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HomeMy WebLinkAboutTrussMiTek' RE: 1449 B - Site Information: Customer Info: Wade Jurney Homes Lot/Block: 12717 Address: 7001 FortWalton City: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: _ Model: 1449 B Subdivision: Lakewood Park State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020ITP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T22341986 Al 1/5/21 2 T22341987 A2 1/5/21 3 T22341988 CJ 1 1 /5121 4 T22341989 CJ3 1/5/21 5 T22341990 CJ5 1/5/21 6 T22341991 EJ3 1/5/21 7 T22341992 EJ5 1/5/21 8 T22341993 EJ5A 1/5/21 9 T22341994 E.17 1/5/21 10 T22341995 GR1 1/5/21 11 T22341996 GR2 1/5/21 12 T22341997 GR3 1/5/21 13 T22341998 H1 1/5/21 14 T22341999 H2 1/5/21 15 T22342000 H3 1/5/21 16 T22342001 H4 1/5/21 17 T22342002 H5 1/5/21 18 T22342003 H6 1/5/21 19 T22342004 H7 1/5/21 20 T22342005 HJ1 1/5/21 21 T22342006 HJ2 1/5/21 22 T22342007 HJ3 1/5/21 No. Seal# Truss Name Date 23 T22342008 T1 1/5/21 24 T22342009 T2 1/5/21 25 T22342010 T3 1/5/21 26 T22342011 T4 '1/5/21 27 T22342012 T5 1/5/21 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, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSIITPI 1, Chapter2. lrv, G�E.N 8182 O: STATE. OF 4U O P N_��,. el's`S�O N AL?��'• Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa Fl. 33610 bate: January 5,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply T22341986 1449 B Al Common 7 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:53 2021 Page 1 I D:hNQoQTzK_wvsy_l cNDly?Lz8mOV-Rk9bmNwvKVjHoRL2yMm_zGPvYOpx1ld3CnsDABzySae 11-0-0 6-8-12 12-7-12 18-6-12 24-5-12 30-4-12 311: 8 38-1-6 i-0-d 6-8-12 5-11-0 5-11-0 5-11-0 5-11-0 6-8-12 1-0-0 5x6 = 4.00 12 Scale = 1:66.2 ST1.5x8 STP = "' "' 14 "" ST1.5x8 STP = 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 3x8 = 9-8-4 18-6-12 27-5-4 37-1-8 9-8-4 8-10-8 8-10-8 9-8.4 Plate Offsets (X,Y)— [2:0-0-6,Edgel, [4:0-3-0,Edgel, [8:0-3-0,Edgel, [10:0-0-6,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.36 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.56 12-14 >781 180 BCLL 0.0 Rep Stress [nor YES WB 0.78 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 MatrixSH 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 4-0-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=192(LC 11) Max Uplift 2=-813(LC 12), 10=-813(LC 12) Max Grav 2=1421(LC 1), 10=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3385/2537,3-5=-3090/2314,5-6=-2166/1751,6-7=-2166/1751,7-9=-3090/2314, 9-10=-3385/2537 BOT CHORD 2-16=-2290/3153, 14-16=-1823/2609, 12-14=-1824/2609, 10-12=-2291/3153 WEBS 6-14=-736/1040,7-14=-762/696,7-12=-231/533,9-12=-345/416,5-14=-762/696, 5-16=-231/533,3-16=-345/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. `%% QV N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. `�� OP. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 18-6-12, Exterior(2R) ♦♦� , .•'�G E N S •• ��i 18-6-12 to 22-6-12, Interior(1) 22-6-12 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for ♦ \1 tc•'•• i members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 68182 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific • to the use of this truss component. * : •: k 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. i 1 S T OF 441 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at o joint 10. :,. �� Q P • ♦♦♦ %%% Joaquln Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341987 1449 B A2 Common 2 1 Job Reference (optional) Builders First5ource (Tampa, FL), Tampa, FL - 33564, 8.43U s Nov 3U 2ULU MI I eK Industries, Inc. I Lie uan 5 U8:48:54 LUL1 rage 1 ID:hNQoQTzK_wvsy_lcN01y?Lz8mOV-vwjz, jwX5or8QbwEV3HDVTy1QQAXmK4CRRcmjdzySad -1-0-0 4-9-0 8-8-4 12-7-8 16-11-0 1-0-0 4-9-0 3-113-11-4 4-3-8 5x6 = ST1.5xd 5TP = 3x8 = ST1.5x8 STP = 2x4 %�, Scale = 1:30.3 5I 1.5x0 51 V — 3x6 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.10 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 66 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-M. 5=0-8-0 Max Horz 2=94(LC 11) Max Uplift 4=-11O(LC 12). 2=-337(LC 12), 5=-288(LC 12) Max Grav 4=164(LC 22). 2=489(LC 1). 5=643(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-047/513 BOT CHORD 2-7=-385/538, 5-7=-343/356 WEBS 3-7=-56/381, 3-5=-682/700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-84, Exterior(2R) 8-84 to 12-8-4, Interior(1) 12-8-4 to 16-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 110 lb uplift at joint 4, 337 lb uplift at joint 2 and 288 lb uplift at joint 5. 011 u v.'vF� :��� �••\.�GEIVS�•? ice.. i No 68182 S OF i Joaquin Vele PE No.68182 Well: USA, Inc..FL Cert6534 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �� Design valid for use only with MTekO 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 ANSI11'P11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22341988 1449 B CA Comer Jack 10 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:54 2021 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-vwjzjwX5or8QbwEV3HDViyE2QLSmOBCRRcmjdzySad 1-0-0 Scale = 1:6.1 2x4 = ST1.5x8 STP = 1.0-0 1-0-0 Plate Offsets (X,Y)— [2:0-2-14,0-0-10] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ffP]2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-8(LC 1), 2=-142(LC 12) Max Grav 3=25(LC 12), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,�� QU N V�/,' 5) Refer to girder(s) for truss to truss connections. ,� OQ� • . ��. �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 142 lb uplift at ,�� J .•°� G E N S •• ��� joint 2. ; V F•' No 68182 .0. ST OF n Joaquin Velei PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 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 ANSU7PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341989 1449_B CJ3 Comer Jack 6 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33584, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:55 2021 Page 1 I D:hNQoQTzK_wvsy_l cNOly?LzBmOV-07HLB3x9s6z?21VQ3noS2hUOgpgkVgMLf5LKF3zySac -1-0-0 3-D-0 1-0-0 3-0-0 Scale = 1:9.4 N 7 3x4 = ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X,Y)— [2:0-0.6,Edgej LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 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 FBC20201TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-43(LC 12), 2=-165(LC 12) Max Grav 3=55(LC 17). 