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HomeMy WebLinkAboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 1612_Grp2_13 - R.ECETIVEft Site Information: IST, LuGle county, Permitting Customer Info: Wade Jurney Homes Project Name: 1612_Grp2_B Model: 1612 Lot/Block: Subdivision: Address: N/A City: N/A State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record; If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria &.Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 22 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date I No. Seal# ITruss Name I Date 1 IT16319894 1A1 2/21/19 118 IT16319911 1­16 12/21/19 12 IT16319895 ICA 12/21/19 119 IT16319912 JHA 12/21/19 13 IT16319896 JCJ3 . 12/21/19 120 IT16319913 IM4 12/21/19 14 IT16319897 ICJ3A 12/21/19 121 IT16319914 IT1 12/21/19 15 IT16319898 ICJ5 12/21/19 122 IT16319915 IV1 12/21/19 16 IT16319899 1EJ7 12/21/19 1 1 1 1 1 17 IT16319900 1 GE1 12/21/19 18 IT16319901 1GR1 12/21/19 19 IT16319902 1 GR2 12/21/19 110 IT16319903 1 GR3 12/21/19 Ill IT16319904 1 G R4 12/21/19 112 IT16319905 1GR5 12/21/19 113 IT16319906 I H 1 12/21/19 114 IT16319907 11­12 12/21/19 115 IT16319908 1 H3 12/21/19 116 IT16319909 1 H4 12/21/19 117 IT16319910 1 H5 12/21/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Ililllll/il/ OU IN F• • No 681. • STATE -IF : 14/Z •'off O R. , p Q' •' \�,�� �H1111111♦ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: f LE ;; * February 21,2019 Velez,;oaquin 1 of 1 Job Truss Truss Type Qty Ply ? T16319894 1612_Grp2_B Al Common 13 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:33 2019 Page 1 ID:zyOGU WbaYuy?h2j5HEKjkhzjLla-ROJpRiFK_stmGewi8QLLSyABHQyeIGw_e8v13Qzj?gK 1-0 6-9-13 12-9-15 18-10 0 24-10-1 30-103 37A0 83 Mo 6-9-13 6-0-1 1 6-0-1 6-0-1 6-0-1 6-9-13 -0-0 �1 0 5x6 = 4.00 12 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = Scale: 3/16"=l' 1 N 0 Plate Offsets (X,Y)-- [2:0-0-6,Edgel, [10:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.32 14 >999 240 MT20 „ 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.60 14-16 >745 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. .13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 10=1444/0-4-0 Max Horz 2=120(LC 12) Max Uplift 2=-664(LC 8), 10=-664(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3545/230.1, 3-5=-3219/2069, 5-6=-2239/1563, 6-7=-2239/1563, 7-9=-3219/2069, 9-10=-3544/2301 -BOT CHORD 2-16=-2057/3313, 14-16=-1625/2706, 12-14=1642/2706, 10-12=-2041/3313 WEBS 6-14=-647/1080, 7-14=794/644, 7-12=-243/566, 9-12=-388/425, 5-14=794/644, 5-16=-243/566, 3-16=-388/425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 5-0-0, Interior(1) 5-0-0 to 18-10-0, Extedor(2) 18-10-0 to 24-10-1, Interior(1) 24-10-1 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at Joint(s) except (jt=lb) 2=664, 10=664. `p111111/-� ,���� PQUI N VET i No 68182. OF : IJJ rnnl� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ,&WARNING - Verity design pammorera and READ NOTES ON THIS AND INCLUDED A9TE C REFERENCE PAGE M/-7473 rev. 10103/2015 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. Bradng indicated is to prevent buckling of Individual truss web and/or chord members only.' Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage: For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Qualify Criteda, DSB-89 and BCS/ Bolld/ng 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 ' T16319895 9612_Grp2_B CJ1 Comer Jack 10 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:34 2019 Page 1 ID:zyOGU WbaYuy?h2j5H EKjkhzjLla-vbtCf2Fyl9?dtoVvi7sa_9iYegUFUwJBtoebbszj?gJ 1-0-0 1-M 1-M 1-M Scale = 1:6.1 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) , 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 " Vert(CT) -0.00 . 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-4-0, 4=10/Mechanical Max Horz 2=40(LC 8) Max Uplift 3=-5(LC 13), 2=-136(LC 8), 4=-13(LC 8) Max Grav 3=17(LC 8), 2=121(LC 1), 4=19(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 or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. P) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at —lb) 2=136. ,`�ITIIII7fffl� �%•% QuiN `,,O G.E.N L No '681'82 OF C? i���-',t N AI- t%% /111111 Joaquin Velez K No.68182 Welt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R 33610 Date:' February 21,2019 AWARN/NG - Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1W0312015 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 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 ANSI1rP/10uality 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 Truss Type Qty Ply �T16319896 1612_Grp2_B CJ3 Comer Jack 9 1 ` Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:34 2019 Page 1 I D:zyOGU WbaYuy?h2j5HEKjkhzjLla-vbtCf2Fyl9?dtoVvi7sa_9iX8gSHUwJ8toebbszj?gJ -1 O 3-M 1-0-0 3-M 3-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.15 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 FBC2017frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=62/Mechanical, 2=179/0-4-0, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-58(LC 12), 2=-179(LC 8), 4=-38(LC 8) Max Grav 3=62(LC 1), 2=179(LC 1), 4=55(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at --lb) 2=179. S. 1XIlu NO 68182. 