPmgRwvVyF_11 -2-M 3.0-0 _ - - 2-M 3-0-0 Scale = 1:12.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in (loc) Vdefl Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) -0.00 2-4- >999 240 TCDL 15,0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.01 24- >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/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=58/Mechanical, 2=409/0-3-0, 4=28/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=50(LC 12), 2=199(LC B) Max Grant 3=58(LC 1), 2=409(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 13 lb_ FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTES- 1) Wind_ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11;_Exp C; Encl., GCpi=0.18; MWF-RS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 2-11-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss -connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=499. ®WARNING - Verify design parameters and READ NOTES ON TIPS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MTek® 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 ANS11TP/1 Duality Cdteria, DSB-89 and SCSI Building Component Safefylnfonnatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. November 27,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply [WAT18773849 MELTON EJ5 Jack -Open 4Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:09 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-MOU_UOEwLRDF4vczxe_OHaALXDEjO93Y?UATRxyF_10 L -2-0-0 5-0-0 r 2-0-0 5-0.0 Scale = 1:16.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) 0.12 2-4 >471 240 MT20 244/190 TCDL 15.0 Lumber-DOL 1.33 BC 0.58 Vert(CT) 0.11 2-4 >511 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3- n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=177/Mechanical, 2=491/0-3-0, 4=48/Mechanical Max Harz 2=151(LC 12) Max Uplift 3=120(LC 12), 2=289(LC 8), 4=77(LC 8) Max Grav 3=177(LC 1), 2=491(LC 1). 4=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VOit=170mph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11=5 to 1-3-1, Interior(1) 1-3-1 to 4-11-4 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)-4 except Qt=lb) 3=120, 2=289. November 27,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlb7473 rev. 1010312015 BEFORE USE. Design valid for use only with NI7ek® 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' 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 - • ANSVTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. SaWinformation available from Truss Plate Institute, 218 N. Lee Street, Sufte 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773850 MELTON EJ6 Jack -Open 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 = ST1.5x8 STP = 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:09 2019 Page 1 ID:ybupxlPd47?xHxDhQDQZvnyF1 oR-MOU_UOEwLRDF4vczxe_OHaANjDF8093Y?UATRxyF_10 6-9-8 6-9-8 Scale = 1:19.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES -GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(LL) -0.11 1-3 >729 240 MT20 244/190- TCDL 15.0 Lumber DOL 1.33 BC 0.55 Vert(CT) -0.21 1-3 >364 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=358/0-5.8, 2=293/Mechanical, 3=65/Mechanical Max Horz 1=163(LC 12) Max Uplift 1=98(LC 12), 2=190(LC 12) Max Grav 1=358(LC 1), 2=293(LC 1). 3=130(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind:-ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;-BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 3-5-2.Interior(]) 3-5-2 to 6-8-12 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 20.0psfon the bottom chord in allareas 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 trussconnections. 5) Provide mechanical -connection (by others) of truss to bearing -plate capable of withstanding 100 lb uplift at joints) 1 except Gt=lb) 2=180. 1N No 68.182 November 27,2019 ®WARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. �7. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not rT a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bilding 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 ANSVTP/1 Qualify Criteria, DSB49 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 N/A T18773851 MELTON EJ6A Jack -Open 2 1 Job Reference (optional) irst source, rant City, FL-:525W, 8.240 Is Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:10 2019 Page 1 ID:ybupxlPd477xHxDh000ZvnyF1 oR-qC2MikFY6kL6i3B9ULV FgoiSXddk7cJiEBwl zOyF_17 -2-0-0 6-0-0 2-0-0 6-041 JI I..AO AIr — Scale = 1:18.2 6-0-0 Plate Offsets (X,Y)— [2:0-1-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.06 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) -0.12 2-4 >568 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3- rile n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=21 1 /Mechanical, 2=555/0-8-0, 4=56/Mechanical Max Horz 2=174(LC 12) Max Uplift 3=145(LC 12), 2=216(LC 8) Max Grav 3=211(LC 1), 2=555(LC 1), 4=112(LC_3)_ FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when. shown. NOTES - I) -Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Zpsf; BCDL=3.Opsf; h=13ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3.1, Intedor(1) 1-3-1 to 5-11-4 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 (jt=lb) 3=145,-2=216. ,►� u N r ��� jj� No- 681;8.2 OF November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek® 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 BR A 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 ,p1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 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 NIA T18773852 MELTON EJ7 Jack -Open 2 1 Job Reference (optional) uudaers t-irst bource, rlant arty, I-L - s2etio, ts.Zvu s JUI 14 Zut a mI I eK maustnes, Inc. vveo Ivov zi I Z vsn i zut tr rage i ID:ybupxlPd47?xHxDhQOQZvnyFloR-IPckv4GAt2TzKDmL230UM?FcNlxts3ZrTofaVgyF_1_ -2-0-0 74)-0 2-0-0 7-0-0 0 bl 1.0XV b I V = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) 0.12 2-4 >681 240 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -0.19 2-4 >415 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrbr-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=249/Mechanical, 2=604/0-8-0, 4=79/Mechanical Max Horz 2=197(LC 12) Max Uplift 3=157(LC 12), 2=221(LC 8) Max Grav, 3=249(LC 1), 2=604(LC 1). 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All -forces 250 (lb) or less except when shown. Scale = 1:20.2 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=D:1B; MWFRS-(envelope) and C=C Extedor(2)-1-11-5 to 1-3-1, Interior(1)-1-3-1 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)—* ThisAruss 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 otheFmembers. 4) Refer to girder(s) for truss to truss connections. 5}Provide mechanical connection (by others) of trams to bearing plate capable -of wkhstanding 100 lb uplift at joint(s) except (jt=lb) 3=157, 2=221. November 27,201 q ®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 Mrrek® 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 iviiTek' 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 ANSVTPII Qually 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 Oty Ply NIA MELTON EJ7A Jack -Open 10 1 T18773853 Job Reference (optional) I --- --• , nm. vvuu rvuv cr-iz:va: i i &ulto rage 1 ^ ^ ID:ybupxlPd47?xHxDhQOQZvnyFloW;Pckv4GAt2TzKDmL230UM?FbUlvXs37-rTofaVgyF_1_ 7-0-0 3x4 = 3 ST1.5x6 STP = Scale = 1:19.