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 11111111/ 5) Refer to girder(s) for truss to truss connections. ♦%%%% v N V� , 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 165 lb uplift at ♦`� t�P• . -<<c Imo" joint 2. ♦ , . ' E IV . 1 :♦ . �\G SF . ii NO 68182 S OF T�41J Z. Alnl Joaquin Velez PE No.68182 MITek USA', Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 hate: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341990 1449 B CJ5 Comer Jack 4 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:55 2021 Page 1 ID:hNQoQTzK_wvsy_lcNDly?Lz8mOV-07HLB3x9s6Z?21VQ3noS2hUG6pdrVgMLf5LKF3zySac 1-M 5-0-0 4x6 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI, Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=105(LC 12), 2=-187(LC 12) Max Grav 3=116(LC 17), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 187 lb uplift at joint 2. �%`%��4UIN VF�11-*it %% OP' . <F --' LENS .�4' No 68182 �-0: :�z �. =. E OF .t�1S�ONALE�%`�• 11,11,11011111110 Joaquln Valet PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341991 1449_B E.13 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:56 2021 Page 1 ID:hNQoQTzK wvsy_lcNOly?LZ8mOV-sJrjOPyncQ5sfv4ddUJhaulZaDOzEHcVul5tnWzySab -1-0-0 3-0-0 1-0-0 3-0-0 r Scale = 1:9.4 3x4 = ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X,Y)— [2:0-0-6 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 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 FBC2020/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP'No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-43(LC 12). 2=-216(LC 12), 4=42(LC 8) Max Grav 3=55(LC 17). 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; parch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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-M tall by 2-0-0 wide fit between the bottom will chord and any other members. 5) Refer to for truss to truss girder(s) connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 216 lb uplift at joint `��� ,� ••� C E N S+'•;C� �;� F ' 2 and 42 lb uplift at joint 4. ••' V ; 111 No- 68182 ST OF 1J/ ` . �. � 0�� •,off�. 4f;�� Joaquin Velez PE No.68182 MITek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341992 1449_13 EJ5 JACK -OPEN 7 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:57 2021 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-KVP6clzQNjDjH2fpBCgw76ZccdJJzkse7PgRKyzySaa 1-0.0 5-0-0 Scale = 1:12.7 46 = ST1.5x8 STIR = 5.0-0 5-0-0 Plate Offsets (X,Y)— [2:0-1-14,Edgej LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-105(LC 12). 2=-187(LC 12) Max Grav 3=116(LC 17), 2=253(LC 1). 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,111111111 /��� will fit between the bottom chord and any other members.QU N 5) Refer to girder(s) for truss to truss connections. t� L� 6 Provide mechanical connection b others of truss to bearing �` �P ........ (y ) g plate capable of withstanding 105 Ib uplift at joint 3 and 187 Ib uplift at ,�� � � G E N S •-, � ��� joint 2. No 68182o Cr S OF �rin.lul Joaquln Vele PE Ni MiTek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7p11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341993 1449B EJ5A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:57 2021 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-KVP6clzQNjDjH2fpBCgw76ZaudJJzkse7PgRKyzysaa 5-0.0 5-0-0 Scale= 1:12.7 2x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 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 FBC2020/TP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=90(LC 12) Max Uplift 1=-74(LC 12). 2=-120(LC 12) Max Grav 1=170(LC 1). 2=125(LC 17). 3=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-M oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4.4-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1 and 120 lb uplift at joint 2. ,ON, ..iN vF4' �J 'S .'�GENS' No 08182 -0: ::0' S OF O'• <v nn Joaquin Vefei PE.No.68162 MITek I1SA,.Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ��° Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341994 1449_B EJ7 Jack -Open 13 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:58 2021 Page 1 ID:hNQoQTzi _wvsy_lcN01y?Lz8mOV-oizUp5z281LavCD?kvL9gJ6jU1YEiB6oM3a_sOzySaZ -1-0-0 7-0-0 4x6 = ST1.5x8 STP = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-M CS]. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Scale = 1:16.9 n N r: N c) N in floc) I/defl Ud I PLATES GRIP 0.16 2-4 >490 240 MT20 244/190 -0.18 24 >448 180 -0.00 3 n/a n/a I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=151(LC 12) Max Uplift 3=-143(LC 12). 2=-216(LC 12) Max Grav 3=163(LC 17), 2=324(LC 1). 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES - Weight: 23 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0. Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.M tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 3 and 216 lb uplift at joint 2. %OPQUIN•� vF1.,�, No 68182 .irc ST OF : IJ/ �n Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek®oonnectors. This design Is based only upon parametersshown, 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 ANSItTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T22341995 1449_13 GR1 Hip Girder 1 Job Reference (optional) t3ull0ers rlrst5ource ( I ampa, t-L), I ampa, FL - 33b84, 8.43U s Nov 3U ZUZU Mi I ex Industries, Inc. I ue Jan 5 U8:48:59 ZU21 Nage 1 ID:hNQoQTzK_wvsy_1cNDly?Lz8mOV-GuWs1 R_gvLURWMoCIcsOCWfukRsjRQ4xajKXOgzySaY 1-0- 7-0-0 14-7-15 22-5-9 30-1-8 37-1-8 8-1- -0 7-0-0 7-7-15 7-9-11 7-7-15 M, -0 Scale = 1:67.4 6x12 MT20HS = 6x12 MT20HS = 4.00 F12 2x4 II 5x8 =4x4 = 3 16 17 18 19 20421 22 23 24 5 625 26 27 28 29 30 7 ST1.5x8 STP = 15 31 32 14 33 t3 34 35 36 37 12 38 1139 40 41 10 ST1.5x8 STIR = 2x4 II 6x8 = 4x12 = 412 = 6x8 = 2x4 II LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=77(LC 7) Max Uplift 2=-1753(LC 8). 8=-1766(LC 8) Max Grav 2=2790(LC 1), 8=2790(LC 1) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.89 Vert(LL) 0.8612-13 >511 240 MT20 2441190 BC 0.84 Vert(CT) -1:06 12-13 >414 180 MT20HS 187/143 WB 0.91 Horz(CT) 0.14 8 n/a n/a Matrix-SH Weight: 423 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7897/4791, 34=-11838/7387, 4-6=-11836/7385, 6-7=-11899/7441, 7-8=-7887/4825 BOT CHORD 2-15=4438/7428, 13-15=-4429/7391, 12-13=-7289/11897, 10-12=4462/7383, 8-10=-4470/7419 WEBS 3-15=-135/718, 3-13=-2924/4732, 4-13=-940/860, 6-12=-956/860, 7-12=-2945/4802, 7-1 0=-1 25/707 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) 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 Co. 