41 OF Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL33610 Date: February 21,2019 ® WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED M1TEK REFERENCEPAGE M11-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®'oonnectors. 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. 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 ' T16319897 1612_Grp2_8 CJ3A Comer Jack 1 1 Job Reference (optional) Builders FirstScurce, Plant City, FL 33566 2x4 = pafiC9 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:35 2019 Page 1 ID:zyOGU WbaYuy?h2j5H EKjkhzjLla-OnRasOGaWT7UVy45FrNpXNFiGDpeDNZH6SO871zj?gl m T N O Scale = 1:9.4 2-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 . Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 . n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=99/0-4-0, 2=73/Mechanical, 3=27/Mechanical Max Horz 1=50(LC 8) Max Uplift 1=-38(LC 8), 2=-64(LC 8) Max Grav 1=99(LC 1), 2=73(LC 1), 3=54(LC 3) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 a) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith 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. 'will 11111118111, PQU1 N AFC �, No 68182 A, T " #r' �C: ly, 4 % SN AL %% 1nn11 Joaquin Velei PE No.68182 MiTek,USA; Inc..FL Cert 66.34 69b4 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev. 10f0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is far an individual building component, not a Wss 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 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 ANSI1TPl1 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 Truss Type Qty Ply 'T16319898 1612_Grp2_B CJ5 Comer Jack 6 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:36 2019 Page 1 I D:zyOGU WbaYuy?h2j5H EKjkhzjLla-sz?y4kHCHnFL75fHpYv23aonKd6lygpRK67hglzj?gH 1-0-0 5-0-0 1-0-0 5-M 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 7:O Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=121/Mechanical, 2=247/0-4-0, 4=48/Mechanical Max Harz 2=105(LC 8) Max Uplift 3=-107(LC 12), 2=-154(LC 8) Max Grav 3=121(LC 1), 2=247(LC 1), 4=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 5-0-0 DEFL. in (loc) I/defi Lid PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) - -0.06 2-4 >921 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107,2=154. ``��111111rr��, QUIN01 NO 68182. rrinn� . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING - Verify design p nuniters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114/1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek®,connectors. This design is based only upon parameters shown, and is for an individualrbuilding 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 into prevent buckling of Individual truss web and/or chord members only. Addittonal temporary and permanent bradng 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 ANSIMP/1 Quality Criteria, DSB-89 andBCS/ 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 • T16319899 1612_Grp2_B EJ7 Jack -Open 19 1 Job Reference D tjonal Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:37 2019 Page 1 ID:zyOGUWbaYuy?h2j5HEKjkhzjLla-KAZKH4124NCkFEUNGQHcoKtr1 NOhH2aZmtFCBzj?gG 1-0-0 7-M 7-M 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.14 2-4 >575 240 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 2-4 >401 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP]2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=319/0-4-0, 4=80/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-134(LC 12), 2=-181(LC 8), 4=-1(LC 12) Max Grav 3=165(LC 1), 2=319(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=l' PLATES GRIP MT20 244/190 Weight: 23 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft;, Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip . DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=134,2=181. �lil o%%% N I N , VFi , P � % .•GEMS. �� No 68182 r •;411� Joaquin Velez PE No.68182 MITek USA', Inc. FL Cert 6634 6904 Parke East'Blvd. Tampa FL 33610 Date: February 21,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE M0-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI 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 T16319900 1612_Grp2_B GE1 Common Structural Gable 1 1 ° Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:38 2019 Page 1 I D:zyOGU WbaYuy?h2j5HEKjkhzjLla-oM7iVQJTpOV3MPpgxzxW8?t3HRfnQeMjoQcokdzj?gF 1-0 6-9-13 12-9-15 14-100 16-10-0 18-10-0 20-10-0 22-10-0 24-10-1 30-10-3 37NO 8-8 -0-0 6-9-13 6-0-1 2-0-1 2-0-0 2-0-0 2-0-0 2-0-0 2-0-1 6-0-1 6-9-13 -0-0 �1 6 THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 4.00 12 5x6 = Scale: 3/16"=1' 3x8 = — " 18 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 9-9-14 18-10-0 27-10-2 37-8-0 9-9-14 9-0-2 9-0-2 9-9-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.89 BCLL 0.0 Rep Stress Incr YES WB 0.44 BCDL ' 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 