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi Ud- PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.15 1-3 >512 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) -0.24 1-3 >325 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=363/0-8-0, 2=266/Mechanical, 3=97/Mechanical Max Horz 1=163(LC 12) Max Uplift 1=-100(LC 12). 2=165(LC 12), 3=8(LC 12) Max Grav 1=363(LC 1), 2=266(LC 1), 3=129(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph_(3-second gust) Vasd=132mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. I% Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C-Extedor(2) 0-4-0 to 3-6-6, Interior(1) 3-6-6 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & M WFRS 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) ' Thistruss 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 except Qt=lb) 1=100, 2=165. ®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 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 ANSYTPI1 Quality Criteria, DSB49 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. November 27,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A I T18773854 MELTON GE1 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MfTek Industries, Inc. Wed Nov 27 12:43:12 2019 rage 1 ID:ybupxlPd47'?xHxDhQOQZvnyFloR-mb977QHoeMbgxNLXcmXkvDooWROzbVq?hSP81GyF_Oz -2-0-0 4-3-0 B-9-4 2 4 0 4-3-0 4.64 Scale = 1:30.4 4x6 = 12 11 10 9 8 3x6 II 3x6 II 3x4 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 TCDL 15.0 Lumber DOL 1.33 BC 0.09 BCLL 0.0 Rep Stress Incr YES- WB 0.13 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -0.05 7 n/r 120 MT20 244/190 Vert(CT) -0.08 6-7 n/r 120 HOrz(CT) 0.00 8 n/a n/a Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-9-4. (lb) - Max Horz 12=162(LC 10) Max Uplift All uplift 100-lb or less at joint(s)10 except 12=228(LC 8), 8=18B(UC 9), 11=143(LC 9), 9=-143(LC-8) Max Grav= All reactions 250 lb or less_atjoint(s) 11, 9 except-12=366(LC 23), 8=336(LC 24), 10=293(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. = Ail`forces 250 (lb) or less except when shown. TOP CHORD 2-42=354/803, 6-8=319/686 BOT CHORD 11-12=-331/324, 10-11=-235/404, 9-10=235/404 WEBS 4-40=261/203, 5-9=201/291, 2-11=248/428, 6-9=195/391 NOTES- 1) Unbalanced roof -live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -2-3-5 to 0-11-1, Extedor(2) D-11-1 to 4-3-0,-Comer(3) 4-3-0 to7-5-6, Exterior{2) 7-5-6 to 10-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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-StandantJndustry Gable End Details as applicable, or consult qualified building designer as per-AN61/TP1 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-D-0-oc. 7) This truss has-been designed for a 110.0 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 atjoint(s) 10 except Gt=lb) 12=228,8=188,11=143;9=143. 0 Pau1N Na 681,82 r November 27,2019. WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 101=015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew MiTew prevent 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 ANS/lTP/1 Quality Crrteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylntormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T1B773855 MELTON GR1 Hip Girder 1 1 Job Reference o tional builOers I-Irst Source, Nlant Ulty, FL - 32b66, 6.240 s Jul 14 2019 MITek Industries, Inc. Wed Nov 27 12:43:13 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFl oR-EnjVKmHQPghZXwkAT3zRQK19rZ1 KxbM8hZjyF_Oy 2 0 0 5 0 0 11-0-0 16-0-0 18-0-0 ' 2-0-0 5-0-0 6-0.0 5-0-0 2-0-0 5x6 = 5x6 = Scale = 1:32.6 Plate Offsets (X,Y)— [2:D-3-0,Edge], [3:0-3-0,D-2-4], [4:0-3-0,0-2-4], [5:0-3-O,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 1 Plate Grip DOL 1.33 TC 0.59 Vert(LL) 0.26 7-8 >723 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) 0.23 7-8 >839 180 BCLL 0.0 Rep Stress Incr NO WB -0.16 Horz(CT) 0.06 5 file n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 70lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5.11 oc purlins. 3-1: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1406/D-3-0, 5=1406/D-3-0 Max Horz 2=59(LC 13) Max Uplift 2=1067(LC 4), 5=1067(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP -CHORD 2-3=2492/2041, 3-4=2194/1891, 4-5=2496/2044 BOT-CHORD-2-8=1773/2204, 7-8=1749/2190, 5-7=1803/2208 WEBS 3-8=347/414, 4-7=340/416 --ROTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft;.Cat. II;-Exp C; Encl., -GCpi=0.18; MWFRS•(envelope); cantilever -left and right exposed ; end verticalJeft and night exposed; porch left and -right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water-ponding. 4) This-trLiss 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•boftom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��' j� (� ��'0 fit between the bottom S,! will chord and any -other members. .�. -6)-Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) • o 681,82 N z=1os7, s=1os7. 7) Hanger(s) or other connection device(s)shall be -sufficient to load(s) 255 lb down 266 lb provided support concentrated and up at 5-D-0, 95 lb down and 125 Ito up at 7-0-12, and�5- Ib down and 125 lb up at 8-11-4, and 255 lb down and 266 lb up at 11-0-0 on top chord, and 170 lb down and 200 lb up at-5-0-0, 56 lb down and 92 lb up at 7-0-12, and 56 lb down and 92 lb up at 8-11-4, and 170 lb down and 200 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. p :. .OF 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �i F S. LOAD CASE(S) Standard 1) Dead + Roof Live Lumber Increase=1.33, Plate Increase=1.33 •s R r Ir �� (balanced): Uniform Loads \�* ♦�' (plf) Vert: 1-3=90, 3-4=90, 4-6=90, 2-5=20 Concentrated Loads (lb) Joaquin,Veld PE,No B8182,, Vert: 4=184(F) 8=55(F) 7=55(F) 3=184(F) 9=87(F) 10=87(F) 11=28(F) 12=28(F) MITek.0kinc. k.0071115 34` November 27,2019 AwARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010=015 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 Mi1'� ' 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, we ANS11TP11 Quality Criteria, DSS-89 and BCS/ Building Component 6904 Parke East Blvd. Satiety lntormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773856 MELTON GR2 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 M7ek Industries, Inc. Wed Nov 27 12:43:16 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-fMPdyoKJha6FQ_eJrccg33ySs2X1XDKac3NLA1yF_Ov i Rg-0-0 11-6-0 20-6-0 _ 32-M 34-0-0 2-0-0 11 9-06-0 -0 11-21 ' Scale = 1:59.1 5.00 12 5x6 = 3x6 = 7x10 = 3 12 413 14 15 16 17 5 18 19 5x6 = 6 ST1.5x8 STP = 20 21 22 23 10 24 25 26 Z7 - bI1.bxfi b I P 5x6 = 3x6 = 7x10 = 3x6 = 5x6 = LOADING (ps j SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5,5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2 3554/0-8-0, 7=3554/0-8-0 Max Horz 2=-76(LC 32) Max Uplift 2=1595(LC 4), 7=1595(LC 5) CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TC 0.94 Vert(LL) 0.33 10 >999 240 MT20 244/190 -BC 0.98 Vert(CT) 0.58 10-11 >648 180 WB '0.48 Horz(CT) 0:14 7 n/a n/a Matra-SH Weight: 367 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250-(lb)-or less-except-wheashown. TOP CHORD 2-3=7755/3478, 3-4=-6902/3195, 4-5=10206/4605, 5-6=6903/3195, 6-7=7755/3478 BOT CHORD- 2-11=3071/7016, 10-11=4 442/9732, 9-10=-4457/9732, 7-9=-3100/7016 WEBS 3-11=963/2330, 6-9=96312330, 4-11=3403/1664,4-10=30/799, 5-10=30/799, 5-9=3403/1664 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xT) 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 aC0-9-0_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; VuR=170mph (3-second gust) Vasd=132mph; 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 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsfonxhe 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 (jt=lb) 2=1595, 7=1595. 