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 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding: 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1753 lb uplift at joint 2 and 1766 lb uplift at joint 8. No 68182 44/ i 0 <E/ Z. R \ 0 Q , \,,� 1 0 N A 0���• 11111,1111110 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361 a Date: Jantiary 52021 :ontinued on page 2 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type City Ply IG'I FjobT22341995 1449_B Hip Girder 1 2 Reference (optional) Iduuaers mmtsource (I ampa, FL), I ampa, f-L - 33bb4, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:00 2021 Page 2 ID:h NQoQTzK_wvsy_1 cNOly?Lz8mOV-k44EEm? IgeclB WNOsKOdlkB3TgByAtK4pN35wHzySaX NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 256 lb up at 7-0-0, 106 lb down and 134 lb up at 9-0-12, 106 lb down and 134 lb up at 11-0-12, 106 lb down and 134 lb up at 13-0-12, 106 lb down and 134 lb up at 15-0-12, 106 Ito down and 134 lb up at 17-0-12, 106 lb down and 134 lb up at 18-6-12, 106 lb down and 134 lb up at 20-0-12, 106 lb down and 134 lb up at 22-0-12, 106 lb down and 134 lb up at 24-0-12, 106 lb down and 134 lb up at 26-0-12, and 106 lb down and 134 lb up at 28-0-12, and 223 lb down and 256 lb up at 30-1-8 on top chord, and 296 lb down and 167 lb up at 7-0-0, 81 lb down and 20 lb up at 9-0-12, 81 lb down and 20 lb up at 11-0-12, 81 Ito down and 20 lb up at 13.0-12, 81 lb down and 20 lb up at 15-0-12, 81 lb down and 20 Ib up at 17-0-12, 81 lb down and 20 lb up at 18-6-12, 81 lb down and 20 lb up at 20-0-12, 81 Ib down and 20 lb up at 22-0-12, 81 lb down and 20 lb up at 24-0-12, 81 lb down and 20 lb up at 26-0-12, and 81 lb down and 20 lb up at 28-0-12, and 296 lb down and 167 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-176(F) 7=-176(F) 15=-296(F) 10=-296(F) 17=-106(F)18=-106(F) 19=-106(F) 21=-106(F) 22=-106(F)23=-106(F) 24=-106(F) 25=-106(F) 27=-106(F) 28=-106(F) 29=-106(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F) 36=-57(F) 37=-57(F) 38=-57(F) 39=-57(F) 40=-57(F) 41=-57(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mi7ek@ 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 6904Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22341996 1449 B GR2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:01 2021 Page 1 ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-CGecS60wRykgmgyaQlvsHxkDwEaXvKOE20peTjzySaW 1-0 8-4-4 15-10-13 21-4-3 26-9-10 29-5-9 32-1-8 37-1-8 8-1- 0- 8-4-4 7-6.8 5-5.6 5-5-6 2-7-15 2-7-15 5 0-0 0 Scale = 1:70.1 4.00 12 5x6 = ST1.5x8 STP = 21 cu 19 qu 41 18 qZ It qJ 44 16 qo 15go 14 ST1.5x8 STP = 5x6 = 5x8 = 4x8 = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr NO WB 0.95 BCDL 10.0 Code FBC2020ITP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 *Except* 4-5: 2x4 SP M 31, 11-13: 2x4 SP No.2, 14: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except' 6-18,11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-165(LC 6) Max Uplift 2=-1040(LC 8), 12=-1324(LC 8) Max Grav 2=1689(LC 1), 12=2026(LC 1) 6x8 = 5x12 = 6x12 MT20HS = 5x8 = DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.79 16-18 >553 240 MT20 244/190 Vert(CT) -0.98 16-18 >448 180 MT20HS 1871143 Horz(CT) 0.15 12 n/a n/a Weight: 255 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 1 Row at midpt 9-18 JOINTS 1 Brace at Jt(s): 22, 24, 34 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4241/2472, 3-5=-3338/2076, 5-6=-3238/2039, 6-7=-5195/3279, 7-8=-5247/3289, 8-9=-5774/3629,9-10=-7384/4689,10-11=-7385/4690,11-12=-5406/3382 BOT CHORD 2-21=-2226/3950, 19-21=2226/3950, 18-19=-3234/5382, 16-18=-5494/8877, 15-16=-5472/8865,14-15=-3129/5075,12-14=-3120/5079 WEBS 3-21=0/320, 3-22=-972/537, 19-22=-874/413, 19-23=-1035/1724, 5-23=-1036/1726, 19-24=-2365/1586,6-24=-2367/1587,18-25=-779/1380,6-25=-809/1414, 9-18=-3530/2282, 9-15=-1708/1035, 11-15=-1680/2682, 23-24=-336/214, 24-25=-332/213, 25-34=-520/335, 8-34=-519/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1040 lb uplift at joint 2 and 1324 lb uplift at joint 12. •�%%%o. PQv. ..<F •,�, �.• DENS'. .� di No 68182 W. ��:, ST OF .:��' . :. oo Al 1111 JoaOuln Velez PE No.68182 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .,onunueo on page z A WARNING- Verify design parametersend READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMIt-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI} Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 January 5,2021 Job Truss Truss Type Ply rt 1449B GR2 GABLE 1 Job Reference (optional) tsuitaers t-Irst5ource ( I am pa, FL), I ampa, hL - 33554, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:01 2021 Page 2 ID:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-CGecS60wRykgmgyaQl vs HxkDwEaXvKOE20peTjzySa W NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 106 lb up at 22-0-12, 100 lb down and 106 lb up at 24-0-12, 100 lb down and 106 lb up at 26-0-12, 100 lb down and 106 lb up at 28-0-12. and 100 lb down and 106 Ib up at 30-0-12, and 234 lb down and 235 lb up at 32-1-8 on top chord, and 120 lb down and 121 lb up at 18-0-12, 120 lb down and 121 lb up at 20-0-12, 52 lb down at 22-0-12, 52 lb down at 24-0-12, 52 lb down at 26-0-12. 52 lb down at 28-0-12, and 52 lb down at 30-0-12, and 110 lb down and 18 lb up at 32-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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: 1-5=-54, 5-9=-54, 9-11=-54, 11-13=-54, 2-12=-20 Concentrated Loads (lb) Vert: 11=-138(B) 14=-66(B)8=-60(B) 35=-60(B) 36=-60(B) 37=-60(B) 39=-60(B) 40=-120(B) 41=-120(B) 42=-26(B) 43=-26(B) 44=-26(B) 45=-26(B) 46=-26(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Mt truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341997 1449 B GR3 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:02 2021 Page 1 ID:hNQoQTzK—wvsy-1 cNOly?Lz8mOV-gTC?fS1 YCGsONgXmzIQ5g9HSiesKezUNGgYB?9zySaV -1-0-0 4-9-0 8-8-4 12-7-8 17-4-8 _ �_18.4-8 1-0-0 4-9-0 3-11-4 3-11-4 4-9-0 1-0-0 Scale = 1:31.2 4x4 = oxo — 4x4 = 4x4 = 8-84 174-8 8-84 . 