17-19: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/04-0, 14=1444/0-4-0 Max Horz 2=120(LC 16) Max Uplift 2=-664(LC'8), 14=-664(LC 9) DEFL. in (loc) I/defl Ud Vert(LL) 0.32 18 >999 240 Vert(CT) -0.60 18-20 >742 180 Horz(CT) 0.17 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 198 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 1 Row at midpt 11-18, 5-18 JOINTS 1 Brace at Jt(s): 22, 24, 25, 26, 27 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3547/2304, 3-5=-3217/2067i 5-6=-2266/1589, 6-7=-2230/1601, 7-8=-2211/1613, 8-9=-2211/1613, 9-1 0=-2230/1601, 10-11 =-2266/1589, 11-13=-3217/2067, - 13-14=-3547/2304 BOT CHORD 2-20=-2060/3316, 18-20=-1613/2700, 16-18=-1630/2700, 14-16=-2044/3316 WEBS 18-22=-670/1094, 8-22=-728/1141, 18-23=-801/664, 11-23=759/570, 11-16==248/567, 13-16=-396/433, 5-21=-759/570, 18-21=-801/664, 5-20=-248/567, 3-20=-396/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10; Vult=160mph (3-second.gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-10-0, Exterior(2) 18-10-0 to 24-10-1, Interior(1) 24-1.0-1 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces ,& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a IO.O 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 100 lb uplift at joint(s) except Qt=lb) 2=664, 14=664. 5•!P I 0 .�`% PQU I N VFW ,0 '•DENS' ••�\ � i No 68182 ST OF �iS,�rIVA Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/034015 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 truss ss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing, MITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and 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 ' T16319901 1612_Grp2_B GR1 Hip Girder 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:42 2019 Page 1 ID:zyOGU WbaYuy?h2j5HEKjkhzjLla-g7MDKnMztd?UrO6RApOSJr2mR20_MKJJj2aOtOzj?gB 7-M 14-10-1 22-9-15 30-M 37.8-0 a8-8-0 00 7-0-0 7-10-1 7-11-13 7-10-1 7-0-0 -0 Special NAILED 4.00 FIT_ 2 7x10 2x4 II NAILED NAILED NAILED 3 16 17 18 4 NAILED NAILED NAILED NAILED 5x8 = 4x6 = NAILED NAILED NAILED 19 20 5 6 21 22 23 Special 7x10 = Scale: 3/16"=l' 5x12 = 15 24 25 14 26 13 27 28 29 12 30 11 31 32 10 5x12 = 2x4 II NAILED 4x10 MT20HS = NAILED NAILED NAILED NAILED 5x12 =4x10 MT20HS =NAILED 2x4 11 Special NAILED 8x14 MT20HS = NAILED NAILED NAILED Special NAILED ' 7-M 7-10-1 17-11-13 7-10-1 7-M Plate Offsets (X,Y)-- [2:0-3-3,Edge), [3:0-8-0,0-3-01, [7:0-8-0,0-3-01, [8:0-3-3,Edge), [12:0-3-8,0-2-81, [13:0-6-12,0-4-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.74 12-13 >609 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.00 12-13 >446 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 429 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc pudins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. BOT CHORD 2x6 SP No.2 'Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2883/0-4-0, 8=2884/0-4-0 Max Horz 2=48(LC 27) Max Uplift 2=-1607(LC 4), 8=-1608(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8373/4534, 3-4=-12591/6866, 4-6=-12589/6865, 6-7=-12604/6879, 7-8=-8377/4537 BOT CHORD 2-15=-4259/7899,13-15=-4248/7861,12-13=-6771/12602,10-12=-4206/7864, \ 8-10=4216i7902 WEBS 3-15=-1621733, 3-13=-2678/5026, 4-13=-968/763, 6-12=985/771, 7-12=-2688/5036, 7-10=-1611733 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"xW) nails as follows: ```��'1� 11111� o. Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. `%♦. QV IN VF Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ♦♦%P` ,. • • • • .. �� �j� Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. `♦ , :•'� ii E./V g •• �� 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 ♦� •' F•••. 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. = No. 681,82 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 " -0 5) Provide adequate drainage to prevent water ponding. .. ,33 $ O F 41V 6) All plates are MT20 plates unless otherwise indicated. i 0 •' 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. R , 0 4:• ;♦♦♦� 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. Ij s/ • ��`; ♦♦ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=1b) Sri. U I A, %% 2=1607, 8=1608. 10) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Joaquin Velez PE No.68182 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 271 lb up at MIek USA, Inc.. FL Cert 6634 7-0-0, and 239 lb down and 271 lb up at 30-8-0 on top chord, and 306 lb down and 204 lb up at 7-0-0, and 306 lb down and 204 lb 6904 Parke East Blvd. Tampa FL 33610 up at 30-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: February 21,2019 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 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 i16319901 1612_Grp2_B GR1 Hip Girder 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:42 2019 Page 2 ID:zyOGU WbaYuy?h2j5H EKjkhzjLla-g7MDKnMztd?UrO6RApOSJr2mR20_MKJJj2aOtOzj?gB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-192(B) 5=-111(B) 7=-192(B) 15=-306(B) 13=-60(B) 4=-111(B) 6=-111(B) 12=-60(B) 10=-306(B) 16=-111(B) 17=111(B) 18=-111(B) 19=-111(B) 