9) Hanger(s) or other connection device(s) shall be provided sufficient -to -support concentrated load(s) 386 lb down and 366 lb up at 7-0-0, 176lb down and 179 lb up at 9-D-12, 176 lb down and 179lb-upat 11-0-12, 176 lb down and 179 lb upat 13-0-12, 176 lb down and 179 lb up at 15-0-12, 176 lb down and 1791b up at 16-114,176 lb down and 179 lb up at 1 B-11-4, 176 lb down and 179 lb up at 20-11-4, and 176 lb down and 179 lb up at 22-11-4, and 386 lb down and 366 lb up at 25-0A on top -chord, and 297 lb down and 175lb up at 7-0-0,89 lb down and 28 lb up -at 9-0-12, 89 lb down and 28 lb up at 11-0-12, 89 lb down and28 lb up at 13-0-12, 89 lb down and 28 lb up at 15-0-12, 89 lb down and 28 lb up at 16-11-4,E9-Ib down and 28 lb up at 18-11-4, 89 lb down and 28 lb up at 20-11-4, and 89 lb down and 28 lb up at 22-11-4, and 297 lb down and 175 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. IN ��r�uri►r>r� i�SO 68182 s4.4 November 27,201 a Continued on a e 2 ffew ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 �k a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 [� A 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 ANSITI'll 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, VA22314. Tampa, FL 36510 Job Truss Truss Type Qty Ply T18773856 MELTON GR2 Hip Girder 1 �J`oAb Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:15 2019 Page 2 ID:ybupxlPd477xHxDh000ZvnyFloR-fMPdyoKJha6FQ eJrccg33ySs2X1XDKac3NLA1yF_Ov LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-6=90, 6-8=90, 2-7=20 Concentrated Loads (Ib) Vert: 3=315(F) 6=315(F) 11=297(F) 9=-297(F) 12=176(F) 13=176(F) 14=176(F) 15=176(F) 16=176(F) 17=176(F) 18=-176(F) 19=176(F) 20=77(F) 21=77(F) 22=77(F) 23=77(1`) 24=77(F) 25=77(F) 26=77(F) 27=77(1`) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity, the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M)Tek° , 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 ANSUM11 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 N/A T18773857 MELTON GR3 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32555, MZ41J 5 JUI 14 ZU1 B MI I eK Industries, Inc. Wed Nov Zf 1Z:43:1 I ZUl V rage 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-7ZzOA7KxSuE628DVPJ7vcGVetStQGXmkd6uiUyF_Ou 2 0 0 7-0-0 14-6-12 17-5-4 25 0 0 , 32-M 34-0-0 , 2 7-0-0 7-6-12 2-10-8 7.6-12 7-0-0 2-0-0 Scale = 1:59.1 7x10 = 3x4 = 2x4 II 4x6 = 5.00 12 3 4 15 5 76x8 = 18 8 17 18 ST1.5x8 STP = ' ' '- 19 12 ' ' 1- 21 22 23 ' - ST1.5x8 STP = 3x8 2x4 II 7x10 WB = 2x4 II 5x6 = 5x12 = 4x12 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.86 BC 0.97 WB 0.98 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.34 11-13 >999 240 -0.62 11-13 >607 180 0112 8 n/a rile i PLATES GRIP MT20 244/190 Weight: 380 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing direct!y applied. 3-6: 2x6 SP No.2, 6-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=3224/0-8-0, 8=3692/0-8-0_ Max Horz 2=76(LC 31) Max Uplift 2=-1274(LC 4). 8=1562(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6940/2693, 3 4= 11234/4663, 4-5=11304/4783, 5-7=11305/4784, 7-8=8129/3409 BOT CHORD 2-14=2351/6272, 13-14=-2352/6261, 11-13=-4519/11232, 10-11=3039/7341, 8-10=-3042/7368 WEBS 3-14=0/351,3-13=2321/5463, 4-13=-15"M04, 4-11=-444/385, 5-11=12921798, 7-11 =-1 748/4348, 7-1O=67/740 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3")-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; Vuh=170mph (3-second gust) Vasd=132mph; 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 5) Provide adequate drainage to prevent water ponding. 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 (jt=lb) 2=1274, 8=1562. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 206 lb up at 15-2-12, 203 lb down and 206 lb up at 17-1-4, 203 lb down and 206 lb up at 19-1-4. 203 lb down and 206 lb up at 21-1-4, and 203 lb down and 206 lb up at 23-1-4, and 366 lb down and 355 lb up at 25-0-0 on top chord, and 1239lb down -and 478-lb up at 14-6-12, 90 lb down at 15-2-12, 90 Ito down at 17-1-4, 9D lb down at 19-1-4. 90 lb down at 21-1-4, and 90 lb down at 23-1-4, and 287 lb down and 151 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, November 27,2019 :ontinued on a e 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 - MiTek7 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 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 N/A T18773857 MELTON GR3 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 2712:43:17 2019 Page 2 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-7ZzOA7KxSuE628DVPJ7vcGVetStQGXmMSuiUyF_Ou LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-7=90, 7-9=90, 2-8=20 Concentrated Loads (lb) Vert: 6=203(B) 7=296(B) 13=1239(B) 10=287(B) 15=203(13) 16=203(B) 17=-203(B) 18=203(B) 19=45(B) 20=45(B) 21=45(B) 22=45(B) 23=-45(B) ®WARNING - Vedly 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 Mfrek® 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/i Qualily Criteria, DS949 and BCSI Building Component 6904 Parise 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 i T18773858 MELTON GR4 Jack -Closed Girder 1 1 JoN/A b Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:18 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-bIXONTLZDCMzflohyl e88U1 ytsHI?5kt4NsSEwyF_Ot 3-5-10 , 6-9-8 - - -� 3-5-10 343-14 3x6 = ST1.5xB STP = 2x4 3 4x6 = Scale = 1:20.1 3-5.10 , 6-9-8 3-5-10 3-3-14 Plate Offsets (X Y)— [1:0-2-1,0-0-10] [5:0-4-B 0-1-B] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.27 Vert(LL) -0.03 1-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) -0.05 1-5 >999 180- BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.01 4 n/a file BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 37Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. REACTIONS. (lb/size) 1=1665/0-5-8,-4=1259/Mechanical Max Horz 1=185(LC 22) Max Uplift 1=563(LC 8), 4=-458(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2111/694 BOT CHORD 1-5=-673/1883, 4-5=-673/1 B83 WEBS 2-5=-434/1409, 2-4=2078/778 NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; 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 100 lb uplift at joint(s)-except (jt=lb) 1=563, 4=458. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 742-lb down and 263 lb up at 0-10-4, and 738 lb down and 266 lb up at 2-10-4, and 738 lb down and 266 lb up at 4-1D-4 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 1-4=20 Concentrated Loads (lb) _ Vert: 6=742(F) 7=738(F) 8=738(1`) i�,�lli11/111/� No 68182 November 27,201$ ®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 MITekG 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 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa►etylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply �NZA T18773859 MELTON GR5 Hip Girder 1 1 Job Reference (optional)' Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 2712:43:19 2019 Page 1 ID:ybupxlPd47?xHxDh000ZvnyF1 oR-3x4mbpMB_VUgHSNuWk9Nhha3KFj1 kfH111 b?mMyF_Os 2-0-0 3 0-0 6-2-0 9-2-0 11-2-0 2-0-0 3-0 0 3-2-0 3-0-0 240-0 Scale = 1:24.5 4x6 = �3 5x5 = 3x4 = Plate Offsets (X,Y)— (4:0-3-0,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 Vert(LL) -0.02 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horc(CT) 0.01 5 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP-No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 11 -D-0 oc bracing. WEBS 2xASP No.3 REACTIONS. (lb/size) 2=614/0-3-0, 5=639/D-8-0 Max Horz 2=-42(LC 39) Max Uplift 2=-296(LC 4), 5=315(LC 5) Max-Grav, 2=619(LC 19). 