8-84 Plate Offsets (X,Y)— [2:0-3-14,Edge], [8:0-3-14,Edgel, [10:04-0,0-3-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.37 8-10 >538 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.33 8-10 >603 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) -0.05 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=95(LC 7) Max Uplift 2=968(LC 8), 8=-998(LC 8) Max Grav 2=713(LC 1), 8=713(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1404/1860,3-4=-1251/1555, 4-5=-987/1360,5-6=-987/1358,6-7=-1251/1567, 7-8=-1404/1924 BOT CHORD 2-1 0=-1 702/1295, 8-1 0=-1 761/1295 WEBS 10-12=-663/437, 5-12=-663/437, 10-13=-270/215, 6-13=-315/271, 4-11=-318/247, 10-11=-272/161,3-11=-223/344,11-12=-235/415,12-13=-236/423,7-13=-223/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-M oc. 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 968 lb uplift at joint 2 and 998 lb uplift at joint 8. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 118 lb up at 3-0-0, and 99 lb down and 118 lb up at 14-3-7 on top chord, and 22 lb down and 86 lb up at 3-M, 12 lb down and 44 lb up at 5-1-1, 12 lb down and 44 lb up at 7-1-1, 12 lb down and 44 lb up at 9-1-1, 12 lb down and 44 lb up at 10-3-7, and 12 lb down and 44 lb up at 12-3-7, and 22 lb down and 86 lb up at 14-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). %oPQuIN �V6<cc,,', J J:' DENS �\ F i No 68182 S f i0. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 Q&A&$d1612i( eS;andard A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addeional 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, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341997 1449 B GR3 GABLE 1 1 Job Reference (optional) builders Firstsource (I ampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:02 2021 Page 2 ID:hNQoQTzK wvsy_1cNoly?Lz8mOV-gTC?fS1YCGsONgXmzIQ5g9HSiesKezUNGgYB?9zySaV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-4(B) 7=4(B) 16=-3(B) 17=-6(B) 18=-6(B) 19=-6(B) 20=-6(B) 21=-6(B) 22=-3(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parametersshown, and is for an individual building component, not �9 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 ANS171nP1f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22341998 1449_B H1 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:03 2021 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-9fmNso 1 BzZ_t?_6zXSxKMMpd72DPNHeXVKIIXczySaU 1-0- 4-10-14 139-6 23-4-2 32-2-10 37-1-8 8-1 -0- 4-10-14 8-10-6 9-6-12 8-10-8 4-10-14 -04 Scale= 1:67.4 4.00 12 5x6 = 46 — 4xl0 MT20HS = 4x6 = 4 5 19 6 20 7 5x6 = ST1.5x8 STIR = 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x8 = 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 FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-0,6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=97(LC 11) Max Uplift 2=-813(LC 12). 10=-813(LC 12) Max Grav 2=1421(LC 1), 10=1421(LC 1) 3x8 MT20HS = 3x4 = 3x8 MT20HS = 3x8 = 3x8 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.67 Vert(LL) 0.50 14 >877 240 MT20 244/190 BC 0.86 Vert(CT) -0.76 12-14 >579 180 MT20HS 187/143 WB 0.75 Horz(CT) 0.19 10 nla n/a Matrix-SH Weight: 184 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-8 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/2797, 3-4=-3221/2525, 4-5=-2991/2426, 5-7=-4074/3185, 7-8=-2991/2426, 8-9=-322112525,9-10=-3426/2797 BOT CHORD 2-16=-2556/3189, 14-16=-3008/3916, 12-14=-3016/3916, 10-12=-2548/3189 WEBS 3-16=-199/368,4-16=-549/810,8-12=-549/810,9-12=-200/368,5-16=-1167/992. 5-14=0/373, 7-14=0/373, 7-12=-1167/992 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14. Interior(1) 14-7-14 to 28-1-8, Exterior(2R) 28-1-8 to 33-9-6. Interior(1) 33-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 10. A N IA O ,oPQUINIVF�F.,. i No 68182 ; XZ :. O F 1C/ Z Al 4., ,O NM_ E����� Joaquin Wei PE No.68182 MITek USA, Inc. FL Cert6634 6994 Parke East Blvd. Tampa FL 33610 Date:. January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5JI912020 BEFORE USE. Design valid for use only with MTekO 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 r� A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IyliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341999 1449_B H2 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:04 2021 Page 1 ID:hNQoQTzK wvsy_lcN0ly?Lz8mOV-drK1482pkt6kd7h95ASZvaMkgSZE6jQgk_1132zySaT 1-0- 5-10-14 11-0-0 18-6-12 26-1-8 31-2-10 37-1-B 6-1- -0- 5-10-14 5-1-2 7-6-12 7-6-12 5-1-2 5-10-14 -0-of 4.00 F12 5x6 = 2x4 11 5x6 = 4 19 20 5 21 22 6 Scale = 1:67A ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 11 3x4 = 4x6 = 3x8 4x6 = 3x4 = 2x4 II 3x8 = N M V IA 6 5-10-14 11-0-0 18-6-12 26-1-8 31-2-10 37-1-8 5-10-14 ' 5-1-2 ' 7-6-12 7-6-12 5-1-2 5-10-14 Plate Offsets (X,Y)— 12:0-0-0,Edgel, f8:0-0-6,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.46 13 >957 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.66 11-13 >661 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=118(LC 10) Max Uplift 2=-813(LC 12), 8=-813(LC 12) Max Grav 2=1421(LC 1). 8=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3461/2769, 34=-2990/2423, 4-5=-3415/2843, 5.6=-3415/2843, 6-7=-2990/2423, 7-8=-3461/2769 BOT CHORD 2-16=-2526/3212, 15-16=-2526/3212, 13-15=-2065/2783, 11-13=-2057/2783, 10-11=-2518/3212,8-10=-2518/3212 WEBS 3-15=-476/490, 4-15=-156/382,4-13=-566/852,5-13=465/543,6-13=-566/852, 6-11 =-1 56/382. 7-11=-477/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. ``��►111171/��� ,�� U I N V I� �e ��F 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. `�� OP.Q. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2R) ♦♦♦ , °••�C E N $ •• c' ���, F•°• 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 26-1-8. Exterior(2R) 26-1 8 to 31-9 6, Interior(1) 31-9-0 to 38-1 8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 ♦ V No 681.82 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers loading :• •: rain requirements specific = to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �'p, : �• tT 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. i ST OF � 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 Q will fit between the bottom chord and any other members. .0 Q` .' _ ♦♦ �i�` °•. 0 Q 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at 8. - f ••• GN,♦♦ '��SS1O joint fV AI- �����• Joaquin Velei PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek®conneaom. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342000 1449_B H3 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:05 2021 Page 1 ID:hNQoQTzK_wvsy_l cN01y7LZBmOV-52u7HU3RVBEaEHGLftzoSnvwgruerEkgzenscUzySaS 1-0- 6-10-14 13-D-0 18-6-12 24-1-6 30-2-10 37-1-8 8-1- -0 6-10-141 1:1-2 5-6-12 5-6-12 6-1-2 6-10-14 -0- Scale = 1:67.4 4.00 12 5x6 = 2x4 II 4 19 5 5x6 = 20 6 ST1.5x8 STP = 16 15 " 13 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 3x6 = 6-10-14 13-0-0 18-6-12 N-1-8 30-2-10 3711' 6-10-14 6-1-2 5-6-12 5-6-12 6-1-2 6-10.14 Plate Offsets (X,Y)— [2:0-0-2,Edge], [8:0-0-2,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.41 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.58 11-13 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 178 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=137(LC 11) Max Uplift 2=-813(LC 12), 8=-813(LC 12) Max Grav 2=1421(LC 1), 8=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/2756, 3-4=-2781/2299, 4-5=-2846/2455, 5-6=-2846/2455, 6-7=-2781/2299, 7-8=-3444/2756 BOT CHORD 2-16=-2508/3195, 15-16=-2508/3195, 13-15=-1909/2571, 11-13=-1902/2571, 10-11=-2500/3195,8-10=-2500/3195 WEBS 3-16=0/262,3-15=-677/636,4-15=-204/405,4-13=-313/503,5-13=-333/398, 6-13=-313/503, 6-11 =-204/405, 7-11 =-678/636, 7-1 0=0/262 Structural wood sheathing directly applied or 2-3-12 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-6-12, Interior(1) 18-6-12 to 24-1-8. Exterior(2R) 24-1-8 to 29-9-6, Interior(1) 29-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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-M 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 813 lb uplift at joint 2 and 813 lb uplift at joint 8. PQUI4f ��­�CENS*-.. i i No 681.82 S OF o 0 e. .,0,N A' ,`,`� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342001 1449_B H4 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:06 2021 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-ZES Wg43GUMRsRrYCaU1_?R3PFGtacYzBl WP8wzySaR 1-0 7-10-14 15-0-0 22-1-8 29-2-10 37-1-8 8-1- -0 7.102-141 7-1-2 7-1-8 7-1-2 7-10-14 1 -0 6 Scale = 1:68.7 4.00 12 5x6 = 5x6 = 5 18 19 6 ST1.5x8 STP = 16 - 14 13 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 3x4 = 46 = 7-10-14 15-0-0 22-1-8 29-2-10 37-1-8 ' 7-10-14 7-1-2 7-1-8 7-1-2 7-10-14 A n IA d LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.36 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.55 13-14 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 5-13 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0.8-0 Max Horz 2=157(LC 11) Max Uplift 2=-813(LC 12), 9=-813(LC 12) Max Grav 2=1421(LC 1). 9=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3401/2721, 3-5=-2589/2178, 5-6=-2381/2143, 6-8=-2589/2178, 8-9=-3401/2721 BOTCHORD 2-16=-2464/3151, 14-16=-2464/3151, 13-14=-1763/2380, 11-13=-2457/3150, 9-11=-2457/3150 WEBS 3-16=0/306,3-14=-831/744,5-14=-223/494,6-13=-227/494,8-13=-831/743,8-11=0/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14. Interior(1) 20-7-14 to 22-1-8, Exterior(2R) 22-1-8 to 27-9-6, Interior(1) 27-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 3.8-0 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 813 lb uplift at joint 2 and 813 lb uplift at joint 9. PQU I N No 68182 OF 4U IIIIILIl1�� Joaquin Velez PE No.68182 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saletylnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342002 1449_B H5 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:07 2021 Page 1 I D:hNQoQTzK_wvsy_l cN0 iy?Lz8mOV-1 Q?uiA4hl oU IUbPkm IOGXC_HifzLJBH6QyGyg NzySaQ 10 6-8-12 12-7-12 17-0-0 20-1-8 24-5-12 30-4-12 37-1-8 8-1- -0- 6-8-12 5-11-0 4-4-4 3-1-8 4 4 4 5-11-0 6-8-12 -0- Scale = 1:68.7 4.00 12 5x6 = 5x6 = ST1.5x8 STP = 10 I r 16 15 �� 1O ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 30 = 3x4 = 46 = 3x4 = 3x8 = 6 Plate Offsets X,Y)— [2:0-0-0,Edge], [4:0-3-0,Edge], [9:0-3-0,Edge], [11:0-0-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.38 13-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.62 13-15 >700 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2020/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 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=175(LC 11) Max Uplift 2=-813(LC 12), l l=-813(LC 12) Max Grav 2=1587(LC 17), 11=1587(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3758/2688, 3-5=-3473/2459, 5-6=-2601/1990, 6-7=-2426/1926, 7-8=-2601/1996, 8-10=-3474/2406, 10-11=-3758/2636 BOT CHORD 2-18=-2442/3637, 16-18=-1954/2972, 15-16=-1505/2422, 13-15=-1895/2884, 11-13=-2386/3506 WEBS 8-15=-757/624, 8-13=-253/667, 10-13=-348/429,5-16=-757/623,5-18=-252/667, 3-18=-348/430, 6-16=-386/666,7-15=-387/666 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) A-M to 3-0-0, Interior(1) 3-0-0 to 17-M, Exterior(2E) 17-0-0 to 20-1-8, Exterior(2R) 20-1-8 to 25-9-6, Interior(1) 25-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 11. ON No 68182 -33 OF 40 Joaquin Velei PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with M?ek® 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 ANSYM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342003 1449_B H6 Hip 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:09 2021 Page 1 I D:h NQoQTzK_wvsy_l cN01y?Lz8mOV-zp7e7r6xYPkOjvZ7uj2kcd3dKTFun1 DPtG131FzySaO 6-8-12 12-7-12 17-6-6 19-7-0 24-5-12 30-4-12 5. 7-1-8 38-1-B i-0-d 6-8-12 5-11-0 4-10-12 2-0-8 4-10-12 5-11-0 6-8-12 0- Scale = 1:68.7 4.00 F12 5x6 = 56 = ST1.5x8 STP = 16 15 " — ST1.5x8 STP = 3x8 = 3x4 = 46 = LOADING (psf) SPACING- 2-M 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 FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.I 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=180(LC 11) Max Uplift 2=-813(LC 12), 11=-813(LC 12) Max Grant 2=1577(LC 17), 11=1577(LC 18) 3x4 = 3x4 = 4x6 = 3x4 = 3x8 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.82 Vert(LL) 0.3616-18 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.61 16-18 >723 180 WB 0.62 Horz(CT) 0.17 11 n/a n/a Matrix-SH Weight: 179 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=-3729/2653, 3-5=-3446/2427, 5-6=-2519/1919, 6-7=-2345/1867, 7-8=-2519/1929, 8-1 0=-3446/2392, 10-11 =-3730/2619 BOT CHORD 2-18=-2408/3614, 16-18=-1929/2949, 15-16=-1435/2341, 13-15=-1888/2861, 11-13=-2369/3479 WEBS 8-15=-795/652,8-13=-245/671, 10-13=-346/425,5-16=-794/651,5-18=-244/671, 3-18=-346/426,6-16=-376/641,7-15=-376/641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-6-8, Exterior(2E) 17-6-8 to 19-7-0, Exterior(2R) 19-7-0 to 25-2-14, Interior(1) 25-2-14 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 11. N N N h d .