20=-111(B) 21=-111(B)22=-111(B)23=-111(B)24=-60(B)25=-60(B) 26=-60(B) 27=-60(B) 28=-60(B) 29=-60(B) 30=-60(B) 31 =-60(B) 32=-60(B) ®WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015 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 into 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 possiblepersonal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandda, VA 22314. Tampa, Job Truss Truss Type city Ply ' T16319902 612_Grp2_B GR2 Roof Special Girder 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:44 2019 Page 1 ID:zyOGU WbaYuy?h2j5H EKjkMLla-dWU_ITNEPEFC4KGgHE2w0G76wspXgE3cAM36yHzj?g9 285-8 it-0-0 7.0.0 i 13-M i 19-0-72 i 26-3-0 28.3.0 2$�q-0 32•&2 i 37-8-0 �8.8.0i -0.0 7-0.0 0.0.6 8.0.6 7-2-4 2-0.0 0- 41-2 410.14 :60 0.2.8 Scale = 1:67.9 Special NAILED 4.00 12 6x8 = NAILED NAILED 2x4 II NAILED NAILED 5x8 = 5x8 = 6x8 = 5x6 = 5x8 = 18 23 24 17 25 16 26 15 14 13 12 4x6 = 2x4 11 NAILED NAILED 4x12 = 6x12 MT20HS = 2x4 11 6x12 MT20HS = Special NAILED NAILED NAILED LUS26 4x6 = 5x8 = 28-5-8 i 7.0-0 i 13-0-6 i 12:212 i 26-3-0 i 28-3-0 26,¢0 37.8-0 r 7-0.0 6-0-6 8-0.6 7-2-4 2-0-0 0. 90.0 o-2-8 Plate Offsets (X,Y)-- [2:0=4-0,0-2-101, [3:0-4-0,0-2-61, [7:0-2-12,0-3-01, [10:0-3-14,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.64 15-17 >697 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.92 15-17 >489 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matruc-SH Weight: 440 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD 3-6,6-7: 2x6 SP No.2 BOT CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4SPNo.3 REACTIONS. (lb/size) 2=2767/0-4-0, 10=2193/0-4-0 Max Horz 2=62(LC 12) Max Uplift 2=-1495(LC 4), 10=-1001(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7933/4153, 3-4=-11105/5795, 4-5=-11103/5794, 5-7=-8511/4208, 7-8=-5707/2765, 8-9=-5688/2743, 9-10=-6044/2890 BOT CHORD 2-18=-3916/7479, 17-18=-3906/7445, 15-17=6065/12049, 13-15=-6065/12049, 12-13=-4166/8589,10-12=-2693/5691 WEBS 3-18=-159/648, 3-17=-1939/3903, 4-17=-716/570, 5-17=-1008/420, 5-15=-312/877, 5-13=-3820/2046, 7-13=-626/1242, 7-12=-4586/2368, 9-12=357/361, 8-12=-1665/3469 Structural wood sheathing directly applied or 3-9-14 oc pudins. Rigid ceiling directly applied or 8-9-13 oc bracing. NOTES-2-ply truss to be connected together with 10d (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 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift,atjoint(s) except at=lb) 2=1495,10=1001. 10) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 19-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. ,`,►►111117►r��,' I N �� �� GEMS• ����i� :` • �'�' F•• '• No 68182. �-p; � • S OF :�441 Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date. February 21,2019 AWARNING . Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/0312015 BEFORE'USE. Design valid for use only with MITek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee StreeL Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply .T16319902 1612_Grp2_13 GR2 Roof Special Girder 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:44 2019 Page 2 I D:zyOGU WbaYuy?h2j5H EKjkhzjLla-dWU_ITNEPEFC4KGgHE2wOG76wspXgE3cAM36yHij?g9 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down and 271 lb up at 7-0-0 on top chord, and 306 lb down and 204 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-8=-54, 8-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 3=-192(F) 18=-306(F) 17=-60(F) 4=-111(F) 15=-717(F) 19=-111(F) 20=-111(F) 21=-111(F) 22=-111(F) 23=-60(F) 24=-60(F) 25=-60(F) 26=-60(F) ®WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.' 1010312015 BEFORE USE. ' Design valid for use only with MiTek®oonnectors. 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 ANS11TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply ' T16319903 1612_Grp2_B GR3 Jack -Closed Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2U18 MiTek Industries, Inc. Thu Feb 21 05:58:45 2019 Page 1 ID:zyOGU WbaYuy?h2j5H EKjkhzjLla-5i2MzpOs9YN3iUrOrxZ9xUgOUF6zzsFlPOpgUjzj?g8 7-0-0 3-2-14 2x4 11 Scale=1:16.9 4x6 = , 3-9-2 7-M 3-9-2 3-2-14 Plate Offsets (X Y)-- [1:0-3-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 4 n/a rile BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=410/0-4-0, 4=737/Mechanical Max Horz 1=130(LC 5) Max Uplift 1=-188(LC 4), 4=-359(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1008/454 . BOT CHORD 1-5=-441/924, 4-5=-441/924 WEBS 2-5=-171/466, 2-4=-948/484 Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost 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 at=lb) 1=188,4=359. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 5-274 from the left end to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 6=-652(F) .-**GEN� No 68182, .•4 • ST OF %�,�� •'off R 10 P..•'`_ ��% �. I/111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ALWARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED M/fEK REFERENCE PAGE MO.7473 rev. 10/03f2015 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 vedfy 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 fabdcafion, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T16319904 1612_Grp2_B GR4 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:46 2019 Page 1 ID:zyOGU WbaYuy?h2j5HEKjkhzjLla-ZvckA9PUwrVwJeQCPf4OThCVFfWcILHvdgYDOAzj?g7 1-5-0 6-11-6 15-0 6-11-6 3x4 = NAILED NAILED 2.83 12 NAILED NAILED 5 NAILED NAILED Scale=1:15.6 3x4 I I 3 2x4 11 6-11-0 6-1 6 6-11-0 0 '6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.11 2-4 >710 240 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 24 >700 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=225/0-4-15, 2=296/0-3-14 Max Horz 2=99(LC 5) Max Uplift 4=-212(LC 4), 2=-290(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight 25 lb FT = 20% Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=212, 2=290. 5) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=56(F=28, B=28) ``�Illlll'Ilrr�� 0.00 IN No 68182, r r-01 r � 33 S OF : 1JJ All rr IIItil Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. February 21,2019 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/0=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 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 ANS11TP/1 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 Truss Type Qty Ply ' T16319905 1612_Grp2_B GR5 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:47 2019 Page 1 ID:zyOGU WbaYuy?Fi2j5HEKjkhzjLla-15A6NVP6h9dnxo?PyMbdOvlfk3r41 oX2sJlnYczj?g6 M6-0-1 _ 6-0-1 Scale=1:13.9 2x4 I I 3 2x4 114 5-11-11 6-Qrl 5-11-11 0 -6 Plate Offsets (X,Y)— f2:0-3-11,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.07 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 . 2-4 >712 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=187/0-4-15, 2=264/0-3-14 Max Horz 2=87(LC 5) Max Uplift 4=-173(LC 4), 2=-260(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip IDOL=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 4=173,2=260. 5) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate 16crease=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=56(F=28, B=28) p,Ot111 N VFW i No 68182 11.0 01F O•.1 G � -',S,OrNA' 11110 Joaquin Velez PE.No.68182 MiTek USA, Inc. -FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING - Verify deslgn parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M I.7473 rev. 1N0312015 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, deliveryry erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Q ty Ply t16319906 1612_Grp2_B H1 Hip 2 1Job - Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:48 2019 Page 1 ID:zyOGU WbaYuy?h2j5HEKjkhzjLla-VHkUbrQkSTle7xabW36sY6(oRT2gm3005zl K52zj?g5 �1-0-0 4-10-14 18-10-0 28-8-0 , 32-9-2 , 37-M a8-8-q -0-0 4-10-14 13-11-2 9-10-0 4-1-2 4-10-14 010 �1 6 4.00 12 5x6 = 4x6 —_ 4x10 MT20HS = 4x6 — 5x6 = 4 5 19 6 20 7 8 Scale=1:64.7 3x8 16 15 14 13 12 3x8 = Sx8 = 4x10 MT20HS = 3x4 = 4x10 MT20HS = 5x8 = 9-0-0 13-11-0 23-9-0 28-8-0 37-M 9-0-0 4-11-0 9-10-0 4-11-0 9-0-0 Plate Offsets (X,Y)— [2:0-4-0,Edge1, [10:0-4-0,Edge1 LOADING ,(psf) SPACING- 2-0-0 TCLL 20:0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0' Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except* 4-6,6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 10=1444/0-4-0 Max Horz 2=-60(LC 17) Max Uplift 2=-714(LC 8), 10=-714(LC 9) CSI. DEFL. in (loc) I/defi Ltd PLATES GRIP TC 0.66 Vert(LL) 0.50 14 >905 240 MT20 244/190 BC 0.90 Vert(CT)-0.8414-16 >535 180 MT20HS 187/143 WB 0.82 Horz(CT) 0.20 10 n/a n/a Matrix-SH Weight 187 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3629/2742, 3-4=-3371/2421, 4-5=-3131/2323, 5-7=-4277/3040, 7-8=-3131/2323, 8-9=-3371/2421,9-10=-3629/2742 BOT CHORD 2-16=-2509/3393, 14-16=-2865/4109, 12-14=-2868/4109, 10-12=-2506/3393 WEBS 3-16=-244/430, 4-16=-557/856, 8-12=557/856, 9-12=-244/430, 5-16=11224/975, 5-14=0/392, 7-14=0/392, 7-12=-1224/975 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5713 to 28-8-0, Exterior(2) 28-8-0 to 37-1-13, Interior(1) 37-1-13 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=714, 10=714. I i No 68182, *:*r S OF ln1lits Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev. 10103/2015 BEFORE USE. -MMOMI — " 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 mosses and truss systems, see ANS/1rPI1 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 • T16319907 1612_Grp2_B H2 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:49 2019 Page 1 ID:zyOGU WbaYuy?h2j5H EKjkhzjLla-zTHtoBRMDmuVA58n4ne55Jgy7tOTWPLKdntdUzj?g4 1-0 5-10-14 11-0-0 18-10-0 26-M 31-9-2 378-0 -8 -0-0 5-16-14 5-1-2 7-10-0 7-10-0 5-1-2 5-10-14 -0-0 4.00 12 5x6 = 2x4 II 5x6 = 4 195 20 6 Scale=1:64.7 3x8 = 16 15 14 13 12 11 10 3x8 = 2x4 II 3x4 = 46 — 3x8 46 — 3x4 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL . 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 8=1444/0-4-0 Max Horz 2=-73(LC 17) Max Uplift 2=-707(LC 8), 8=-707(LC 9) 7-10-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.72 Vert(LL) 0.43 13 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.70 13-15 >636 180 WB 0.87 Horz(CT) 0.19 8 n/a n/a Matrix-SH Weight: 177 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3639/2717, 3-4=-3122/2324, 4-5=-3589/2717, 5-6=-3589/2717, 6-7=-3122/2324, 7-8=-3639/2717 BOT CHORD 2-16=-2488/3391, 15-16=-2488/3391, 13-15=-1971/2906, 11-13=-1968/2906, 10-11=-2485/3391, 8-10=-2485/3391 WEBS 3=15=-516/550, 4-15=-175/402, 4-13=598/909, 5-13=-484/530, 6-13=-598/909, 6-11 =-I 75/402, 7-11=-516/550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 26-8-0, Exterior(2) 26-8-0 to 35-1-13, Interior(1) 35-1-13 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) 2=707; 8=707. �IU I N , VF i.o� , . G ESN S No 68182 S A O'F .�4 iQ• , Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. i.— 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 andfor chard 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 ANSUTPN 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 Piy T16319908 1612_Grp2_B H3 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 4.00 12 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:51 2019 ID:zyOGU WbaYuy?h2j5H EKjkhzjLla-wsPdDsTdIO8DQPIABCgZAkwH3g36zUoenxG_ 5-10-0 5x6 = 2x4 II 4 19 5 5-10-0 6-1 20 5x6 = Scale=1:64.7 46 16 15 14 13 12 11 10 46 = 2x4 II 4x6 — Us = 3x4 = 2x4 II 3x4 = 4x6 = 6-10-14 13-0-0 18-10-0 24$ 0 30-9-2 37-M 6-10-14 6-1-2 5-10-0 5-10-0 6-1-2 6-10-14 Plate Offsets (X,Y)-- [2:0-2-6,Edge), [8:0-2-6,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) .0.40 13 '>999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.63 13-15 >708 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 8=1444/0-4=0 Max Horz 2=85(LC 12) Max Uplift 2=-698(LC 8), 8=-698(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3608/2684, 3-4=-2902/2199, 4-5=-2991/2333, 5-6=-2991/2333, 6-7=-2902/2199, 7-8=-3608/2684 BOT CHORD 2-16=-2455/3359, 15-16=-2455/3359, 13-15=-1824/2685, 11-13=-1821/2685, 10-11 =-2452/3359, 8-1 0=-2452/3359 WEBS 3-16=0/266, 3-15=-718/670, 4-15=-215/422, 4-13=-358/540, 5-13=-351/397, - 6-13=-358/540, 6-11=-215/422, 7-11=-718/670, 7-10=0/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., N GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-*0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 21-5-13, Intedor(1) 21-5-13 to 24-8-0, Exterior(2) 24-8-0 Interior(1) ��•�` QV VF''•,� �,� to 33-1-13, 33-1-13 to 38-8-0 zone; cantilever left and right exposed ; end ,`% OP • •. • • •:. • , E• •• vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .•�� iv, N S i� F•••, �� 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. NO68182_ •� 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 fit between bottom �. * :• will the 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) 2=698, 8=698. �. 411 6111 sit %, Joaquin Velez PE No.68182 MITek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M/1.7473 rev. 10/034015 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, note• 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/TP/1 Quality Criteria, DSB-Bg 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 T16319909 1612_Grp2_B H4 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:52 2019 Page 1 ID:zyOG U WbaYuy?h2j5HEKjkhzjLla-02z?RCTFWhG42ZtMlvBojySTi4RNirZnOb?YEpzj?g1 1-0�) 7-10-14 15-0-0 22-M 29-9-2 37-M 3,8-8-0 o 7-10-14 7-1-2 7-8-0 7-1-2 7-10-14 i-0-0' r[1 6 4.00 12 5x6 = 5x6 = Scale=1:65.9 3x8 = 16 .. 14 13 11 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x4 = 4x6 = 710-14 15-M 22-8-0 29-9-2 37-M i6-14 7-1-2 7.8-0 7-1-2 7-10-14 Plate Offsets (X Y)-- [2:0-0-6 Edge] [9:0-0-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.33 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.59 13-14 >760 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 174 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP M 31, 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 9=1444/04-0 Max Horz 2=97(LC 16) Max Uplift 2=-688(LC 8), 9=-688(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. WEBS 1 Row at midpt 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3553/2605, 3-5=-2705/2053, 5-6=-2490/2020, 6-8=2706/2053, 8-9=-3552/2604 BOT CHORD 2-16=-2374/3302, 14-16=-2374/3302, 13-14=-1663/2489, 11-13=-2372/3302, 9-11=-2372/3302 WEBS 3-16=0/305, 3-14=-863/755, 5-14=-227/517, 6-13=-237/518, 8-13=-862/755, 8-11 =0/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extefior(2) A-M to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 31-1-13, Interior(1) 31-1-13 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=688, 9=688. �II11111//11 &IN i No 68182 • x -ST OF :/� is,O:N A 1- 00%' r/nn1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING- verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mll-7473 rev. 10/0312015 BEPoRE 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is ahvays 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 buss systems, see ANS11TPI1 Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply iil6319910 1612_Grp2_B H5 Hip 1 1 0 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:54 2019 Page 1 I D:zyOGU WbaYuy?h2j5HEKjkhzjLla-KRSmruW2J WoHs11tKDGo.NYoXu6MAsv4TvUelizj?g? 1-0 6-9-13 12-9-15 17-0-0 20-8-0 24-10-1 30-10 3 37-M -8 -0-0 6-9-13 6-0-1 4 2-1 3 8-0 4-2-1 6-0-1 6-9-13 -0-0 4.00 12 5x6 = 5x6 = Scale=1:65.9 3x8 = 10 16 15 " 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = • 4x6 = 3x4 = 2 `0 0 9-9-14 17-00 20 8-0 27-10-2 37-M 9-9-14 7-2-2 3 8-0 7-2-2 9-9-14 Plate Offsets (X,Y)-- [2:0-0-6,Edgel, [4:0-3-0,Edgel, [9:0-3-0,Edgel, f11:0-0-6,Edge1 LOADING' (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.40 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.65 13-15 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. BOT CHORD 2x4 SP No.1 *Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 11=1444/0-4-0 Max Horz 2=108(LC 12) Max Uplift 2=-676(LC 8), 11=-676(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3546/2510, 3-5=-3212/2285, 5-6=-2433/1833, 6-7=2261/1766; 7-8=-2433/1833, 8-10=-3212/2285,10-11=-3546/2510 BOT CHORD 2-18=-2291/3315, 16-18=-1812/2698, 15-16=1375/2261, 13-15=-1811/2698, 11-13=-2290/3315 WEBS 8-15=-700/626, 8-13=-248/552, 10-13=-394/439, 5-16=-700/626, 5-18=-248/552, 3-18=-394/439, 6-16=-386/547, 7-15=386/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. ���` Qu�N V� ,•,� ��- �j� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-M to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 29-1-13, `� OP` ,.. • • •., , .•'� G E N S •• ,�� 4 • Interior(1) 29-1-13 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 68182. 3) Provide adequate drainage to prevent water ponding. 4) This truss 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �, 'ST OF 41J `• S411:1NA� E,� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/03(2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only bpon parameters shown, and is for an Individual building component, not �- a buss system. Beforeuse, the bbilding designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. available Tampa, FL 36610 Job Truss Truss Type City Ply • T16319911 1612_Grp2_B H6 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:513:55 Z019 Page 1 ID:zyOGU WbaYuy?h2j5HEKjkhzjLla-odf83EW7pceevOcxQ2WLa4zfH WOvLaEiZECr8zj?g_ 1-0-0 5-1-8 9-2-8 13-3-8 _ 18-4-0 r 1-0-0 5-13 4-1-0 4-1-0 5-0-8 Scale: 3/8'=1' 5x6 = 4.00 12 5x6 = 3x4 = 6 3x4 2x4 II = 3x6.= 46 = .5-1-8 133-8 1a-9-0 18-4-0 5-1-8 8-2-0 054 4-7-0 Plate Offsets (X Y)-- [2.0-3-6 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.11 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.23 6-8 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-6 REACTIONS. (lb/size) 5=10010-4-0, 2=530/0-4-0, 6=765/0-4-0 Max Horz 2=44(LC 8) Max Uplift 5=-69(LC 13), 2=-300(LC 8), 6=-337(LC 9) Max Grav 5=102(LC 24), 2=532(LC 23), 6=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1018/770 BOT CHORD 2-8=-657/924, 6-8=-661/912 WEBS 3-8=0/299, 3-6=-954/740, 4-6=-399/475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C 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 ,,��1 3) Provide adequate drainage to prevent water ponding. `%% & IN 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� OP 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 `�`' , •'� Ci E ...... • •. ���. 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) 5 except at--lb)N O 68182 2=300, 6=337. O •• kO F 4<u ,ss,r0 N AL?( �. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date,. February 21,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0Y2015 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 design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building 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 ANSI/TP/1 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 f16319912 1612_Grp2_B HJ1 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:56 2019 Page 1 ID:zyOGU WbaYuy?h2j5HEKjkhzjLla-GgCWGa WlawmV WAB7_IGktodB_hrRegwNxDzlMbzj?fz -1-5-0 5-2-9 5 - 5 9-10-1 1-5-0 5-2-9 0- 4.6-1 Scale=1:21.2 Io 3x4 = �x4 i i 5 NAILED NAILED NAILED NAILED 5-2-9 2-M 2-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.28 6-7 >403 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.34 6-7 >338 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=157/Mechanical, 2=438/0-5-5, 5=274/Mechanical Max Horz 2=137(LC 22) Max Uplift 4=-129(LC 4), 2=-372(LC 4), 5=-155(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/636 BOT CHORD 2-7=-695/845, 6-7=-695/845 WEBS 3-7=-345/505, 3-6=-1005/827 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; 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.IIIII _ II.- 4) Refer to girder(s) for truss to truss connections. 5) Provide truss to bearing `�� j N V P� �� I�j mechanical connection (by others) of plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 4=129, 2=372, `�� . ,�. E N•� �'• �� 0 5=155. 6) "NAILED" indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. �� �' G V\ SF•••. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). No 68182 LOAD CASE(S) Standard * �• •� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads "0 (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) i S OF QJ � 0 �' / % �i��•�•A%� Vert: 6=-39(F=-19, B=-19) 9=-89(F=-45, B=-45) 10=54(F=27, B=27) Q;•.�,`� �. ` i�Fsi• .• .R ,1N P►� %%%% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 10/0312015 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 piopedy Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance•regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T16319913 1612_Grp2_B M4 Monopitch 6 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:68:57 2019 Page 1 I D:zyOGU WbaYuy?h2j5H EKjkhzjLla-kOmuUwXNLEuM8KmKYSnzQ?9Qh5GSNK?W9tjlul zj?fy 1-0-0 4-4-0 1-0-0 44-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Zxw DEFL. in (]cc) I/defl Ud PLATES GRIP Vert(LL) 0.06 2-4 >884 240 MT20 2441190 Vert(CT) 0.05 2-4 >970 180 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=142/0-4-0, 2=219/0-3-0 Max Horz 2=91(LC 9) Max Uplift 4=-133(LC 8), 2=-219(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale=1:11.6 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 4-4-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=166mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; 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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 4=133, 2=219. %% `' PQUIN VF< ''#. G'E IV No 68182 � r � r r r ST' OF � O '� <v . GN M- ti?��`• /111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater February 21,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. I a(0312015 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 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 •T16319914 1612_Grp2_B T1 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:58 2019 Page 1 ID:zyOGU WbaYuy?h2j5H EKjkhzjLla-CCKGhGY06XODmUKW6AICyDi WCVYp6fgg0XSsQTzj?fx 1-0-0 7-1-8 11-3-8 18-6-8 13 1-0-0 7-1-8 4-2-0 2-0-03-8 5-3-0 5x6 = . — f,n 5x6 = Scale=1:33.4 r, rr N 4 N a 3x8 = 2x4 11 3x6 = 3x8 = 3x6 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ffP12014 CSI. TC 0.70. BC 0.61 WB 0.54 Matrix-SH DEFL. in Vert(LL) 0.10 Vert(CT) -0.19 Horz(CT) 0.03 (]cc) Well Ud 2-11 >999 240 2-11 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-0 cc bracing. REACTIONS. (lb/size) 7=672/Mechanical, 2=739/0-4-0 Max Horz 2=102(LC 11) Max Uplift 7=-305(LC 9), 2=-373(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1424/885, 3-4=-1211/832, 4-5=-1314/874, 5-6=-1404/924, 6-7=-615/472 BOT CHORD 2-11 =-850/1 287, 9-1.1=-851/1277, 8-9=-981/1438 WEBS 3-11=-4/272, 4-9=-157/272, 5-9=-288/205, 5-8=-407/349, 6-8=-919/1417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) A-M to 5-0-0, Interior(1) 5-0-0 to 18-4-12 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 w grip COL=1.60 ,,,4�I t l l l l l /ii1, 3) Provide adequate drainage to prevent water ponding. `� U I N V I� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% P`Q....... E •1V ��� 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 `� , ,�'�.C, will fit between the bottom chord and any other members. : , • SF•... ��ii 6) Refer to girder(s) for truss to truss connections. No 6818i 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2 7=305,2=373. �ccX S Of ��Nl l l lltt� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. w 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 Criterla, 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 T16319915 612_Grp2_13 V1 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 Y 0 2x4 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:58:58 2019 Page 1 ID:zyOGUWbaYuy?h2j5HEKjkhzjLla-CCKGhGY06XODmUKW6AICyDifv Vgz6nFgOXSsQTzj?fx 3-3-0 3-3-0 2x4 II LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a 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 FBC2017/TPI2014 Matrix-P 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=80/3-2-4, 3=80/3-2-4 Max Horz 1=43(LC 11) Max Uplift 1=-36(LC 8), 3=-41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:8.1 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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;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 honconcurrent 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. `,%0. �� PQUI N VFW �ii No 68182 S O F .' 4U �Irrn:n!11 Joaquin Velez PE No:68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 10/0312015 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 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 ANSIITP11 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 P Symbols PLATE LOCATION AND ORIENTATION 3j4 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. D.i1611 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 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP'CHORDS` O WEBS 4 O= O d d O c� s cea cs s 00 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST -TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-13bT ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Genera! Safety Notes - Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TP1 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss, member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance. risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl 1 Quality Criteria.