5=639(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less -except when shown. TOP CHORD 2-3=-879/266, 3-4=686/251, 4-5=-850/259 BOT CHORD 2-8=191/806, 7-8=195/788, 5-7=1841763 WEBS 3-8=148/274, 4-7=165/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical -connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except{jt=lb) 2=296,5=315. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 109 lb up at 3-0-0, and 42 lb down and 43 lb up at 4-6-12, and 102 lb down and 109 lb up at 6-2-0 on top chord, and 216ib-down and 185 lb up at 3-0-0, and 22 lb down at 4-6-12, and 216 lb down and 185 lb up at 6-1-4 on bottom chord. The design/selection of -such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back-(B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33-Plate Increase=1.33 Uniform Loads (plf)' - Vert: 1-3=90, 3-4=90, 4-6=90, 2-5=20 Concentrated Loads (lb) Vert: 8=52(F) 7=52(F) 10=8(F) N 681,82 - November 27,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M//-7473 rev. 10/0M015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, 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 MITprK• 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 I ANSU7P71 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773660 MELTON GR6 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:20 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-X7e8o9Nglpchvby44ShcEv7CQf FT5MAXhLZJpyF_Or 2 0 0 6.0.0 Bb0 14-M 2-0-0 6-0-0 2S-0 6-0-0 54 = 5x6 = Scale = 1:28.3 I$. 4x6 = 3x8 6-0-0 BFr0 14-6-0 6.0-0 2-6-0 B-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 TCDL 15.0 Lumber DOL 1.33 BC 0.58 BCLL 0.0 Rep Stress Incr NO WB 0.16 BCDL 10.0 Code FBC2017frPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=1200/0-8-0, 2=1436/0-8-0 Max Horz 2=88(LC 12) Max Uplift 5=-577(LC 9), 2=671(LC 4) FORCES'. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2352/1158, 3-4=2092/1146 4-5=2411/1194 BOTCHORD-2-7=1028/2053, 6-7=-1024/2037, 5-6=1012/2110 WEBS 3-7=7V387, 4-6=94/408 P = DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.07 6-7 >999 240 MT20 244/190 Vert(CT) -0.11 6-7 >999 180 Horz(CT) 0.03 5 n/a n/a Weight: 71 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-10 oc bracing. NOTES= 1) Unbalanced -roof live loads have been considered for this design: 2) Wind: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; 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- 3) Provide adequate drainage to prevent water ponding. 4) This truss -has been designed -fora 10:0 psf bottom chord live load nonconcurent 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 100 lb uplift at joint(s) except (It --lb) 5=577, 2=671. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 196 lb up at 6-0=0,-1-34 lb down and 152 lb up -at 6-6.12, and-138 lb down and 152 lb up at 8-0-15, and 171 lb down and 196 lb up at 8-6-0 on top chord, and172 lb down and 120-lb-up at 6-0-0, 72 lb down at 6-6-12, and 72 lb down at 8-0-15, and 172 lb down and 120 lb up at 8-6-0 on bottom chord. The-design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section; loads applied to the face of the truss are noted -as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced):-Lumberincrease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=9Q 34=90, 4-5=90, 2-5=20 Concentrated Loads (lb) Vert: 4=128(B) 7=170(B) 6=170(B) 3=128(B) 8=121(B) 9=121(B) 10=36(13) 11=36(B) No 681,82 Tamp4 EL 33610 November 27,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MfF7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply N/A T18773661 MELTON H1 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MFrek Industries, Inc. Wed Nov 27 12:43:21 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-?KCWOVNSW7kYWIXGe9Crm6flg3FUCQbJmL46rFyF Oq 2-0 0 4-9 14 9-0 0 16-0-0 23-0-0 27-2-2 32-0.0 34-0-0 2-0-0 4-9-14 4-2-2 7-0-0 7-0-0 4-2-2 4-9-14 2-0-0 Scale = 1:59.1 54 = 5.00 Sx6 = 14 0 15 6 ST1.5x8 STP = '- ' ' '- ST1.5x8 STP = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1928/0-8-0, 8=1928/0-8-0 Max Horz 2=94(LC 17) Max Uplift 2=656(LC 8), 8=656(LC 9) 5x8 = 3x4 = 3x8 = CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 1.00 Vert(LL) -0.26 11 >999 240 MT20 244/190 BC 0.90 Vert(CT)-0:4810-11 _ >783 180 WB 0.67 Horz(CT) 0.15 8 n/a n/a- Matrix-SH Weight: 155 lb FT = 20% BRACING - TOP CHORD Structuratwood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3534/1922, 3-4=-3171/1712, 4-5=3630/2038, 5-6=3630/2038, 6-7=3171/1712, 7-8=-3534/1921 BOT CHORD 2-12=1601/3137, 11-12=-1293/2849, 10-11=-1327/2849, 8-10=1635/3137 WEBS 3-12=315/337, 4-12=88/379, 4-11=544=5, 5-11=-718/500, 6-11=544/1035, 6-10=88/379, 7-10=315/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second.gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 9-0-0, Exterior(2) 9-0-0 to 13-6-5, Interior(t) 13-6-5 to 23-0-0, Exterier(2) 23-0-0 to 27-4-5, Interior(1) 27-4-5 to 33-11-5 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 nonconcarrent 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 100 lb uplift.at joint(s) except (1t=lb) 2=656, 8=656. �t►111111/��� `PaGE NV �<�� S� No z$1.82 r r - .Tampa FL 33614 November 27,2019 AwARN1NG - 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 Mrrek® 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' 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 ANS11TPN 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, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply NIA ' T18773862 MELTON H2 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:22 2019 Page 1 ID:ybupxlPd477xHxDhQOQZvnyFloR-UWmvDrO4HQsP8v6SBsj4JKCYFTe1xy8T 7gfNhyF_0p 14 11-M 16-0-0 21-M 26-2-2 32-M 34I 2-0-0 5-9-14 5-2-2 5.0-0 5-0-0 542-2 5-9-14 Scale = 1:59.1 6x8 = 6x8 = ST1.5x8 STP = _ — - ST1.5x8 STP = 3x8 = 2x4 I I 3x4 = 5x6 3x4 = 2x4 II 3x8 = 5-914 11-0-0 16-0-0 21-0-0 26-2-2 32-0-0 5-9-14 5-2-2 5-0-0 5-0-0 5-2-2 5-9-14 Plate Offsets (X,Y)— [2:0-4-2,0-1-8),[4:0-4-0,0-2-2),[5:0-4-0,0-2-21,[7:0-4-2,0-1-8),[11:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.19 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.36 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 167 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. 4-5: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1928/0-8-0, 7=1928/0-8-0 Max Horz 2=11 O(LC 16) Max Uplift-2=626(LC 8), 7=626(LC 9) FORCES. (lb) -Max. Comp./Max. Ten: - Alliorces 250 (lb) or less except when shown. TOP CHORD 2-3=3553/1B52, 34=2962/1638, 4-5=2709/_1fi40, 5-6=2962/1638, 6-7=3553/1852 BOT-CHORD 2-13=1533/314B, 12-13=1533/3148, 11-12=119012652, 1 0-11=1 22312652, 9-10=1566/3148, 7-9=1566/3148 WEBS 3-12=5521377, 4-12=1411365, 5-10=141730, 6-10=552/377 NOTES- 1) Unbalanced roof -live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust)-Vasd=132rnph;TCDL=4.2psf; BCDL=3.0psf; h=lift; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 11-0-0, Exterior(2) 11-0-0 to 15-6-5, Interior(1) 15 6-5!o 21-0-0, Exterior(2) 21-0-0 to 25-6-5, Interior(1) 25-6-5 to 3Z=I 1-- zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and -forces &.MWi1FRS for reactions shown; Lumber-DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to -prevent water port -ding. 4) This truss has been designed for a I0.0-psf bottom chord live load nonconcurrent wittiany other live loads. 