` ENS'.���� No 68182 ST E OF :' 4U .,` Joaquin Velez PE No.68182 MITek USA, -Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 quality Criteria, DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342004 1449_B H7 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:10 2021 Page 1 ID:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-R?hOLB7aJjstL28JRQZz9rcn RsblwyeZ6wUdHizySaN 1-0 8-2-2 15-6-8 21-7-0 28-11-6 37-1-8 8-1 -0- 8-2-2 7-4-6 6-0-8 7-4.6 6-2-2 1- 4.00 F12 5x6 = 5x6 = 518 6 19 Scale = 1:68.7 ST1.5x8 STP = 16 14 13 11 ST1.5x8 STP = 46 = 2x4 II 5x6 WB = 3x4 = 3x4 = 5x6 WB = 2x4 II 4x6 = 8-2-2 15-6-8 21-7-0 28-11-6 37-1-8 8-2-2 7-4-6 ' 6-0-8 7-4.6 8-2-2 LOADING (psi) SPACING- 2-M 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 FBC2020/TP12014 CSI. DEFL. in (loc) I/dell Lld TC 0.156 Vert(LL) -0.68 11-13 >640 240 BC 0.90 Vert(CT) -0.91 11-13 >480 180 WB 0.35 Horz(CT) 0.17 9 n/a n/a Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 5-0: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-M Max Horz 2=161(LC 11) Max Uplift 2=-813(LC 12). 9=-813(LC 12) Max Grav 2=1613(LC 17), 9=1613(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3877/2724, 3-5=-2898/2145, 5-6=-2683/2097, 6-8=-289812145, 8-9=-3878/2724 BOT CHORD 2-16=-2466/3722, 14-16=-2466/3722, 13-14=-1709/2679, 11-13=-2459/3602, 9-11=-2459/3602 WEBS 3-16=0/329,3-14=-1098/803,5-14=-233/604,6-13=-233/604,8-13=-1099/803, 8-11=0/329 PLATES GRIP MT20' 244/190 Weight: 168 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 3-9-11 oc bracing. 1 Row at midpt 3-14. 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0. Interior(1) 3-0-0 to 15-6-8, Exterior(2R) 15-6-8 to 21-2-6, Interior(1) 21-2-6 to 21-7-0, Exterior(2R) 21-7-0 to 27-2-14, Interior(1) 27-2-14 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 Ib uplift at joint 9. N T N H d PI Vp-QuiN , 54' No 68182 ST OF : 44/ �. 100 ;. R 1 O p N_,�. �isS��NA` E %% 11 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek'D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSI7rP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342005 1449_B HA Diagonal Hip Girder 2 1 Job Reference (optional) t3ullders Firstsource (I ampa, HL), I amps, FL - 33554, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:11 2021 Page 1 ID:hNQoQTzK_wvsy_1cN01y?Lz8mOV-wCFOYX8C41—kygV?84Ch291CGOyF2OiLaEAp8zySaM -1-5-0 5-3-15 9-10-1 1-5-0 ' 5-3-15 _ 4-6-1 Scale = 1:21.2 I�2 M 0 A N 30 = cxv II 5 ST1.5x8 STP = 5-3-15 2-0-0 2-6-1 Plate Offsets (X,Y)— [2:0-4-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.22 6-7 >516 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=150(LC 8) Max Uplift 4=-126(LC 8), 2=-359(LC 8). 5=-122(LC 8) Max Grav 4=146(LC 1). 2=432(LC 1), 5=267(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/430 BOT CHORD 2-7=-500/787, 6-7=-500/787 WEBS 3-7=-1661485, 3-6=-942/599 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use Of this truss component. 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. "%0 QU IN VF i'O�� P" psf `This O .��,....., . � 4) 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 �� � - G EN � •. �' �� will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. No 68182 •; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 Itouplift at joint 4, 359 Itouplift at joint 2 and 122 lb uplift at joint 5. * ,� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb up at 4-2-15, 45 lb up at = 4-2-15, and 38 Ito down and 105 lb up at 7-0-14, and 38 lb down and 105 lb up at 7-0-14 on top chord, and 34 lb up at 1-4-15, 34 lb '0 up at 14-15, at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of O �• S O F such connection device(s) is the responsibility of others. �� 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard SSA /0 �� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �** N Al � - %% Uniform Loads (plf) Vert: 14=-54, 2-5=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) MiTek USA„Inc. FL Cert.6634 Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. wi* Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 ANSWPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342006 1449_B HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 1-5-0 3x4 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:11 2021 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-wCFOYX8C41_kygV?84Ch296LG77F4KiLaEAp8zySaM 4-2-3 4-2-3 Scale = 1:10.6 Plate Offsets (X,Y)— [2:0-4-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.03 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.03 24 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=78(LC 8) Max Uplift 3=-62(LC 8), 2=-319(LC 8), 4=-70(LC 8) Max Grav 3=80(LC 1). 2=213(LC 1). 4=58(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. % 11111111/ 5) Refer to girder(s) for truss to truss connections. `%%u I N V 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 319 lb uplift at jointOP.Q.; •' 2 and 70 lb uplift at joint 4. �� , C E N • • �� • SF•'•,, �� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 36 lb up at �� : fir\ 1-4-15, and 28 lb down and 36 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the No 68182 • •: responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). * :• LOAD CASE(S) Standard -10 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 :• S T O F : Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 �U✓� _ ��i T[•� Q` Concentrated Loads (lb) Vert: 5=61(F=30, B=30) •'C .' ��` �i �`. •••, R 1�••�` �� ,,�S�O�`,� �1111111.1111��` Joaquin Velez PE No.68182 MITek USA, Inc.. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTel,@ connectors. This design is based only upon parametersshown, 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 ANSIITP11 quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342007 1449_B HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSoufee (Tampa, FL), I ampa, FL - 33b54, 15.4311 s Nov au ZUZU MI I ex m0us[nes, Inc. r ue Jan o uo:va: 14 cuc i reye , ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-00pnit8grK6baMlhZrbREGhBRgOZ_XasaEzjLazySaL -1-5-0 7-0-2 _ 1-5-0 7-0-2 ' Scale = 1:16.2 ci 2.83 12 0 5 w 2 1 30 = ST1.5x8 STP = 7-0-2 7-0-2 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.08 2-4 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 2-4 >507 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=114(LC 8) Max Uplift 3=-132(LC 8). 