5) • This truss has been -designed for a Jive-4oad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall -by 2-0-0 wide will rR between the bottom chord and any other -members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100ib-uplift at joint(s) except (jt=lb) 2=626, 7=626. 1,,��f;11�414, % LUIN y� 4Z. is Z No 681,82 November 27,201$ ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2055 BEFORE USE. Design valid for use only with Mrrek® 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSUTPII Quality Criteria, DSB-89 and BCS/ 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 Type Qty Ply NIA ]Truss T18773863 MELTON H3 Hip 2 1 Job Reference (optional) o—ucrs ri— ouu—, darn i.ny, rL - OGOoo, O.L4U 5 Jul 14,dUlU MI IeK mousirle5, Inc. vveo Nov zt 1Z:43:Z3 zulu rage 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-yiKHQBPi2k Gm3hflaEJrXli5twggNscDfZDv8yF_Oo -2-11 , B-3-14 8-Sr,10 13-0-0 1s-0-0 z3E-6 z3-8-2 32-0-0 3a-ao ' 2-0-0 ' B-3-14 0.1'-i2 4.6.6 ' 6-0-0 4.6.6 0-1- 2 8-3-14 5.00 12 3x4 5x6 = Sx6 = 5 17 18 6 3x4 Scale = 1:60.2 ST1.5x8 STP = _ ST1.5x8 STP = 3x6 _ 2x4 II 3x4 = 4xS — 3x8 = 2x4 II 3x6 _ LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.75 BC 0.97 WB 0.49 Matrix-SH DEFL, in (loc) Vdefl Ud Vert(LL) -0.19 12-14 >999 240 Vert(CT) -0.38 12-14 >979 180 Horz(CT) 0.15 9 n/a n/a PLAT -ES GRIP MT20 244/190 Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 5-6: 2x4 SP No.1, 1-4,7-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-12 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1928/0-8-0, 9=1928/0-8-0 Max Horz 2=128(LC 17) Max Uplift 2=607(LC 12), 9=607(LC 13) FORCES. -(Ib) - Max.-Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3417/1752, 3-5=2684/1523, 5-6=2368/1464, 6-8=2685/1524, 8-9=3416/1752 BOT CHORD 2-15=1415/3001, 14-15=1415/3001, 12-14=1000/2367. 11-12=1445/3000, -=11=1445/3000 WEBS 8-12=791/514, 8-11=0/279, 3-14=7921515, 3-15=0/280, 5-14=276/575, 6-12=251/571 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind:-ASCE 7-1-0; Vult=170mph_(3-second. gust) Vasd=132mph; TC131-=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(l) 1-3-1 to 13-0-0, Extedor(2) 13-0-0to 17-6-5, Intedor(b) 17-63 to 19-0-0, Extedor(2) 19-0-0 to 23-8-2, Interior(1) 23-8-2 to 33-11-5 zone; cantilever left and right exposed ; end ��>> 01N 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)ttistruss has been designed -fora 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. NO 65162 6) Provide mechanical -connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=607, 9=607: — ST, OF ,LU November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2015 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �''r`yk' 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 ANSLITP11 Duality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A � T18773864 MELTON H4 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:25 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-u5S1rtRyaLE_?Nrlt?Gnwyg3pgdp8Jovhz2K OyF_Om 2 0-0 8-3-14 8- 10 15-0-0 17-0.0 23.6.E 2 -2 32-M 34 0-0 2-0-0 8-3-14 0-1- 2 6EE 2-0-0 66.6 0-1- 2 &3-14 5.00 12 5x6 = 54 = Scale = 1:59.8 bl l.oxo b Ibl l.oxo blr — 3x6 — 2x4 11 3x4 =3xr, _ 3x4 = 2x4 11 3x8 = LOADING (psf) SPACING- 2-0-0 TOLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2'Except* 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1928/0-8-0, 9=1928/0-8-0 Max Horz 2=144(LC 12) Max-Upfift2=627(LC 12), 9=627(LC 13) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.67 Vert(LL) -0.26 14-15 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.43 14-15 >874 180 WB 0.34 Horz(CT) 0.15 9- n/a n/a Matrix-SH Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-12, 3-14 FORCES. (lb) -Max. Comp/Max. Ten. - AlLforces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/1680, 3-5=-2463/1341, 5-6=2140/1301, 6-8=2463/1341_8-9=3444/1679- BOTCHORD 2-15=1351/3031, 14-15=1351/3031, 12Ll4=822/2140, 11-12=1384/3034, 9-11 =1 384/3031 WEBS 8 12=10831632, 8-11=0/327, 3-14=1083/6327-3-15=0/327, 5-14=263/547, 6-12=263/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.I"VVFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 15-0-0, Exterior(2) 15-0-0-to 24-6-5, Interior(1) 21-6-5 to 33-11=5 zone; cantilever left and right exposed ; end verticalleft 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 otheHive loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle-3-6-0 tall by 2-0-0 wide will flt between the bottom chord and any other members. 6) Provide mechanical connection (by others) of -truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except{jt-4b) 2=627. 9=627. November 27,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED AfiTEK 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 property 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 ANSVTPII 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 N/A T18773865 MELTON H5 Hip 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 2-0-0 -91 7-0-0 5x6 = 2-0-0 8.240 s Jul 14 2019 Mi rek Industries, Inc. Wed Nov 27 12:43:26 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-MHOP3CRaLfMrdWPEQinOTANCF4y?tgi2vdotWSyF_01 5x6 = 7-0-0 2-0-0 Scale=1:32.6 7-0-0 9-0-0 , 16-0-0 ' 7-0-0 2-0-0 7-0-0 Plate Offsets (X,Y)— 12:0-3-01ki-81, (5:0-3-0,0-1-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.82 Vert(LL) 0.35 5-7 >546 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) 0.32 5-7 >593 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 65lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. 3-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1052/0-3-0, 5=1052/0-3-0 Max Horz 2=76(LC 12) Max Uplift .2=651(LC 8), 5=651(LC 9) FORCES: jib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less -except when shown. TOP —CHORD 2-3=1416/2051,3-4=118311951, 4-5=1416/2051 BOT CHORD 2=8=-1699/1189, 7-8=-1674/1183, 5-7=1695/1189 WEBS 3-8=504/193-4-7=505/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ftrCat. II; Exp C; Encl., GCpi=0.18; MWFRSJenvelope) aad--C-C Exterior(2)-1=113-to 1-3-1, Interior(1) 1-3-1 to 7-0-0, Exterior(2) 7-0-0 to 13-6-5, Interior(1) 13-6-5 to 17-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for t 111 members and forces & MWFRS-for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)-Provide adequate drainage to water �,`�1; �� , VAN I� prevent ponding.P`Q 4) This -truss has been designed for a 10.0,psf bottom chord live load nonconcurrent'wRh any other live loads. ' 5) This truss -has been designed for a live Ioad_of20:0psfvn the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-D-0 wide Will fit between -the bottom chord and any other members. - No 6 8182 •`'71<' 6) Provide mechanical -connection (by others) of truss to -bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=651, 5=651. 7'. ST OF November 27,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mirek® 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 WGIC is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdeation, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/r13/1 quality Criteria, DSE"9 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 N/A T18773866 MELTON HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:26 2019 Page 1 ID:ybupxlPd477xHxDh000ZvnyF 1 oR-MHOP3CRaLfMrd W PEQinDTAN9v42rtrG2vdotWSyF_01 -2-9-15 3-0.0 7-0-2 2-9-15 3-0-0 4-0-2 Scale = 1:18.3 Plate Offsets (X,1)— [2:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.97 Vert(LL) 0.16 2-4 >51 B 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.20 2-4 >409 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD _2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=226/Mechanical, 2=552/0-3.14, 4=57/Mechaniral Max Horz 2=181(LC 4) Max Uplift 3=143(LC 8), 2=427(LC 4), 4=100(LC 5) Mau-Grav 3=226(LC 1), 2=622(LC 35). 4=11 O(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Expo; 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 100 lb uplift at joint(s) 4 except Qt=lb) •�#� 11111*1, J.i� 3=143, 2=427. V 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 202 Ib down and 265 lb up at 43 lb down 38 lb 4-2-15, 43 lb down 38 lb 4-2-15 top 1-4-15, 202 lb down and 265 lb up at 1-4-15, and and up at and and up at on , G i V�. SF✓ chord, and 21b down and 18 lbup at 1-4-15, 2 Ib down and 18 Ib up at 1-4-15, and 20 Ib down and 64 Ib up at-4-2-15, and 20 lb down and-54 Ib up at 4-2-15 on bottom chord. The design/selection of -such connection device(s) is the responsibility of others. g 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bacic(B). •8vl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) S OF •�(/�� Vert: 1-3=90, 2-4=20 Concentrated Loads (lb) i�0 Vert: 5=177(F=88, B=88) 6904.Park6East:Bl4d TarnpafL33610 Date:` - November 27,2019, AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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 ANSVrP/1 QuaW Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sataylnformatron available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type PlyN/AT18773667 F1Q'Y MELTON HJ2 Diagonal Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mi rek Industries, Inc. Wed Nov 2712:43:27 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-qUZnGYSD6zUhFg_Q_QJFONvNgUNScFxC8HXQ3vyF_Ok -2-9-15 4-3-0 9-10.1 4-3-0 5-7-1 LOADING (psf) TCLL 30.0 TCDL 15:0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 ST1.5xe STP = SPACING- 24)-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress [nor NO Code FBC2017/rP12014 Scale: 12"=1' I$ CSI. DEFL. in (too) Udefl Ud PLATES GRIP TC 0.78 Vert(LL) 0.25 6-7 >455 240 MT20 244/190 BC 0.61 Vert(CT) -0.37 6-7 >305 180 WB 0.23 Horz(CT) 0.01 5 n/a rile Matrix-SH Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-D-0 oc bracing. REACTIONS. (Ib/size) 4=264/Mechanical, 2=716/0-8-0, 5=257/Mechanical Max Horz 2=227(LC 22) Max-Up[ift 4=175(LC 4), 2=-455(LC 4), 5-122(LC 8) Max Grav 4=264(LC 1), 2=771(LC 35). 5=257(LC 1) -FORCES. (lb) ---Max. Comp./Max. Ten. -All forces 250 (lb) or less-exceptwhen shown. TOP CHORD 2-3=1018/542 BOT CHORD 2-7=629/856; S--7=629/856 WEBS 3-7=194/363, 3-6=932/6B5 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18;_MWFRS (envelope); cantilever -left andlight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=tM 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for alive load -of 20.Opsf on the bottom chord in all areas where a rectangle 3-6--0 tall by-2-0 17wide will fd 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 atjoint(s).except (jt=lb) 4=175, 2=455, 5=122. 6) Hanger(s) or -other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 265 lb up at 1-4-15, 205 lb down and 265 lb up at 1-4-15, 43 lb down and 38 lb up at 4-2-15, 43 lb down and-38 lb up at 4-2-15, and 89-Ib down and 110 lb up at 7=0-14, and 89 lb down and 110 lb up at 7-0-14 on top chord, and 1 lb down -and 18 lb up at 1-4-15, I-Ardown and 18 lb -up at 1-4-15, 20 lb down and 54 lb up at 4-2-15-, 20 lb down and 54 lb up at 4-2-15, and 38 lb down at 7 D--'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 faee of the truss are noted as -front (F) or back (B). LOAD CASE(S) Standard 1) Dead-+ Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 14=90, 2-5=20 Concentrated Loads (lb) Vert: 6=36(F=18, B=18) 8=177(F=88, B=88) 9=58(F=29, 13=29) .6 -6B 1 `82 f4w M&HAM N November 27,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with WekO 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 WOW 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 ANSLITP11 Qualify C1lterie, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type city Ply NIA T18773868 MELTON HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:28 2019 Page 1 ID:ybupxlPd47?xHxDhQDQZvnyF1oR-Ig7AUuTrtGcYsgZcY7gUYbSW1ulsLigLNxH_bLyF_0j -2-9-15 2-0-0 4-2-3 2-9-15 2-0-0 2-2-3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=116/Mechanical, 2=460/0-3-8, 5=52/Mechanical Max Horz 2=134(LC 4) Max Uplift 4=-70(LC 4), 2=319(LC 4), 5=-165(LC 19) Max Grav 4=117(LC 19), 2=502(LC 35), 5=192(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-677/588 BOT CHORD 2-7=597/608; 6-7=597/608 WEBS 3-6=-718/706 in (loc) Vdefl Ud -0.04 6-7 >999 240 -0.04 6-7 >999 180 0.00 5 n/a n/a Scale = 1:13.7 PLATES GRIP MT20 244M9D Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Dpsf; h=151t; Cat. Il; 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 20.0psf-on the bottom chord in all areas where a rectangle 3-6-0 tall by-2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=319;-5=165. 6) Hanger(s) or other connection-device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 265 lb up -at 1-4-15, and 202 lb down and 265 lb up at 1-4-15 on top chord, and 2 lb down and 18 lb up at 1-4-15, and 2 lb down and 18 lb up at 1-4-15 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 14=90, 2-5=20 Concentrated Loads (lb) Vert: 8=177(F=88, B=88) j1[1111II�r4 ����� Ppilll N VE���r�i N a 6,8=1-82 • , November 27,2019 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeke 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 ANSVTPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tamps, FL 36610 Job Truss Truss Type Qty Ply T15773669 rA MELTON HJ4 Diagonal Hip Girder 2 1 b Reference o tional Builders First Source, Plant City, FL - 32555, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:29 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-mshYhEUTdakPU_8p6gLj5o?pwH6y4A2VbbOX7nyF_Oi -2-9-15 4-3-0 6-5-1 2-9-15 4-3-0 4-2-1 Scale = 1:21.4 ST1.5x8 STIR = 430 11-0-0 3-2-1 Plate Offsets (X,Y)- [2:0-3-12,0-1-8) LOADING-(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) 0.18 6 >546 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(CT) -0.23 5-6 >422 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly appried or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=256/Mechardr-al, 2=641/0-8-0, 5=198/Mechanical Max Horz 2=204(LC 4) Max Uplift 4=187(LC 8), 2=420(1-C4), 5=-95(LC 8) Max_Grav 4=256(LC 1), 2=704(LC 35�.5=-211(LC 3) FORCES. (lb) ---Max. Comp./Max. Ten. - All forces 250-(ib) or less except when shown. TOP CHORD 2-3=646/304 BOT CHORD 2-7=-35W490, 6-7=355/490 WEBS 3-7=-417/640, 3-6= 801y580 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; -end verticalleft 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 loadnonconcurrent with any other live loads. ,� )►I I IJI If/ f� . 3) *This truss has been designed for alive -load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6--0 tall by 2-0-0 wide 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) 5 except (jt=lb) 4=187, 2=420. 