2=-289(LC 8) Max Gram 3=154(LC 1), 2=303(LC 1). 4=114(LC 3) 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. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3 and 289 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb up at 4-2-15, and 45 lb up at 4-2-15 on top chord, and 34 lb up at 1-4-15, 34 lb up at 14-15, and at 4-2-15, and at 4-2-15 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=58(F=29, B=29) 0PQUIN lV���',i .` G E N No 68182 �•' ST Of '•CV • • s- Joaquin Velez PE.No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East,Bivd. Tampa FL 33610 bate: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. ° Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11nP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342008 1449_B T1 Roof Special 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:13 2021 Page 1 ID:h NQoQTzK_wvsy_l cN01y?Lz6mOV-saN9zD9SceESC Wtu7Z6gmTEHY4cRjkW?oujHuOzySaK 1-0 8-4-4 15-10-13 18-3-2 23-7-0 29-11-6 37-1-B 8-1 -0 8-4-4 7-6-8 2-4-5 5-3-14 6-4-6 7-2-2 -0 4.00 12 5x6 = 5x6 = 5x6 = Scale = 1:70.1 ST1.5x8 STP = 1O .' " - 14 " 12 11 ST1.5x8 STP = 4x6 = 3x4 = 46 = 5x8 = 3x4 = 2x4 II 46 = 4x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.42 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.73 14-16 >602 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.17 9 n/a n1a BCDL 10.0 Code FBC2020ITP12014 MatrixSH Weight: 176 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied. 4-5,1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 `Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-M Max Horz 2=-165(LC 10) Max Uplift 2=-813(LC 12). 9=-813(LC 12) Max Grav 2=1579(LC 17). 9=1576(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3698/2586, 3-5=-3590/2604, 5-6=-3157/2402, 6-7=-3025/2294, 7-8=-2986/2196, 8-9=-3808/2604 BOT CHORD 2-16=-2323/3567, 14-16=-1595/2520, 12-14=-1788/2769, 11-12=-2327/3538, 9-11=-2327/3538 WEBS 3-16=-417/526,5-16=-721/1183,5-14=-840/1354, 6-14=-1128/957,7-14=-208/415, 7-12=-201/496, 8-12=-869/632,8-11=0/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-" to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2E) 15-10-13 to 18-3-2. Interior(1) 18-3-2 to 23-7-0, Exterior(2R) 23-7-0 to 27-7-0, Interior(1) 27-7-0 to 38-1-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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, with BCDL = 10.0ps1r. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 9. `,`111111111/���,, %%�.OPQv1N vF��.. O J . 'LENS ­. No 68182 :1 OF . 111 Joaquin Velez PE No.68182 MITek USA, Inc. -FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342009 1449_B T2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:14 2021 Page 1 ID:hNQoQTzK_wvsy_1cN01y?Lz8mOV-KnwXAZA4NyMJpgS4gGevJhnSDU_CSFi81YSgQTzySaJ 1-0 8-4.4 15-10-13 20-3-2 25-7-0 30-11-6 37-1-8 8-1- -D 8-4-4 7-6-8 4-4-5 5-3-14 5-4-6 6-2-2 -0 Scale = 1:70.1 4.00 F12 5x6 = 56 = 19 ST1.5x8 STP = 16 �'' 14 " 12 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 46 = 3x8 = 2x4 11 3x8 = LOADING (psf) SPACING- 2-M 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Herz 2=-165(LC 10) Max Uplift 2=813(LC 12). 9=-813(LC 12) Max Grav 2=1421(LC 1), 9=1421(LC 1) CSI. DEFL. in (Joe) I/defl Ud PLATES GRIP TC 0.87 Vert(LL) 0.3912-14 >999 240 MT20 2441190 BC 0.78 Vert(CT) -0.72 12-14 >610 180 WB 0.73 Horz(CT) 0.16 9 nla n/a Matrix-SH Weight: 173 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 1 Row at midpt 3-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3380/2586,3-5=-2491/1994,5-6=-2450/2027,6-7=-2724/2250,7-8=-2946/2327, 8-9=-3454/2683 BOT CHORD 2-16=-2325/3130, 14-16=-2325/3130, 12-14=-2314/3113, 11-12=-243513206, 9-11=-2435/3206 WEBS 3-16=0/311, 3-14=-922/802, 5-14=-88611222, 6-14=-1098/1020, 6-12=-477/458, 7-12=-387/633, 8-12=-518/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2R) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 25-7-0, Exterior(2R) 25-7-0 to 29-7-0, Interior(1) 29-7-0 to 38-1.8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 813 lb uplift at joint 2 and 813 Ito uplift at joint 9. PQU I N ! VFW .` J . DENS . r' '•� No 68182 �-0: ST OF ido 0 .t` %f"� ;� 1 Joaquin Velez PE No.68182 MIek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity 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 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 ANSIITP11 quality Criteria, DSB-89 and Best Building Component Safety Information available fromTruss 6904 Parke East Blvd. ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East Job Truss Truss Type Qty Ply T22342010 1449_B T3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:15 2021 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-ozUvOvBiBFVARgl GEz9BsuJdKtlyBmPIGCCOyvzySa I 8-44 15-10-13 22-3-2 27-7 0 31-11-6 37-1-8 a8-1-B -0 8-4-47-6-8 64-5 5-3-14 44-0 5-2-2 1-0-0 Scale = 1:70.1 4.00 12 5x6 = ST1.5x8 STP = 16 1D 14 13 " 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 5x8 = 3x4 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-M 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 FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 14: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-165(LC 10) Max Uplift 2=-813(LC 12), 9=-813(LC 12) Max Grav 2=1421(LC 1). 9=1421(LC 1) 4x6 = CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.85 Vert(LL) 0.46 13-14 >942 240 MT20 244/190 BC 0.94 Vert(CT) -0.67 13-14 >653 180 WB 0.51 Horz(CT) 0.17 9 n/a n/a Matrix-SH Weight: 173 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at micipt 3-14. 6-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3381/2569, 3-5=-2486/1992, 5-6=-2465/2008, 6-7=-3663/2969, 7-8=-313512451, 8-9=-3409/2735 BOT CHORD 2-16=-2309/3131,14-16=-2309/3131,13-14=-2731/3680,11-13=-2115/2924, 9-11=-2489/3177 WEBS 3-16=0/333, 3-14=-936/785, 5-14=-820/1167, 6-14=-1557/1311, 6-13=-371/409, 7-13=-707/870,7-11=-99/348,8-11=-286/395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2R) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 27-7-0, Exterior(2R) 27-7-0 to 31-7-0, Interior(1) 31-7-0 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 lost 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 813 lb uplift at joint 2 and 813 lb uplift at joint 9. iN E N g' Ile'� No 68182 ST E OF Z i Q 4 111 Joaquin Velez PE No.68182 MIek USA, Inc. FL Cert 6634 6904 Parke EastB14 Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only wah 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 ANS11 Pl1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T22342011 1449_13 T4 Roof Special 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:16 2021 Page 1 ID:hNQoQTzK_wvsy_1cNOly?Lz8mOV-G92HbFBKvZdl3zcTohgNO6spNHfZw6dRUsxxVLzySaH �1-0-0 8-4-4 15-10-13 20-0-15 24-3-2 29-7-0 37-1-8 38-1-$ 0- 84-4 7-6-8 4-2-2 4-2-2 5-3-14 7-0.8 1-0-0 Scale = 1:70.1 4.00 12 5x6 = ST1.5xB STP = 15 13 11 10 ST1.5x8 STP = 3xB = 2x4 II 4x6 = 412 = 3x6 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 5-6: 2x6 SP No.2, 7-9: 2x4 SP M 31, 14: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0.8-0 Max Horz 2=165(LC 10) Max Uplift 2=813(LC 12), 8=-813(LC 12) Max Grav 2=1421(LC 1), 8=1421(LC 1) 410 MT20HS = CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.83 Vert(LL) 0.54 11-13 >804 240 MT20 244/190 BC 0.85 Vert(CT) -0.84 11-13 >523 180 MT20HS 187/143 WB 0.96 Horz(CT) 0.18 8 n/a n/a Matrix-SH Weight: 174 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-4.4 oc bracing. WEBS 1 Row at midpt 3-13. 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3371/2552, 3-5=-2525/2006, 5-6=-2480/1983, 6-7=4415/3492, 7-8=-3381/2588 BOT CHORD 2-15=-2292/3120,13-15=-2292/3120,11-13=-3313/4444,10-11=-2303/3117, 8-10=-2304/3126 WEBS 3-1 5=0/314, 3-13=-890/747, 5-13=-738/1109, 6-13=-2233/1814, 6-11 =-522/550, 7-11 =-1 094/1445, 7-10=-15/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13. Extedor(2R) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 29-7-0, Exterior(2R) 29-7-0 to 33-7-0, Interior(1) 33-7-0 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 8. .o% IN E IV No 68182 G= OF :1/ Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tarrfpa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 ANS//TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342012 1449_B T5 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:17 2021 Page 1 ID:hNQoQTzK_wvsy_1 cNOly?Lz8mOV-kLcgpbCzgtlth7AfMOBcxJOz8hO8fYSbjWhU1 ozySaG �1-0-0 B-4.4 1516 13 21-0-15 23-5-5 2%L 31-7-0 37-1-8 48-1_Q 08-4-4 7-6-8 5-2-2 2�-6 2-9-13 5.3.14 5-6-8 -0 Scale = 1:70.1 4.00 FIT 5x6 = ST1.5x8 STP = 16 " 14 13 12 11 ST1.5x8 STP = 46 = 2x4 11 4x6 = 300 = 6x12 MT20HS = 300 = 2x4 II 3x8 = N N !9 N IA d 84-4 15-10-13 21-0-15 23-5-5 26-3-2 31-7-0 37-1-8 8-4-4 7-6-8 5-2-2 2.4-6 2-9-13 5-3-14 Plate Offsets (X,Y)— [2:0-2-6 Edge], [7:0-3-0 0-3-4], [8:0-9-0 0-2-8], [9:0-0-0,Edge] [12:0-3-8,0-1-8] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.61 13 >714 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.87 13-14 >502 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.18 9 nla n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,8-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-1-1 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-14. 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-165(LC 10) Max Uplift 2=813(LC 12). 9=-813(LC 12) Max Grav 2=1421(LC 1).9=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3379/2546, 3-5=-249211971, 5-6=-2487/1982, 6-7=-4342/3387, 7-8=-526114116, 8-9=-3498/2670 BOT CHORD 2-16=-2286/3128, 14-16=-2286/3128, 13-14=-3037/4121, 12-13=-3995/5316, 11-12=-2399/3234,9-11=-2398/3245 WEBS 3-16=0/327,3-14=-930/781,5-14=-78511153,6-14=-1948/1602,7-12=-7021603, 8-12=-1648/2156,6-13=-611/922,7-13=-1436/1152 NOTES- 1) Unbalanced live loads have been for this design. ,,I roof considered 2) Wind: ASCE 7-16; Vuit=160mph Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. `%% QUI N F��. �I0, (3-second gust) ,�� OP. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2R) ♦♦� ,••� G E N S •• �i F•'•• 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 31-7-0, Exterior(2R) 31-7-0 to 35-7-0, Interior(1) 35-7-0 to 38-1 8 zone; cantilever left ♦ �. i + and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber No 68182 •: DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project for live load loading k : engineer responsible verifying applied roof shown covers rain requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 1 S T OF 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *This truss has been designed for live load 20.Opsf the bottom in 3-8-0 tall by 2-0-0 i�,� • Q a of on chord all areas where a rectangle wide �: �_,♦♦ .'�� Q f� will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at ♦��s • • `G ,%% I� S� • • •(�\ plate • �� �I� %A100% 9. ;joint JJOIN Joaquin Velez PE No.68182 MITek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity 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 ANS11noll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1/1 fi r For 4 x 2 orientation, locate plates 0- 't+s' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 IX O 2 U a O I — 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-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 8, MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. ARROW ON THE TRUSS REPRESENTS ITS LEFT END CA R1 H1 Al Al Al Al Al Al Al T1 T TOE-NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL .;7-n1-08 'lia;la.l:l�i is=l:la !>!.!=i.i'ia it 1_ 1_ II_'T I�� 1 II_ 1 0 We M 1111111111111111111111 II_ _ 17�- ii'� - --=1111111111MiMIp • 1• II 0 141: 1 11 11 11 1 1 1: Burs FirstSource Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax:(813) 752-1532 http://www.bldr.com - All "Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. �� - Use 10d x 1 1/2" Nails in hanger connections to �® single ply roof girder trusses. �,� Floor Truss Notes: - Shift truss as required to avoid plumbing traps. Installation Contractor and/or Feld Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. 11) '160 MPH EXPOSURE C TOLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 lbs & uplifts greater than 1,000 Ibs are noted on the truss placement page Century Complete 1449 FBC2020/TP12014 U:1,32,Ws Elevation B 'J3 Lot Swing Right Layout: 1449-8_GR_LAY Date: 06/07/19 Revision History: Rev1: 07/19/19 Rev2: Rev3: NOT TO SCALE IofI