6) Hanger(s) or other connection device(s) shall be provided sufficient to -support concentrated load(s) 205 lb down and 265 Ib up at o 681,82 1-4-15, 205 lb down and 265 lb up at 1-4-15, 43 lb down and 38 lb up at 4-2-15, 43 lb down and 38 lb up at 4-2-15, and 88 lb down,. and 111 lb up at 7-0-14, and 88 lb down and 111 lb up at 7-0 14 on top chord, and 1 lb down and 18 lb up at 1 4 15, 1 lb down and 18 lb up at 1-4-15, 20 lb down and 54 lb up at 4-2-15, 20 lb -clown and 54 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. ST 70 F 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 � R 1 p.Q; 1) DeadUnifo+ RoofL ( lanced): Lumber Increase=1.33, Plate-Increase=1.33 �!�.S� N A� P Vert: 1-4=90, 2-5=20 Concentrated Loads (Ib) 3oaquin Ve1eiRENtr681S2- Vert: 8=177(F=88, B=88) 9=70(F=-35, B=-35) 11-38(F=19, B-19) MITO USA, Itic. FL.Cert&634 :TalnjiaR 33619 November 27,2019 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ` Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 ANSLITP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefyinformafion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773870 MELTON V1 GABLE 1 1 Job Reference (optional) o umers t-Irst source, viant city, t•L - szdee, 6-10-8 tf.L4U 6 Jul 14 LUIe MI I eK Industries, Inc. Wed Nov z1 1L:43::7U LUlt1 rage t ID:ybupxlPd47?xHxDhQOQZvnyFloR-F3FwuaU50usG68j?fYsydOXvOhNcpeYegFm4fEyF_Oh 13.9-0 6-10-8 Scale = 1:22.0 4x6 11 3x8 4 3x6 5x5 = 13-9-0 13-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) rile n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 43 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=295/13-9-0, 3=295/13-9-0, 4=757/13-9-0 Max Horz 1=-52(LC 13) Max Uplift 1=-115(LC 12), 3=124(LC 13), 4=202(LC 12) Max Grav 1=304(LC 23), 3=304(LC 24), 4=757(LC 1) FORCES. (1b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-526/372 BRACING - TOP CHORD Structuratwood sheathing directly applied or 6-0-0 ocpurlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads -have been considered for this design. 2 _Wind ASCE 7-10: Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-11-7, Interior(1) 3-11-7 to 6-10-8, Exterior(2) 6-10-8 to 1D-0-14, Interior(1) 1D-D-14 to 12-11-15 zone; -cantilever left and -right exposed ; end vertical left and right exposed;C-C for members and forces -A MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires -continuous bottom chord bearing. 4) This truss has been designed for a 10.0-psf bottom chord live load nonooncurrent 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 100 lb uplift at Joint(s) except (jt=lb) 1=115, 3=124, 4=202. t<t:►1 i I I /Illy 11.4 VFW 'c E Ns, cz..10 No 68182 w � r ^O ;%ST OF 1 SampaFl 33610: November 27,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletylydormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773871 MELTON V2 Valley 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:31 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-jFpl6wVj9B_7jllBDFNBAD4Ac5pNY55o3vVeCgyF_Og 4-1 O-8 9-9-0 4-10-8 4-10-8 i 4x6 = 4 3x4 i 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale = 1:17.6 i CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 BC- 0.35 Vert(CT) n/a n/a 999 WB 0.09 Horz(CT) 0.00 3 n/a n/a Matrix-SH Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied orb-D-O oc puriins. BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS. (lb/size) 1=198/9-7-13, 3=198/9-7-13, 4=510/9-7-13 Max Horz 1-35(LC 17) Max Uplift 1=77(LC 12), 3=84(LC 13), 4=-136(LC 12) Max Grav 1=205(LC 23), 3 205(LC 24), 4=51O(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) -or less except when shown. WEBS 2-4=-354/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft-Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-11-7, Interior(1) 3-11-7 to 4-10-8, Exterior(2) 4-10-8-to-8-D-14, Interior(1) B-0-14 to 8-11-15 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) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas wherea 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 100 lb uplifratjoint(s) 1, 3 except-(jt=lb) 4=136. �. No 68182 i a � ~ • "tc, November 27,2019 WARNING - Verfly deslgn 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 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 MOW 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 trusssystems, see ANSVTP/f Quality Criteria, DSB-89 and BCS/ Building Component 69D4 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 N/A T18773872 MELTON V3 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:32 2019 Page 1 ID:ybupxlPd477xHxDhQOQZvnyFloR-BRNgJGV4LwV7—LRtNnzuQjRdNxVBxH7mxlZFBk6yF Of 2-10-8 5-9-0 2-10-8 2-10-8 1 6 2x4 3x6 = 2x4 Scale = 1:10.6 _% d 0 q 10 5-9-0 0 - 0 5-8-6 Plate Offsets (X,Y)— [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TGDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) n/a n/a 999 BCLL 0.0 Reo Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=23315-7-13, 3=233/5-7-13 Max Horz 1=18(LC 13) Max Uplift 1=75(LC 12), 3=75(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=275/304, 2-3=275/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Gat. -!I; 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 3) Gable requires continuous bottom chord bearing. 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 alrareas 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 -beating plate capable of withstanding 100-113 uplift at joint(s) 1, 3. %1 Iq 6$1'82 mob, r L Lampa L 3361.0 November 27,2019 ® WARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 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 property 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 BCS/ Building Component 6904 Parke East Blvd. Safetyintormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply N/A T16773873 MELTON V4 Valley �Qty 1 1 Job Reference (optional) ounuers rase avurce, riarn city, rL - JZ000, 6.Z4U s Jul 14 ZU19 MI i eK Industries, Inc. 1Nea NOV Z/ 1Z:43:3Z ZU19 Pagel ID:ybupxlPd47?xHxDhQOQZvnyFloR-BRNgJGWLwV7_LRtNnzuQjRdHZVgmHZmxlZFBk6yF_Of 5-0.0 5-0-0 2x4 II 2 i Scale = 1:14.0 3 2x4 i 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) n/a — n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) n/a n/a- 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=226/4-11-6, 3=226/4-11-6 Max Horz 1=113(LC 11) Max Uplift 1=75(LC 12),3=94(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=188/292 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 11 -0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3;second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II;-Exp C; Encl., GCpi=0.18; MWFRS-(envelope) and C-C Exterior(2) 0.9-1 to 3-11-7, Interior(1) 3-11-7 to 4-10-4 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) Gable requires continuous bottom.chord bearing. 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) 1, 3. 60IN v�GEN �� •681;82 • "S `0. F • ;<C/; ;TarnpaR 336]0 November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M1F7473 rev. 10/03/2015 BEFORE USE. Design valid for use onlywith MTek® 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 ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSBA9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexanddg, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply N/A T18773874 MELTON V5 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:33 2019 Page 1 ID:ybupxlPd47?uHxDhQOQZvnyFloR-fex3XcXzhpFrzbSaLgQfFe9R_vVgO?j4WD_IGYyF_0e i 4-64 9-0-8 4-64 4-64 Scale: W"=l' 4x6 = Sx8 3x6 I I 6 3x6 I I Plate Offsets (X Y)— [2:0-2-12 0-2-8] [4:D-2-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) -0.03 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.29 Vert(CT) -0.06 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a rile BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=455/9-M, 6=455/9-0-8, 7=441/9-0-8 Max Horz 8=83(LC 11)_ Max Uplift 8=211(LC 8), 6=211(LC9), 7=-106(LC 13) Nlax Grav 8=461(LC 23); 6=461(LC 24), 7=441(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when -shown. TOP CHORD 2-8---425/519, 4-6=425/523 WEBS 347 339/231 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. —NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE_7_10; Vult=170mph43-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS-(envelope) and C-C Extedor(2)-1-11-5 to1=3--1, Interior(1)1--3-1 to 4-7-0, Exterion(2)-4-7-0 to 7-9-6, Interior(1) 7-9-6 to 11-1-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1-:60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottormchord 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 nit between the bottom chord and -any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1110Jt>_uplift atjoint(s)--except (]t=1b) 8=211. 6=211. 7=106. November 27,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11,111•7473 rev. 10/0312015 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 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent Mating isalways required for stability and to preverd 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA22314. Tampa, FL 36610 Job Truss Qty Ply N/AT18773875 7TussType MELTON V6 1 1 Job Reference (optional) nueaers rirsi source, mant ary, rL - a2bbb, b.241) s JUI 14 2019 Mi IeK Industries, Inc. Wed Nov 27 12:43:34 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-7gURlocYcSSNial1 muOxuosigilrilTKEltklo?yF_Od 4-5-4 9-0-8 4-6-4 4-" 4x6 = 2 Scale = 1:18.3 6 5 4 3x8 II 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.34 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPi2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=294/9-0-8, 4=294/9-0-8, 5=37519-0-8 Max Harz 6=35(LC 8) Max Uplift 6=125(LC 12), 4=126(LC 13); 5=-56(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-258/307; 1-2=244/274, 2-3=244/269, 3-4=258/304 WEBS 2-5=-272/198 PLATES GRIP MT20 244/190- Weight: 32 lb FT = 20% Structural wood sheathing directly applied or 6-13-0 oc purlins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Valt=1.70mph-(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-8 to 3-4-14, Interior(1) 3-4-14 to 4-7-0, Exterior(2) 4-7-0 to 7-9-6, Interior(1) 7-9-6 to 8-11-8 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=1.6(l 3) Gable requires continuous bottom chord. bearing. 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 alive 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_mechani at_connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=125, 4=126. November 27,2019 ®WARNING • Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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 Duality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply N/A T18773876 MELTON V7 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:35 2019 Page 1 ID:ybupxlPd477xHxDhQOQZvnyFloR-b02pyHYEDQVZCvbyS5S7K3FtTiBCUu8N_XTrLRyF_Oc 4-5-8 8-11-0 4-" 4-5-8 3x4 5 2x4 11 4x6 = 3x4 Scale = 1:16.2 .g d 8-10-6 0-1:1-40 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33- TC 0.21 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code-FBC2017/TPI2014 Matrix-SH Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=178/8-9-13, 3=178/8-9-13, 4=45B/8-9-13 Max Harz 1=32(1_C 13) Max Uplift 1=70(LC 12), 3=75(LC 13), 4=122(LC 12) Max Grav 1=184(LC 23), 3=184(LC 24), 4=458(LC 1-)- FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or -less except -when shown. WEBS 2-4=318/293 NOTES- 1) Unbalanced roof live loads havle-been Considered for this -design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-0-9-1-to 3-11-7, Interior(1) 3-11-7 to 4-5-8, Extedor(2) 4-5-8 to 7-7-14, Interior(1) 7-7-14 to B-1-15 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 1 Gro psf bottom thorn 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 alFamas-where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing -Mate capable of withstanding 100 lb uplift-at-joint(s) 1, 3 except -(it --lb) 4=122. 11111111If��a 1 G N y40 No 681:82 S ,• �" :O F , 1. 7airipi l33610' November 27,2019. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,11147473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, 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 MiTQi'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 ANSVTPN Quality Cifteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SaletylMormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A I T18773877 MELTON V8 Valley 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:35 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-b02pyHYEDQVZCvbyS587K3FvOiCuUvVN_XTrLRyF_Oc 2-5-8 4-11-0 2-5-8 2-5-8 s nn 2x4 3x6 = 2x4 ---. Scale =1:9.1 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) rile n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 13 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=187/4-9-13, 3=187/4-9-13 Max Horz 1=15(LC 16) Max Uplift 1=60(LC 12), 3=60(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. - All. forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced rooflbre.loads have been-consideredJorthisdesign. 2) Wind: ASCE 7-10; Vult=170mph 13=second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; 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 3) Gable requires continuous bottom chord bearing. 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 100Jb uplift at joint(s) 1, 3. November 27,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 property 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 ANSVTPII quality Criteria, DSB49 and BCS/ Building Component Safetylnlarmation available from Truss Plate Institute, 218 N. Lee Street, Suke 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Symbols 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. Ole For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0_ O 2 U EL O F- Numbering System 6-4-8 dimensions shown in fit -in -sixteenths (Drawings not to scalo� 2 3 8 7 6 5 0 it O 2 U O F- JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CkORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. i PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 PR-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads iH the plane of the truss unless otherwise shown. Lumber design values are in accordance With ANSI/TPI 1 section 0 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 8) s- MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, iridividoal 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 arld wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will big suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of limper shall not exceed 19% at time of fabopation. 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 mber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do riot cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria.