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Home My WebLink AboutTRUSSCUT Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: SYNERGY-BILTMORE - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: SYNERGY HOMES Project Name: . Model: BILTMORE Tampa, FL 3361 0-41 1 5 Lot/Block: Subdivision: . Address: ., City: . State: . Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 39 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T18933530 Al 12/18/19 15 T18933544 B6 12/18/19 2 T18933531 A2 12/18/19 16 T18933545 B7 12/18/19 3 T18933532 A3 12/18/19 17 T18933546 C1 12/18/19 4 T18933533 A4 12/18/19 18 T18933547 C2 12/18/19 5 T18933534 A5 12/18/19 19 T18933548 C3 12/18/19 6 T18933535 A6 12/18/19 20 T18933549 CA 12/18/19 7 T18933536 A7 12/18/19 21 T18933550 CJ2 12/18/19 8 T18933537 A8 12/18/19 22 T18933551 CJ3 12/18/19 9 T18933538 A9 12/18/19 23 T18933552 CJ4 12/18/19 10 T18933539 B1 12/18/19 24 T18933553 CJ5 12/18/19 11 T18933540 B2 12/18/19 25 T18933554 CJ6 12/18/19 12 T18933541 B3 12/18/19 26 T18933555 CJ51 12/18/19 13 T18933542 B4 12/18/19 27 T18933556 D1 12/18/19 14 T18933543 B5 12/18/19 28 T18933557 D2 12/18/19 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ```11111111111��, The truss drawing(s)referenced above have been prepared by �%%%001 N• v �� MiTek USA,Inc.under my direct supervision based on the parameters �� J••••�G E N,9 provided by Builders FirstSource-Plant City. �' F • No 68182 Truss Design Engineer's Name: Velez, Joaquin _ * •:* - My license renewal date for the state of Florida is February 28,2021. IMPORTANT NOTE:The seal on these truss component designs is a certification 0'•• STATE O F :Lt that the engineer named is licensed in the jurisdiction(s)identified and that the i ,�••,�` Q �� designs comply with ANSI/TPI 1. These designs are based upon parameters ��` '• O R \O.• N`�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i SSA •••••••, " % given to MiTek or TRENCO. Any project specific information included is for MiTek's or �1 O N AL %% TRENCO's customers file reference purpose only,and was not taken into account in the ��►111111101 preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin Velez PE No.68182 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date: December 18,2019 Velez,Joaquin 1 of 2 MiTek'R) MiTek USA, Inc. RE: SYNERGY-BILTMORE - 6904 Parke East Blvd. Tampa, FL 3361 0-41 1 5 Site Information: Customer Info: SYNERGY HOMES Project Name: . Model: BILTMORE Lot/Block: Subdivision: . Address: ., City: State: . No. Seal# Truss Name Date 29 T18933558 EJ3 12/18/19 30 T18933559 EJ7 12/18/19 31 T18933560 EJ71 12/18/19 32 T18933561 EJ72 12/18/19 33 T18933562 HJ3 12/18/19 34 T18933563 HJ7 12/18/19 35 T18933564 HJ71 12/18/19 36 T18933565 V1 12/18/19 37 T18933566 V2 12/18/19 38 T18933567 V3 12/18/19 39 T18933568 V4 12/18/19 2 of 2 Job Truss Truss Type Qty Ply T18933530 SYNERGY-BILTMORE Al Roof Special 3 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:38 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-2keZ_FyYpWDRv4yCv01 cYcPUdDwkgxyeKjiaziy8?Dt 1-0-q 7-4-9 13-8-0 19-8-0 26-8-0 33-0-0 39-4-0 4Q-4-Q 1-0-0 7 4-9 6-3-7 6-0-0 7-0-0 6-4-0 6 4-0 0-0 Scale=1:71.1 5x6 = 5.00 12 6 4x6 5 21 3x4 3x6 7 3x6 4x6 4 g 5x6 3 9 20 22 15 5x8 = 10 11 N 2 16 14 1 2x4 4x12 _ Io ST1.5x8 STP — 2x4 11 13 12 ST1.5x8 STP = 6x8 = 2.50 12 2x4 11 6x8 = ST1.5x8 STP = 3x8 = 2x4 11 3x6 11 7-4-9 13-8-0 19-8-0 26-8-0 33-0-0 39-4-0 7 4-9 6-3-7 6-0-0 7-0-0 6-4-0 6 4-0 Plate Offsets(X,Y)-- [2:0-5-7,Edge],[10:04-2,0-1-8],[13:0-64,0-3-0],[15:04-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.30 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.70 15-16 >559 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.32 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.39 15-16 >999 240 Weight:201 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. 14,8-11:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-9-15 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 5-14,9-13 2-15:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 9-13:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=1393/0-8-0,10=-583/0-8-0,12=2865/0-8-0 Max Horz 2=-178(LC 17) Max Uplift 2=-521(LC 12),10=-650(LC 23),12=-860(LC 12) Max Grav 2=1393(LC 1),10=263(LC 12),12=2865(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4648/2510,3-5=-3470/1912,5-6=-1430/989,6-7=-1449/968,7-9=-743/561, 9-1 0=-1 131/2291 BOT CHORD 2-16=-2169/4256,15-16=-2166/4249,14-15=-1473/3198,13-14=-241/617, 12-13=-2005/1148,10-12=-2005/1148 WEBS 3-16=0/293,3-15=-1053/755,5-15=-718/1685,5-14=-2309/1337,6-14=-319/619, 7-14=-244/786,7-13=-1112/698,9-13=-1490/2826,9-12=-2693/1574 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., This item has been GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 19-8-0,Exterior(2)19-8-0 to 25-8-0, electronically signed and Interior(1)25-8-0 to 40-4-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; sealed by Velez, Joaquin, PE Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. document are not considered 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Ot=lb) On an electronic 2=521,10=650,12=860. y COIeS.p Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933531 SYNERGY-BILTMORE A2 Roof Special 4 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:39 2019 Page 1 I D:kDoExOCU ktTSrn9GXN8bjgy45C6-WxCxCbzBaq L IXEXPTjYr5 pye?d FnZLZnYNS8V9y8?Ds 1-0-Q 7-4-9 13-8-0 19-8-0 26-8-0 32-8-2 39-4-0 4p-4-Q 1-0-0 7 4-9 6-3-7 6-0-0 7-0-0 6-0-2 6-7-14 0-0 Scale=1:71.1 5x6 = 5.00 12 6 5x8 18 3x4 5 7 4x6 3x6 4x6 4 8 3x4 3 9 17 19 15 � ao 2 16 8x14 MT20HS = 14 10 81 11 N 1 2x4 5x12 _ Io ST1.5x8 STP — 13 12 ST1.5x8 STP = 6x12 MT20HS = 2.50 12 5x8 2x4 I I 4x6 = 7-4-9 13-8-0 19-8-0 26-8-0 32-8-2 39-4-0 7 4-9 6-3-7 6-0-0 7-0-0 6-0-2 6-7-14 Plate Offsets(X,Y)-- [2:0-5-7,Edge],[4:0-3-0,Edge],[13:0-5-4,0-2-8],[15:0-7-0,0-3-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.48 15 >977 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.08 15-16 >428 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.54 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.58 15 >797 240 Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1*Except* WEBS 1 Row at midpt 5-14 2-15:2x4 SP M 31,10-13:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=1837/0-8-0,10=1837/0-8-0 Max Horz 2=-178(LC 17) Max Uplift 2=-655(LC 12),10=-655(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6621/3561,3-5=-5588/3046,5-6=-2806/1722,6-7=-2826/1705,7-9=-3112/1839, 9-10=-3739/2079 BOT CHORD 2-16=-3146/6088,15-16=-3144/6085,14-15=-2542/5195,13-14=-1455/2876, 12-13=-1722/3340,10-12=-1722/3340 WEBS 3-16=0/287,3-15=-932/669,5-15=-1130/2458,5-14=-3148/1787,6-14=-883/1658, 7-14=-452/406,9-13=-605/421,9-12=0/270 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 19-8-0,Exterior(2)19-8-0 to 25-8-0, Interior(1)25-8-0 to 40-4-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; This item has been Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3)All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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. Printed copies of this 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) signature must be verified 2=655,10=655. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933532 SYNERGY-BILTMORE A3 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:40 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-_7mKPx_pL7T98o6b1 Q34d 1 Voa 1 b71 pYxn 1 Bh2by8?Dr j-O-AO 7-4-9 13-5-0 17-1%11 21-5-8 26-8-0 32-5-2 39-4-0 4Q-4 0 }-0- 7-4-9 6-3-7 4-2-8 3-7-0 5-2-8 6-0-2 6-7-14 0- Scale=1:75.8 5x6 = 5.00 12 5x8 = 6 7 5x8 3x4 4x6 5 8 4x6 21 4x6 %4 20 9 3x4 3 10 C6 19 22 17 ,o 2 18 8x14 MT20HS = 16 11 12 N dI 1 5x12 = 15 Iv 0 2x4 II 3x4 Zz o ST1.5x8 STP = 14 13 ST1.5x8 STP = 6x12 MT20HS = 2.50 12 5x8 = 2x4 11 4x6 = 7-4-9i 13-8-0 17-1%Il 21-5-8 26-8-0 32-8-2 39-4-0 7-4-9 6-3-7 4-2-8 3-7-0 5-2-8 6-0-2 6-7-14 Plate Offsets(X,Y)-- [2:0-5-7,Edge],[4:0-3-0,Edge],[6:0-3-0,0-2-4],p:0-5-12,0-2-81,[9:0-3-0,Edge],[14:0-5-4,0-2-12],[17:0-7-0,0-3-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.45 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.04 17-18 >446 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.52 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.57 17-18 >811 240 Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied. 6-7:2x4 SP No.2,1-4,9-12:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1*Except* WEBS 1 Row at midpt 5-16 2-17:2x4 SP M 31,11-14:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=1837/0-8-0,11=1837/0-8-0 Max Horz 2=163(LC 12) Max Uplift 2=-639(LC 12),11=-639(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6627/3921,3-5=-5575/3402,5-6=-3224/2116,6-7=-2939/2023,7-8=-2906/1930, 8-10=-3100/2023,10-11=-3747/2241 BOT CHORD 2-18=-3536/6095,17-18=-3536/6092,16-17=-2881/5179,15-16=-1316/2675, 14-15=-1612/2853,13-14=-1934/3348,11-13=-1934/3348 WEBS 3-18=0/287,3-17=-948/671,5-17=-1297/2450,5-16=-2895/1868,6-16=-584/973, 7-16=-399/696,7-15=-230/322,8-15=-307/369,10-14=-634/439,10-13=0/273 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 17-10-8,Exterior(2)17-10-8 to 29-11-5, Interior(1)29-11-5 to 40-4-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; This item has been Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3)Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 4)All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. document are not considered 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb)2=639,11=639. On an electronic copies. y Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933533 SYNERGY-BILTMORE A4 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:41 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-TJJicG?R6RbOmYhna8aJAE 1 zlQxT1 FD40hxEa 1 y8?Dq -O-Q 7-4-9 13-8-0 15-10-8 23-5-8 26-8-0 32-8-2 39-4-0 4P 4-P 1-0- 7-4-9 6-3-7 2-2-8 7-7-0 3-2-8 6-0-2 6-7-14 0-0 Scale=1:74.3 5.00 12 5x8 = 5x8 = 5x8 6 7 3x4 3x8 MT20HS 5 g 4x6 4x6 4 9 3x4 3 20 10 r 19 21 m 17 16 ob ao 1 2 18 8x14 MT = 11 12 a o 2x4 II 5x8 = 15 Io ST1.5x8 STP = 3x4 = 14 13 ST1.5x8 STP = 6x12 MT20HS - 2.50 12 5x8 = 2x4 11 4x6 = 7-4-9 13-8-0 15-10-8 23-5-8 26-8-0 32-8-2 39-4-0 7-4-9 6-3-7 2-2-8 7-7-0 3-2-8 6-0-2 6-7-14 Plate Offsets(X,Y)-- [2:0-5-7,Edge],[6:0-4-0,0-1-13],[7:0-5-12,0-2-8],[9:0-3-0,Edge],[14:0-5-4,0-2-12],[17:0-7-0,0-3-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.44 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.02 17-18 >453 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.51 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.58 17-18 >795 240 Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied. 4-6,7-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1*Except* 2-17:2x4 SP M 31,11-14:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=1837/0-8-0,11=1837/0-8-0 Max Horz 2=146(LC 12) Max Uplift 2=-618(LC 12),11=-618(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6634/4165,3-5=-5561/3549,5-6=-3981/2687,6-7=-3693/2534,7-8=-2996/2118, 8-1 0=-3088/21 10,10-11=-3754/2382 BOT CHORD 2-18=-3765/6102,17-18=-3766/6098,16-17=-2999/5154,15-16=-1523/2805, 14-15=-1668/2833,13-14=-2067/3357,11-13=-2067/3357 WEBS 3-18=0/292,3-17=-957/747,5-17=-1398/2398,5-16=-2502/1701,6-16=-678/1158, 7-16=-707/1166,7-15=-166/274,10-14=-659/475,10-13=0/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 15-10-8,Exterior(2)15-10-8 to 31-11-5, Interior(1)31-11-5 to 40-4-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; This item has been Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3)Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 4)All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. document are not considered 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) On an electronic copies. 2=618,11=618. Y p Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933534 SYNERGY-BILTMORE A5 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:43 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-PiRS 1 yOhd2rk?rrAiZcn Ff7JpEbtVEBNT?QLewy8?Do 1-0-Q 7 4-9 13-8-0 19-8-0 25-8-0 32-2-2 39-4-0 1-0-0 7-4-9 6-3-7 6-0-0 6-0-0 6-6-2 7-1-14 Scale=1:71.5 6x12 MT20HS = 5.00 12 3x4 = 5x6 = 4 15 5 16 6 6x12 MT20HS 3x4 3 7 Ci 14 17 18 0 m 12 T 2 13 6x12 MT20HS = 11 8 N 1 2x4 3x6 = o ST1.5x8 STP = 10 9 3x8 = 6x12 MT20HS = 2.50 12 5x8 = 2x4 7 4-9 13-8-0 19-8-0 26-8-0 32-2-2 39-4-0 7 4-9 6-3-7 6-0-0 7-0-0 5-6-2 7-1-14 Plate Offsets(X,Y)-- [2:0-5-7,Edge],[4:0-8-0,0-1-12],[6:0-3-0,0-2-4],[8:0-4-2,0-1-8],[12:0-5-4,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.47 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -1.06 12-13 >441 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.52 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.63 12 >743 240 Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except' TOP CHORD Structural wood sheathing directly applied. 4-6,6-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31'Except' WEBS 1 Row at midpt 6-11 10-12:2x4 SP No.2,8-10:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1750/Mechanical,2=1851/0-8-0 Max Horz 2=136(LC 12) Max Uplift 8=-549(LC 13),2=-610(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6686/4395,3-4=-5626/3647,4-5=-5108/3460,5-6=-4051/2807,6-7=-3136/2147, 7-8=-3886/2545 BOT CHORD 2-13=-4025/6149,12-13=-4030/6139,11-12=-2440/4148,10-11=-1 677/2894, 9-10=-2246/3497,8-9=-2246/3497 WEBS 3-13=0/287,3-12=-935/904,4-12=-1007/1739,5-12=-732/1193,5-11=-1 003/796, 6-11=-962/1533,7-10=-798/706,7-9=0/284 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 13-8-0,Exterior(2)13-8-0 to 22-1-13, Interior(1)22-1-13 to 25-8-0,Exterior(2)25-8-0 to 34-1-13,Interior(1)34-1-13 to 39-3-4 zone;cantilever left and right exposed;C-C This item has been for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3)Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 4)All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. document are not considered 7)Refer to girder(s)for truss to truss connections. signed and sealed and the 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Ot=lb) on any electronic copies. 8=549,2=610. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933535 SYNERGY-BILTMORE A6 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:44 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-to?gFl1 JOMzbd?QMGG70otNAeyfEeRXie9vBMy8?Dn 1-0-Q 7-4-9 11-8-0 12-11-Q 17-0-0 20-7-0 211r0 26-8-0 2,7-8-Q 33-2-2 39-4-0 j-0-0 7-4-9 -3-0 3-7-0 0-6- 0-0 5-6-2 6-1-14 Scale=1:70.2 6x12 MT20HS 6x12 MT20HS = 2x4 II 5x12 = 2x4 5.00 12 4 5 6 23 7 8 4x6 2x4 3 9 22 N 21 18 24 v 19 10 2 1 20 6x12 MT20 = dN 0 2x4 Iy 8x14 MT20HS = o ST1.5x8 STP = 17 16 15 14 12 11 3x8 = 6x12 MT20HS = 2x4 11 7x10 = 7x10 = 5x6 = 3x4 = 2.50 12 2x4 II 7-4-9 11-9-8 1 -11- 17-0-0 20-7-0 21 1 0 26-8-0 33-2-2 39-4-0 7 4-9 4-4-15 -1-8 4-1-0 3--7 0-6- 5-7-0 6-6-2 6-1-14 Plate Offsets(X,Y)-- [2:0-5-7,Edge],[4:0-7-12,0-2-0],[8:0-8-8,0-2-0],[10:0-4-2,0-1-8],[13:0-4-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.50 18 >930 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.13 18 >412 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.55 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.67 18 >695 240 Weight:219 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. 8-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-11 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 6-16,8-13 2-19:2x4 SP M 31,18-19,10-12:2x4 SP No.1,5-17:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 16-18,6-18,13-16:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 10=1756/Mechanical,2=1856/0-8-0 Max Horz 2=119(LC 12) Max Uplift 10=-556(LC 8),2=-638(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6668/4344,3-4=-5916/3814,4-5=-5765/3792,5-6=-5738/3779,6-7=-4746/3216, 7-8=-4754/3212,8-9=-3941/2815,9-10=-3953/2582 BOT CHORD 2-20=-3962/6129,19-20=-3959/6123,18-19=-3245/5467,12-13=-1683/2923, 11-12=-1723/2947,10-11=-2283/3564 WEBS 3-20=0/250,3-19=-652/681,4-19=-950/1486,4-18=-489/720,16-18=-2287/3879, 6-18=-1658/2760,6-16=-3076/1908,8-13=-1373/2137,8-12=-469/411,8-11=-751/831, 9-11=-403/555,7-13=-445/470,13-16=-2097/3559,6-13=-1171/1873 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., This item has been GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 11-8-0,Exterior(2)11-8-0 to 20-5-4, electronically signed and Interior(1)20-5-4 to 27-8-0,Exterior(2)27-8-0 to 36-1-13,Interior(1)36-1-13 to 39-3-4 zone;cantilever left and right exposed;C-C for sealed by Velez, Joaquin, PE members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. Printed copies of this 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members. signature must be Verified 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin Velez PE No.68182 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) MiTek USA,Inc.FL Cent 6634 10=556,2=638. 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933536 SYNERGY-BILTMORE A7 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:45 2019 Page 1 I D:kDoExOCU ktTSrn9GXN8bjgy45C6-L5ZDSe2x9g5S F9?Yp_fFK4Cg22 K3z3GgxlvSjoy8?D m -1-0-0 7-4-9 10-8-0 12-11-0 20-9-8 28-8-0 33-8-2 39-4-0 -0-0 7-41 3-3-7 2-3-0 7-10-8 7-10-8 5-0-2 5-7-14 Scale=1:70.2 8x14 MT20HS 5x6 = 10x12 = 6x8 = 5.00 12 4 5 20 621 7 3x4 3 3x4 19 822 m 5x12 =18 15 23 a 16 19 2 9 1 17 8x14 MT20HS1!EZ:_ I� IT 2x4 ST1.5x8 STP = 10x16 MT20HS = 14 13 12 11 10 4x12 = 2.50 12 4x6 II 5x12 = 5x8 — 4x6 = 2x4 II 12-11-0 7-4-9 10-9-8 10-1i-8 20-9-8 i 28-8-0 33-8-2 39-4-0 7d-9 3-4-15 0-10 7-10-8 7-10-8 -7-14 1-11-8 Plate Offsets(X,Y)-- [2:0-5-11,0-1-0],[4:1-0-0,0-3-4],[6:0-6-0,Edge],[7:0-4-0,0-2-2],[9:0-0-9,Edge],[13:0-5-4,0-2-8],[15:0-10-4,0-6-8],[16:0-7-4,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.54 14 >865 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -1.21 14 >386 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.49 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.72 14 >652 240 Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4:2x4 SP M 31,7-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 13-15,6-15,7-13 2-16,15-16:2x6 SP M 26,5-14:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 13-15,6-15:2x4 SP No.2 REACTIONS. (lb/size) 9=1750/Mechanical,2=1851/0-8-0 Max Horz 2=112(LC 12) Max Uplift 9=-573(LC 8),2=-655(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6732/4388,3-4=-6352/4108,4-5=-5959/3915,5-6=-7369/4777,6-7=-4043/2774, 7-8=-3478/2311,8-9=-4026/2655 BOT CHORD 2-17=-4009/6205,16-17=-4021/6225,15-16=-4466/7414,5-15=-587/1115, 13-14=-154/273,11-13=-1845/3141,10-11=-2366/3653,9-10=-2366/3653 WEBS 3-16=-328/431,4-16=-1425/2213,13-15=-2431/3996,6-15=-2029/3382,6-13=-1535/1162, 7-13=-688/1155,7-11=-207/468,8-11=-557/568,5-16=-1992/1335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 10-8-0,Exterior(2)10-8-0 to 19-1-13, Interior(1)19-1-13 to 28-8-0,Exterior(2)28-8-0 to 37-1-13,Interior(1)37-1-13 to 39-3-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Provide adequate drainage to prevent water ponding. electronically Signed and 4)All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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. Printed copies of this 7)Refer to girder(s)for truss to truss connections. document are not Considered 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) On an electronic 9=573,2=655. y copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933537 SYNERGY-BILTMORE A8 Hip 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:47 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-HThztK3ChHL9UT8xxOhj PVH5Xr?CR_2zOcOZnhy8?Dk -1-0-q 5-11-3 8-8-0 12-11-0 18-10-9 24-8-7 30-8-0 34-8-2 39-4-0 j-0-0 5-11-3 2-8-13 4-3-0 5-11-9 5-9-13 5-11-9 4-7-14 Scale=1:70.2 5x8 = 2x4 3x6 = 3x6 = 3x4 = 5x8 = 5.00 12 4 5 20 6 721 8 9 2x4 zz 22 2x4 19 3 10 2 18 17 16 11 Io r> qI 1 5x8 = 7x10 0 0 ST1.5x8 STP = 15 14 13 12 3x6 = 46 = 2x4 11 4x10 MT20HS = 5x6 = 3x4 = 2.50 12 8-11-0 12-11-0 18-10-9 24-8-7 30-8-0 39-4-0 8-11-0 4-0-0 5-11-9 5-9-13 5-11-9 8-8-0 Plate Offsets(X,Y)-- [2:0-4-12,Edge],[4:0-5-12,0-2-8],[9:0-5-12,0-2-8],[13:0-3-0,0-3-0],[14:04-8,0-2-0],[16:044,Edge],[17:0-3-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.39 16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.86 16 >540 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.33 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.51 16 >920 240 Weight:396 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SIP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. 5-15:2x4 SP No.3 WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 11=1750/Mechanical,2=1851/0-8-0 Max Horz 2=94(LC 12) Max Uplift 11=-602(LC 8),2=-685(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6484/4265,3-4=-6300/3976,4-5=-7702/4891,5-6=-7555/4811,6-8=4714/3112, 8-9=-4422/2992,9-1 0=-3588/2353,10-11=-3943/2652 BOT CHORD 2-17=-3872/5951,16-17=-3525/5965,5-16=-329/369,14-15=-146/262,13-14=-2697/4422, 12-13=-1932/3271,11-12=-2344/3586 WEBS 3-17=-110/368,4-17=-833/1396,4-16=-1302/1991,14-16=-2785/4642,6-16=-1807/2995, 6-14=-1385/960,8-14=-211/414,8-13=-648/521,9-13=-896/1430,9-12=-132/400, 10-12=-360/500 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. This Item has been 3)Unbalanced roof live loads have been considered for this design. electronically signed and 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., sealed by Velez, Joaquin, PE GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 8-8-0,Exterior(2)8-8-0 to 17-1-13, using a Digital Signature. Interior(1)17-1-13 to 30-8-0,Exterior(2)30-8-0 to 39-3-4 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this 5)Provide adequate drainage to prevent water ponding. document are not considered 6)All plates are MT20 plates unless otherwise indicated. signed and Sealed and the 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signature must be Verified 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. On any electronic Copies. 9)Refer to girder(s)for truss to truss connections. Joaquin Velez PE No.68182 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA,Inc.FL Cert 6634 capacity of bearing surface. 6904 Parke East Blvd.Tampa FL 33610 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) Date: 11=602,2=685. December 18,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933538 SYNERGY-BILTMORE A9 Hip Girder 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:52 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-eRUsw17KWpzSbE1 vkyHu6Z?vpsh26D5iYu5KTuy8?Df -1-0-q 4-2-14 , 7-0-0 , 10-2-2 , 12-11-0 , 15-11-10 , 21-3-2 , 26-6-11 31-10-3 39-4-0 -0-0 4-2-14 2-9-22-8-14 3-0-10 -3-9 5-3-9 7-5-13 Scale=1:70.5 NAILED NAILED NAILED NAILED NAILED NAILED 7x 2x4 II 5x8 = NAILED 5x8 = NAILED NAILED NAILED 5.00 12 Special cial NAILED NAILED NAILED NAILED NAILED NAILED 6x8 = 4 24 5 25 6 26 7 27 28 8 9 29 10 30 31 32 11 33 34 3512 36 13 U U U 00 H 41 U U U 00 U 1➢ 3 w M 2 21 u> r dI 1 22 37 38 39 N IY 23 ST1.5x8 STP = 2x4 6x12 MT20HS = 10x12 = 20 19 18 17 16 15 14 Special Special 40 41 42 43 44 45 46 47 48 49 50 51 2.50 12 5x8 = Special NAILED 7x10 = NAILED NAILED NAILED NAILED 7x10 = NAILED NAILED NAILED NAILED LUS24 3x8 NAILED NAILED NAILED NAILED 4-2-14 7-5-4 12-11-0 15-11-10 21-3-2 26-6-11 31-10-3 37-0-0 39-4-0 4-2-14 3-2-6 5-5-12 3-0-10 5-3-9 5-3-9 5-3-9 5-1-13 2-4-0 Plate Offsets(X,Y)-- [4:0-7-8,0-3-0],[7:0-3-8,0-2-8],[12:0-4-0,0-2-2],[17:0-5-0,0-4-8],[19:0-3-8,0-3-8],[21:0-5-0,0-5-4],[22:0-5-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.76 20 >610 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.15 20 >407 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.33 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:789 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, 4-9,9-12:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-22,21-22:2x6 SP M 26,6-20:2x4 SP No.2 WEBS 2x4 SP No.3*Except* 19-21,7-21:2x4 SP No.2 REACTIONS. (lb/size) 2=3601/0-8-0,14=3858/Mechanical Max Horz 2=149(LC 8) Max Uplift 2=-1665(LC 4),14=-1778(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-12944/6017,3-4=-15036/7132,4-5=-15595/7384,5-6=-22011/10210, 6-7=-21534/10001,7-8=-12662/5844,8-10=-12991/5943,10-11=-11462/5217, 11-12=-8167/3733,12-13=-3073/1406,13-14=-3847/1726 BOT CHORD 2-23=-5592/11887,22-23=-5701/12137,21-22=-9229/19535,6-21=-106/465, 19-20=-561/1174,18-19=-5910/12991,17-18=-5207/11501,16-17=-3697/8164, 15-16=-1337/2952 WEBS 3-23=-621/355,3-22=-1129/2379,4-22=-2521/5636,19-21=-5834/12771, 7-21=-4605/9827,7-19=-5369/2681,12-15=-2119/1050,13-15=-1747/3875, 5-22=-4463/2111,5-21=-1055/2795,12-16=-2693/5955,8-19=-411/116, 11-1 6=-2623/1443,8-18=-517/494,11-17=-1686/3745,10-18=-795/1689, 10-17=-1495/900 NOTES- This item has been 1)3-ply truss to be connected together with 1Od(0.131"xY)nails as follows: electronically signed and Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. sealed by Velez, Joaquin, PE Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. using a Digital Signature. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Printed copies of this ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. document are not considered 3)Unbalanced roof live loads have been considered for this design. signed and Sealed and the 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., signature must be verified GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. On any electronic Copies. 6)All plates are MT20 plates unless otherwise indicated. Joaquin Velez PE No.68182 7)All plates are 4x6 MT20 unless otherwise indicated. MiTek USA,Inc.FL Cert 6634 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610 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 Date: will fit between the bottom chord and any other members. December 18,2019 d tRew Gros for truss to truss connections. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933538 SYNERGY-BILTMORE A9 Hip Girder 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:52 2019 Page 2 ID:kDoExOCUktTSrn9GXN8bjgy45C6-eRUsw17KWpzSbE1 vkyHu6Z?vpsh26D5iYu5KTuy8?Df NOTES- 11) Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=1665,14=1778. 13) Use Simpson Strong-Tie LUS24(4-10d Girder,2-1 Od Truss,Single Ply Girder)or equivalent at 37-6-4 from the left end to connect truss(es)to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 16) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)111 lb down and 264 lb up at 7-0-0 on top chord,and 552 lb down and 278 lb up at 7-0-0,and 102 lb down and 23 lb up at 9-0-12,and 102 lb down and 23 lb up at 11-0-12 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:1-4=-70,4-12=-70,12-13=-70,2-22=-20,21-22=-20,14-20=-20 Concentrated Loads(lb) Vert:4=-60(B)9=-1 34(B)21=-63(B)6=-1 34(B)8=-134(B)18=-63(B)24=-116(B)25=-116(B)26=-134(B)27=-134(B)28=-134(B)29=-134(B)30=-134(B) 31=-1 34(B)32=-1 34(B)33=-1 34(B)34=-1 34(B)35=-1 34(B)36=41(B)37=-552(B)38=-81(B)39=-81(B)40=-63(B)41=-63(B)42=-63(B)43=-63(B)44=-63(B) 45=-63(B)46=-63(B)47=-63(B)48=-63(B)49=-63(B)50=-63(B)51=-340(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933539 SYNERGY-BILTMORE 131 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:53 2019 Page 1 I D:kDoExOCU ktTSrn9GXN8bjgy45C6-6d2 E8 N 8zH75J COc5Hfo7fmX3 U G2RriQrmYrt?Ly8?De 11-0-0, 6-9-3 12-10-10 19-0-0 ,20-4-0 26-8 4 33 4-0 9-0-0 6-9-3 6-1-6 6-1-6 1 4-0 6 4 4 6-7-12 Scale=1:60.7 4x6 = 4x6 5.00 12 6 7 3x4 3x4 5 8 18 3x6 17 VZ'>5x6 2x4 O q 3 16 0 2 N 1 o ST1.5x8 STP — 15 20 21 14 13 12 11 10 4x6 = 3x4 = 46 = 3x4 =3x4 = 5x6 = 3x6 II 9-9-14 19-0-0 20-4-0 26-8 4 33 4-0 9-9-14 9-2-2 1 4-0 6-4 4 6-7-12 Plate Offsets(X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.27 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.58 13-15 >674 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.24 13-15 >999 240 Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, BOT CHORD 2x4 SIP No.2*Except* except end verticals. 2-14:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 5-13,8-12 REACTIONS. (lb/size) 2=1578/0-8-0,10=1476/Mechanical Max Horz 2=272(LC 12) Max Uplift 2=-578(LC 12),10=-474(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3065/1853,3-5=-2716/1714,5-6=-1708/1238,6-7=-1496/1237,7-8=-1710/1269, 8-9=-1715/1134,9-10=-1409/1012 BOT CHORD 2-15=-1786/2728,13-15=-1412/2152,12-13=-836/1496,11-12=-930/1512 WEBS 3-15=-400/428,5-15=-222/624,5-13=-892/766,6-13=-298/483,7-12=-285/309, 8-11=-476/453,9-11=-967/1565 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 19-0-0,Exterior(2)19-0-0 to 28-9-13, Interior(1)28-9-13 to 33-2-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members,with BCDL=10.Opsf. electronically Signed and 6)Refer to girder(s)for truss to truss connections. sealed by Velez, Joaquin, PE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) using a Digital Signature. 2=578,10=474. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSI7TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933540 SYNERGY-BILTMORE B2 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:54 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-apccLj9b2REAgYBH rNJMB_4FWgMUaAJ??CaRXny8?Dd 1-0-0 6-1-3 11-6-10 17-0-0 22 4-0 27-8-4 33 4-0 -0-0 6-1-3 5-5-6 5-5-6 5-4-0 5-0-4 5-7-12 Scale=1:59.6 4x6 = 5.00 12 5x8 = 6 7 3x4 3x6 3x4 198 5 4 18 20 2x4 4x6 9 `O 3 17 0 _ 2 `" 1 o ST1.5x8 STP = 16 15 14 21 12 13 11 10 4x6 3x4 = 4x6 = 3x8 = 3x4 = 3x6 = 3x6 = 3x6 = 8-9-14 17-0-0 i 22_-0 27-8-4 33-4-0 8-9-14 8-2-2 5-4-0 5-7-12 Plate Offsets(X,Y)-- [7:0-5-12,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.13 2-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.35 14-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.17 14-16 >999 240 Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1578/0-8-0,10=1476/Mechanical Max Horz 2=255(LC 12) Max Uplift 2=-563(LC 12),10=-452(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3094/1979,3-5=-2790/1854,5-6=-1937/1446,6-7=-1721/1421,7-8=-1732/1311, 8-9=-1620/1115,9-10=-1424/1042 BOT CHORD 2-16=-1910/2759,14-16=-1581/2274,13-14=-913/1525,11-13=-930/1435 WEBS 3-16=-344/380,5-16=-194/529,5-14=-743/676,6-14=-183/403,7-14=-272/429, 8-11=-542/492,9-11=-994/1542 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 17-0-0,Exterior(2)17-0-0 to 30-9-13, Interior(1)30-9-13 to 33-2-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. This Item has been 6)Refer to girder(s)for truss to truss connections. electronically signed and 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) sealed by Velez, Joaquin, PE 2=563,10=452. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933541 SYNERGY-BILTMORE B3 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:56 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-WCjNmPArZ2Uu3rKgzn Lq H P9W6T2d26PIS W3Xcgy8?Db 1-0-0 7-9-14 15-0-0 19-8-0 24 4-0 28-8-4 33-4-0 0-0 7-9-14 7-2-2 4-8-0 4-8-0 4-4 4 4_,_;2 Scale=1:59.7 5x6 = 4x6 = 5.00 12 3x4 = 4 16 5 17 6 18 4x6 5x8 7 19 3 2x4 11 15 8 14 0 0 2 N 1 o ST1.5x8 STP = 13 12 11 20 21 10 9 4x6 2x4 11 4x6 =3x8 = 5x8 = 6x8 = 7-9-14 15-0-0 24-4-0 33-4-0 7-9-14 7-2-2 9-4-0 9-0-0 Plate Offsets(X,Y)-- [3:0-4-0,0-3-0],[4:0-3-0,0-2-4],[10:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.25 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.47 10-11 >836 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.18 2-13 >999 240 Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 3-11,7-9 REACTIONS. (lb/size) 9=1476/Mechanical,2=1578/0-8-0 Max Horz 2=238(LC 12) Max Uplift 9=-456(LC 8),2=-545(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3064/2048,3-4=-2198/1591,4-5=-1937/1579,5-6=-1567/1265,6-7=-1753/1313 BOT CHORD 2-13=-1960/2719,11-13=-1961/2714,10-11=-1250/1873,9-10=-903/1276 WEBS 3-13=0/314,3-11=-871/752,4-11=-232/472,5-10=-592/483,6-10=-235/388, 7-10=-82/463,7-9=-1748/1262 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 15-0-0,Exterior(2)15-0-0 to 23-5-13, Interior(1)23-5-13 to 24-4-0,Exterior(2)24-4-0 to 32-9-13,Interior(1)32-9-13 to 33-2-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. This Item has been 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) electronically signed and 9=456,2=545. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSI7TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933542 SYNERGY-BILTMORE B4 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:57 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-?OHIzIBTKMGlh?vsW Vs3pcihutPSnW3RhAp586y8?Da 1-0-0 6-9-14 13-0-0 19-8-0 26 4-0 33-4-0 -0-0 6-9-14 6-2-2 6-8-0 6-8-0 7-0-0 Scale=1:58.6 5x8 = 2x4 5x8 = 4 16 5 17 6 18 5.00 12 3x4 5x6 3 7 15 14 0ro 0 2 N 1 o ST1.5x8 STP = 13 12 11 10 9 8 4x6 2x4 II 3x4 = 3x6 = 3x8 = 5x6 = 3x6 II = 6-9-14i 13-0-0 19-8-0 26-4-0 33-4-0 6-9-14 6-2-2 6-8-0 6-8-0 7-0-0 Plate Offsets(X,Y)-- [4:0-5-12,0-2-8],[6:0-5-4,0-2-4],[7:0-2-12,0-2-0],[9:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.13 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.32 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.19 12 >999 240 Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 REACTIONS. (lb/size) 2=1578/0-8-0,8=1476/Mechanical Max Horz 2=221(LC 12) Max Uplift 2=-529(LC 8),8=-491(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3112/2102,3-4=-2396/1703,4-5=-2215/1716,5-6=-2215/1716,6-7=-1743/1228, 7-8=-1410/1081 BOT CHORD 2-13=-2018/2769,12-13=-2018/2769,10-12=-1427/2138,9-10=-986/1514 WEBS 3-13=0/272,3-12=-709/656,4-12=-209/485,4-10=-130/261,5-10=-525/506, 6-10=-627/968,6-9=-394/420,7-9=-983/1544 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 13-0-0,Exterior(2)13-0-0 to 21-5-13, Interior(1)21-5-13 to 26-4-0,Exterior(2)26-4-0 to 33-2-4 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 6)Refer to girder(s)for truss to truss connections. electronically signed and 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) sealed by Velez, Joaquin, PE 2=529,8=491. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933543 SYNERGY-BILTMORE B5 Roof Special 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:58 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-Tbr7B4C55fkcJ9U24COI MgEyH Hk7W 1 aawgYegYy8?DZ 1-0-0 5-9-14 11-0-0 16-9-5 22-6-11 28-4-0 30-5-8 33-4-0 0-0 5-9-14 5-2-2 5-9-5 5-9-5 5-9-5 2-1-8 2-10-8 Scale=1:59.7 4x6 = 3x4 = 3x6 = 3x4 = 4x6 = 4 5 6 7 8 2x4 2x4 5.00 12 4x6 --17 3x4 3 18 4 2 1 o ST1.5x8 STP = 15 14 13 12 11 10 4x6 — 2x4 II 5x8 = 3x4 = 4x6 = 5x8 = 3x6 II 5-9-14 11-0-0 19-8-0 28 4-0 30-5-8 33 4-0 5-9-14 5-2-2 8-8-0 8-8-0 2-1-8 2-10-8 Plate Offsets(X,Y)-- [14:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.15 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.42 13-14 >944 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.20 13-14 >999 240 Weight:180 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, BOT CHORD 2x4 SIP No.2 except end verticals. Except: WEBS 2x4 SIP No.3 4-2-0 oc bracing:8-9 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS. (lb/size) 10=1476/Mechanical,2=1578/0-8-0 Max Horz 2=204(LC 12) Max Uplift 10=-525(LC 8),2=-553(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3139/1991,3-4=-2593/1703,4-5=-2346/1663,5-7=-2543/1735,7-8=-1388/1050, 8-9=-1561/1047,9-10=-1439/1020 BOT CHORD 2-15=-1914/2798,14-15=-1914/2798,13-14=-1677/2649,11-13=-1490/2325 WEBS 3-14=-537/486,4-14=-298/617,5-14=-509/305,5-13=-216/259,7-13=-152/451, 7-11=-1244/802,8-11=-14/301,9-11=-931/1513 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 11-0-0,Exterior(2)11-0-0 to 16-9-5, Interior(1)16-9-5 to 28-4-0,Exterior(2)28-4-0 to 33-2-4 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 6)Refer to girder(s)for truss to truss connections. sealed by Velez, Joaquin, PE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Ot=lb) using a Digital Signature. 10=525,2=553. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSI7TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933544 SYNERGY-BILTMORE B6 Half Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:04:59 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-xnPVOQDjszsSwJ3FewvXu1 n68h34FQ3k9UIBD_y8?DY 1-0-0 4-9-14 9-0-0 15-1-14 21-2-0 27-2-2 33-4-0 -0-0 4-9-14 4-2-2 6-1-14 6-0-2 6-0-2 6-1-14 Scale=1:58.6 4x6 = 3x4 = 5x6 = 3x4 = 4x6 — 5.00 12 4 5 16 6 7 8 2x4 3 15 2 dI 1 0 ST1.5x8 STP = 14 13 12 11 10 9 4x6 = 3x8 4x6 —3x4 — 3x4 — 5x6 — 3x6 9-0-0 15-1-14 21-2-0 1-2-2 33-4-0 9-0-0 6-1-14 6-0-2 6-0-2 6-1-14 Plate Offsets(X,Y)-- [6:0-3-0,0-3-0],[10:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.20 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.47 11-12 >837 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.27 11-12 >999 240 Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS. (lb/size) 9=1476/Mechanical,2=1578/0-8-0 Max Horz 2=229(LC 12) Max Uplift 9=-605(LC 9),2=-575(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3090/2035,3-4=-2792/1745,4-5=-2549/1694,5-6=-3226/2093,6-7=-3015/1874, 7-8=-1988/1244,8-9=-1419/965 BOT CHORD 2-14=-2092/2773,12-14=-2093/3226,11-12=-1892/3035,10-11=-1244/1988 WEBS 3-14=-298/448,4-14=-332/703,5-14=-801/521,6-11=-526/478,7-11=-784/1215, 7-10=-1112/842,8-10=-1445/2314 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 9-0-0,Exterior(2)9-0-0 to 17-5-13, Interior(1)17-5-13 to 33-2-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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. This Item has been 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) electronically signed and 9=605,2=575. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933545 SYNERGY-BILTMORE B7 Half Hip Girder 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:01 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-tAXGp6E_Oa6AAcDdlLx?_SsQTUrOj IB 1 con I Hty8?D W 1-0-0 13-4-12 19-11-4 26-5-12 33-4-0 -0-0 13-4-12 6-6-8 6-6-8 6-10-4 Scale=1:60.5 6x12 MT20HS = NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 5.00 12 Special NAILED NAILED 5x8 =NAILED NAILED 3x4 = 410 MT20HS = 5x8 = NAILED 6x12 MT20HS = 3 14 15 4 16 17 18 19 5 20 6 21 7 22 23 24 8 d0 d0 Qll Qll k➢ k➢ k➢ Q➢ L➢ Q➢ 2 1 0 ST1.5x8 STP = 13 25 26 12 2728 29 30 11 31 32 33 10 34 35 36 9 4x10 MT20HS 6x8 NAILED NAILED 8x14 MT20HS = NAILED 5x8 = NAILED NAILED 8x12 = NAILED NAILED 3x8 MT20HS 11 Special NAILED NAILED NAILED NAILED NAILED Special 7-0-0i 13-4-12 19-11-4 26-5-12 33-4-0 7-0-0 6-4-12 6-6-8 6-6-8 6-10-4 Plate Offsets(X,Y)-- [2:0-4-5,0-1-15],[3:0-7-4,0-1-12],[4:0-3-8,0-2-8],[7:0-3-8,0-2-8],[8:Edge,0-2-12],[9:0-4-12,0-2-4],[10:0-5-4,Edge],[11:0-3-8,0-2-8],[12:0-7-0,0-4-8], [13:0-3-8,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.37 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.84 11-12 >469 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.54 11-12 >730 240 Weight:212 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, 1-3:2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. 9-10:2x6 SP No.2 WEBS 1 Row at midpt 8-10,4-13,7-11 WEBS 2x4 SP No.3*Except* 8-9:2x6 SP No.2,8-10,4-13,7-11,5-12:2x4 SP No.1 REACTIONS. (lb/size) 9=3249/Mechanical,2=2970/0-8-0 Max Horz 2=178(LC 8) Max Uplift 9=-1437(LC 5),2=-1290(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6734/2907,3-4=-6015/2691,4-5=-8965/3999,5-7=-8925/3960,7-8=-6041/2672, 8-9=-3015/1492 BOT CHORD 2-13=-2720/6109,12-13=-3999/8965,11-12=-3960/8925,10-11=-2672/6041 WEBS 3-13=-607/1881,8-10=-2814/6356,4-13=-3295/1435,7-10=-2148/1266,4-12=0/535, 7-1 1=-1401/3135,5-1 1=-901/680 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. This Item has been 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Ot=lb) Printed copies of this 9=1437,2=1290. document are not considered 9)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. signed and Sealed and the 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)243 lb down and 315 lb up at signature must be verified 7-0-0,and 168 lb down and 170 lb up at 33-1-4 on top chord,and 372 lb down and 141 lb up at 7-0-0,and 106 lb down at 33-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. On any electronic Copies. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 Continued on a e 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933545 SYNERGY-BILTMORE B7 Half Hip Girder 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:01 2019 Page 2 I D:kDoExOCUktTSrn9GXN8bjgy45C6-tAXGp6E_Oa6AAcDdlLx?_SsQTUrOj IB 1 con I Hty8?D W LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-8=-70,2-9=-20 Concentrated Loads(lb) Vert:3=-196(F)6=-134(F)8=-168(F)9=-73(F)13=-372(F)14=-134(F)15=-134(F)16=-134(F)17=-134(F)18=-134(F)19=-134(F)20=-134(F)21=-134(F) 22=-134(F)23=-134(F)24=-134(F)25=-63(F)26=-63(F)27=-63(F)28=-63(F)29=-63(F)30=-63(F)31=-63(F)32=-63(F)33=-63(F)34=-63(F)35=-63(F)36=-63(F) A WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933546 SYNERGY-BILTMORE C1 Common Girder 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:02 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-LM5e1 SFc9uE1 nmogJ2SEWgPatu9bSn1ArSWSpJy8?DV 1-0-0 7-0-12 10-0-0 12-11 4 16-0-8 20-0-0 1-0-0 7-0-12 2-11-4 2-11 4 3-1-4 3-11-8 Scale=1:35.3 8x141vT20HS 11 4 3x8 75'� 4x6 5.00 12 5 3 3x6 6 7 2 �' Io a 11 12 10 13 9 14 8 15 16 c ST1.5x8 STP = HTU26 HTU26 ST1.5x8 STP = 3x6 11 10x16 MT20HS = 6x8 = 3x8 I I 410 MT20HS 6x12 MT20HS HTU26 HTU26 HTU26 HTU26 HTU26 7-0-12 10-0-0 12-11-4 16-0-8 20-0-0 7-0-12 2-11-4 2-11 4 3-1-4 3-11-8 Plate Offsets(X,Y)-- [2:0-4-5,0-1-15],[7:0-5-6,Edge],[9:0-3-8,0-4-0],[11:0-4-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.16 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.36 9-10 >647 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.21 10-11 >999 240 Weight:223 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. 4-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3*Except* 4-10:2x4 SP No.2 REACTIONS. (lb/size) 7=8187/0-8-0,2=5618/0-8-0 Max Horz 2=106(LC 27) Max Uplift 7=-2930(LC 9),2=-2236(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-13119/5168,3-4=-10357/4031,4-5=-10340/4022,5-6=-13118/4912, 6-7=-15708/5698 BOT CHORD 2-11=-4735/11956,10-11=-4735/11956,9-10=-4407/12085,8-9=-5164/14339, 7-8=-5164/14339 WEBS 4-10=-2988/7676,5-10=-3589/1258,5-9=-1089/3394,3-10=-3419/1608,3-11=-1386/3273, 6-9=-2551/851,6-8=-644/2232 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. This Item has been 3)Unbalanced roof live loads have been considered for this design. electronically signed and 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., sealed by Velez, Joaquin, PE GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 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. Printed copies of this 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 document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) signature must be verified 7=2930,2=2236. 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,20-10dx1 1/2 Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to on any electronic copies. back face of bottom chord. Joaquin Velez PE No.68182 10) Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. MiTek USA,Inc.FL Cert 6634 starting at 9-0-12 from the left end to 19-0-12 to connect truss(es)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 11) Fill all nail holes where hanger is in contact with lumber. Date: December 18,2019 Q6 f►4t 6W e!�andard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933546 SYNERGY-BILTMORE C1 Common Girder 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:02 2019 Page 2 ID:kDoExOCUktTSrn9GXN8bjgy45C6-LM5e1 SFc9uE1 nmogJ2SEWgPatu9bSn1ArSWspJy8?DV LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-7=-70,2-7=-20 Concentrated Loads(lb) Vert:9=-1456(B)11=-3229(B)12=-1456(B)13=-1456(B)14=-1456(B)15=-1456(B)16=-1457(B) A WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933547 SYNERGY-BILTMORE C2 Hip 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:03 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-pYfOEoGEwCMuPwNOtmzT3tyg61 WABNtJ36GPM my8?DU 1-0-0 5-10-1 9-0-0 11-0-0 14-1-15 20-0-0 1-0-0 5-10-1 3-1-15 2-0-0 3-1-15 5-10-1 Scale=1:35.8 5x6 = Sx6 = 4 5 5.00 12 2x4 II 12 2x4 II 3 6 11 v 7 2 �1 I� e c 10 9 8 e e ST1.5x8 STP = 3x4 3x6 = 3x4 ST1.5x8 STP = = = 4x6 = 4x6 = 5-10-1 14-1-15 20-0-0 5-10-1 8-3-15 5-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.12 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.27 8-10 >860 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.09 7-8 >999 240 Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. 4-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=867/0-8-0,2=971/0-8-0 Max Horz 2=95(LC 12) Max Uplift 7=-292(LC 13),2=-345(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1680/1155,3-4=-1633/1341,4-5=-1088/942,5-6=-1656/1322,6-7=-1698/1148 BOT CHORD 2-10=-967/1462,8-10=-638/1088,7-8=-933/1482 WEBS 3-10=-321/449,4-10=-510/628,5-8=-543/657,6-8=-334/467 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 9-0-0,Exterior(2)9-0-0 to 19-8-0 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 7=292,2=345. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933548 SYNERGY-BILTMORE C3 Hip Girder 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:04 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-HICOR8HshVU114yCRTUib5UycigYwpnTlm?yuCy8?DT -1-0-0 7-0-0 13-0-0 20-0-0 1-0-0 7-0-0 6-0-0 7-0-0 Scale=1:36.4 Special 5x8 = Special NAILED NAILED 5x8 = 3 9 10 4 5.00 12 m rh 2 5 �' Io r B 8 11 7 12 6 e Q ST1.5x8 STP = 2x4 NAILED 4x6 = 3x4 = ST1.5x8 STP = 3x6 = Special NAILED Special 3x6 = 7-0-0 13-0-0 20-0-0 7-0-0 6-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-0-6,Edge],[3:0-5-4,0-2-4],[4:0-5-0,0-2-4],[5:0-0-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 6-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.25 6-8 >945 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.14 5-6 >999 240 Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=1631/0-8-0,2=1736/0-8-0 Max Horz 2=79(LC 27) Max Uplift 5=-715(LC 9),2=-768(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3478/1508,3-4=-3141/1459,4-5=-3492/1514 BOT CHORD 2-8=-1344/3097,6-8=-1346/3126,5-6=-1314/3112 WEBS 3-8=-46/718,4-6=-59/721 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 5=715,2=768. 7)"NAILED"indicates 3-1 Od(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)243 lb down and 315 lb up at This item has been 7-0-0,and 243 lb down and 315 lb up at 13-0-0 on top chord,and 372 lb down and 141 lb up at 7-0-0,and 372 lb down and 141 lb electronically signed and up at 12-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. sealed by Velez, Joaquin, PE 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 document are not considered Uniform Loads(plf) signed and sealed and the Vert:1-3=-70,3-4=-70,4-5=-70,2-5=-20 signature must be verified Concentrated Loads(lb) Vert:3=-196(F)4=-196(F)8=-372(F)6=-372(F)9=-134(F)10=-134(F)11=-63(F)12=-63(F) on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSI7TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933549 SYNERGY-BILTMORE CA Corner Jack 10 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:05 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-mxmnfU H USpcceEWO_AOx811 G96LUfKJcXQI WQey8?DS -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:6.5 3 i 5.00 12 2 o 0 i o i Y 0 1 �� A0 4 0° Qo Qo 2x4 =ST1.5x8 STP = 1-0-0 1-0-0 Plate Offsets(X,Y)-- [2:0-1-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-16/Mechanical,2=168/0-8-0,4=9/Mechanical Max Horz 2=45(LC 8) Max Uplift 3=-16(LC 1),2=-118(LC 8) Max Grav 3=27(LC 8),2=168(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 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=118. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933550 SYNERGY-BILTMORE CJ2 Corner Jack 2 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:06 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-E7K9sgl6D6kTG05bYuXAhWaR1 VhjOnZmm4U3y5y8?DR -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:6.5 3 i 5.00 12 2 n Gb O � O 4 0 Io O A° 2.50 12 Qo �o 3x4 =ST1.5x8 STP = Plate Offsets(X,Y)-- [2:0-2-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 2-0-0 oc bracing. REACTIONS. (lb/size) 3=-16/Mechanical,2=168/0-8-0,4=9/Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-16(LC 1),2=-113(LC 8) Max Grav 3=21(LC 8),2=168(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 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=113. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933551 SYNERGY-BILTMORE CJ3 Corner Jack 6 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:06 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-E7K9sq 16D6kTG05bYuXAh WaQgVggOnZmm4U3y5y8?DR 1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:10.8 3 5.00 12 n 0 2 N 1 4 3x4 = $T1.5x8 STP = 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=65/Mechanical,2=240/0-8-0,4=26/Mechanical Max Horz 2=88(LC 12) Max Uplift 3=-64(LC 12),2=-122(LC 8) Max Grav 3=65(LC 1),2=240(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 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=122. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933552 SYNERGY-BILTMORE CJ4 Corner Jack 2 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:07 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-iJuX49Jl_QsKuXgn6b2PDj6afvOu7Eov_jEdVXy8?DQ 1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:10.8 3 5.00 12 M O 2 N 4 1 0 p991111 Qo � 2.50 12 3x4 ST1.5x8 STP = Plate Offsets(X,Y)-- [2:0-2-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=65/Mechanical,2=240/0-8-0,4=26/Mechanical Max Horz 2=89(LC 12) Max Uplift 3=-66(LC 12),2=-120(LC 8) Max Grav 3=65(LC 1),2=240(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 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=120. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933553 SYNERGY-BILTMORE CJ5 Corner Jack 5 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:08 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-AWSvHVKN Ik_BVhFzgJZemxffQJ I Fsh23DN_A1 zy8?DP -1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:15.8 3 5.00 12 O N O N 2 1 4 0 Q^ 3x8 = ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=146/Mechanical,2=319/0-8-0,4=46/Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-127(LC 12),2=-127(LC 8) Max Grav 3=146(LC 1),2=319(LC 1),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 3=127,2=127. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933554 SYNERGY-BILTMORE CJ6 Corner Jack 2 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:09 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-eiOHVrK?W 1727rgAD04tl8Cq?jeTb81CS 1jjZPy8?DO 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:16.5 3 5.00 12 u; 0 0 N 2 O 1 0 4° 4° 2.50 12 4° 5x6 ST1.5x8 STP = Plate Offsets(X,Y)-- [2:0-4-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=146/Mechanical,2=319/0-8-0,4=46/Mechanical Max Horz 2=135(LC 12) Max Uplift 3=-129(LC 12),2=-126(LC 8) Max Grav 3=146(LC 1),2=319(LC 1),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 3=129,2=126. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933555 SYNERGY-BILTMORE CJ51 Corner Jack 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:08 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-AWSvHVKN Ik_BVhFzgJZemxfevJ I Fsh23DN_A1 zy8?DP 5-0-0 5-0-0 Scale=1:15.8 2 5.00 12 N O N O N 1 3 4° 2x4 = ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets(X,Y)-- [1:0-1-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.03 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 1 **** 240 Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=207/0-8-0,2=1 61/Mechanical,3=46/Mechanical Max Horz 1=116(LC 12) Max Uplift 1=-59(LC 12),2=-135(LC 12) Max Grav 1=207(LC 1),2=161(LC 1),3=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 2=135. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933556 SYNERGY-BILTMORE D1 Hip Girder 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:10 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-6uafiBLdGLFvl?PM nkb6rMkwL7uH KN ILghTH5sy8?DN 1-0-0 4-5-0 7-2-0 10-9-0 15-2-0 1-0-0 4-5-0 2-9-0 3-7-0 4-5-0 Scale=1:27.9 6x12 MT20HS = 2x4 11 8x14 MT20HS 3 4 5.00 12 5 N N 6 a 2 � Io 9 8 10 7 11 12 E ST1.5x8 STP = 2x4 I I 7x10 = HHUS26-2 4x12 11 HTU26 HTU26 ST1.5x8 STP = 3x12 MT20HS i HGUS26-3 HTU26 6x12 MT20HS 4-5-0 7-2-0i 10-9-0 15-2-0 4-5-0 2-9-0 3-7-0 4-5-0 Plate Offsets(X,Y)-- [2:0-3-0,0-1-8],[3:0-7-12,0-2-0],[5:0-11-8,0-3-0],[6:0-5-6,Edge],[8:04-12,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.15 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.33 7-8 >528 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.19 7-8 >893 240 Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins. 3-5:2x6 SP No.2,5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 94-10 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3*Except* 3-8:2x4 SP No.2 REACTIONS. (lb/size) 6=7681/0-8-0,2=4472/0-8-0 Max Horz 2=58(LC 31) Max Uplift 6=-2785(LC 5),2=-1807(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-10381/4142,34=-15533/6260,4-5=-15534/6260,5-6=-15343/5749 BOT CHORD 2-9=-3762/9484,8-9=-3767/9490,7-8=-5115/13678,6-7=-5245/14074 WEBS 3-8=-2889/7225,5-8=-1197/2139,5-7=-1572/4790 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 5)Provide adequate drainage to prevent water ponding. electronically Signed and 6)All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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. Printed copies of this 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) document are not considered 6=2785,2=1807. signed and sealed and the 10) Use Simpson Strong-Tie HGUS26-3(20-10d Girder,8-10d Truss)or equivalent at 7-2-4 from the left end to connect truss(es)to signature must be verified front face of bottom chord. 11) Use Simpson Strong-Tie HHUS26-2(14-1Od Girder,4-1Od Truss)or equivalent at 8-9-8 from the left end to connect truss(es)to on any electronic copies. front face of bottom chord. Joaquin Velez PE No.68182 12) Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. MiTek USA,Inc.FL Cert 6634 starting at 10-8-12 from the left end to 13-8-12 to connect truss(es)to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 13) Fill all nail holes where hanger is in contact with lumber. Date: December 18,2019 Q6 f►4t 6W eMandard A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933556 SYNERGY-BILTMORE D1 Hip Girder 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:10 2019 Page 2 ID:kDoExOCUktTSrn9GXN8bjgy45C6-6uafiBLdGLFvl?PM nkb6rMkwL7uH KN ILghTH5sy8?DN LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-5=-70,5-6=-70,2-6=-20 Concentrated Loads(lb) Vert:8=-3830(F)7=-1730(F)10=-1730(F)11=-1730(F)12=-1730(F) AWARNING-Verily,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933557 SYNERGY-BILTMORE D2 Hip Girder 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:11 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-a582vXM F1 fNIM9_YLR6LOZHDrW Ij3_xVvLCgely8?DM 1-0-0 3-0-0 7-7-0 12-2-0 15-2-0 16-2-0 1-0-0 3-0-0 4-7-0 4-7-0 3-0-0 1-0-0 Scale=1:28.3 Special NAILED NAILED Special 5x8 = 5.00 12 NAILED 2x4 II NAILED 5x8 = 3 11 12 4 13 14 5 2 6 r � Io 5• g 10 15 16 9 17 18 8 ST1.5x8 STIR = 2x4 11 NAILED 3x8 — NAILED 2x4 11 ST1.5x8 STP = 3x4 = Special NAILED NAILED Special 3x4 = 3-0-0 7-7-0 12-2-0 15-2-0 3-0-0 4-7-0 4-7-0 3-0-0 Plate Offsets(X,Y)-- [3:0-5-12,0-2-8],[5:0-5-12,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.10 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.15 9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=780/0-8-0,6=780/0-8-0 Max Horz 2=-35(LC 13) Max Uplift 2=-364(LC 4),6=-364(LC 5) Max Grav 2=781(LC 19),6=781(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1329/572,3-4=-1958/918,4-5=-1958/918,5-6=-1329/571 BOT CHORD 2-10=-459/1164,9-10=-454/1175,8-9=-468/1175,6-8=-473/1164 WEBS 3-9=-425/818,4-9=-348/288,5-9=-424/818 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=364,6=364. 7)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. This Item has been 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down and 102 lb up at electronically signed and 3-0-0,and 150 lb down and 102 lb up at 12-2-0 on top chord,and 40 lb down at 3-0-0,and 40 lb down at 12-1-4 on bottom chord. sealed by Velez, Joaquin, PE The design/selection of such connection device(s)is the responsibility of others. using a Digital Signature. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Printed copies of this LOAD CASE(S) Standard document are not considered 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signed and sealed and the Uniform Loads(pif) signature must be verified Vert:1-3=-70,3-5=-70,5-7=-70,2-6=-20 Concentrated Loads(lb) on any electronic copies. Vert:3=-2(B)5=-2(B)10=-16(B)8=-16(B)15=-6(B)16=-6(B)17=-6(B)18=-6(B) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933558 SYNERGY-BILTMORE EJ3 Jack-Open 6 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:12 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-2HhQ7tNtoyVc_JZlv9eawngRKwj3oV2e8?yNAky8?DL 1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:10.8 3 5.00 12 n 0 2 N 1 4 Q°o Qo Q° 3x4 = 71.5x8 STP = 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=65/Mechanical,2=240/0-8-0,4=26/Mechanical Max Horz 2=88(LC 12) Max Uplift 3=-64(LC 12),2=-122(LC 8) Max Grav 3=65(LC 1),2=240(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 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=122. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933559 SYNERGY-BILTMORE EJ7 Jack-Open 31 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:13 2019 Page 1 I D:kDoExOCU ktTSrn9GXN8bjgy45C6-XTFoKDOVZGdTcS8xSs9pT_MQkKwjXy IoNfhxi By8?D K 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale=1:21.1 5.00 12 5 o J o A N 2 1 0" 3x8 = 4 ST1.5x8 STP — 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.08 2-4 >970 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.21 2-4 >383 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.15 2-4 >531 240 Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=204/Mechanical,2=405/0-8-0,4=83/Mechanical Max Horz 2=181(LC 12) Max Uplift 3=-161(LC 12),2=-143(LC 12) Max Grav 3=204(LC 1),2=405(LC 1),4=127(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 3=161,2=143. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933560 SYNERGY-BILTMORE EJ71 Jack-Open 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:14 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-?gpAYZ08KaIKEci7OZg2?CvfFkH EGNdxbJ RU Fdy8?DJ 1-0-0 6-5-0 7-0-0 1-0-0 6-5-0 0-7-0 46 — Scale=1:21.3 3 q 5.00 12 7 N 00 W A N 2 1 0° 6 d° d• ST1.5x8 STP = 3x6 115 3x8 = 3-8-2 6-5-0 7-0-0 3-8-2 2-8-14 0-7-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.08 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.22 2-6 >369 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.19 2-6 >427 240 Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 4=-73/Mechanical,2=405/0-8-0,5=360/Mechanical Max Horz 2=169(LC 12) Max Uplift 4=-73(LC 1),2=-147(LC 12),5=-256(LC 12) Max Grav 4=118(LC 12),2=405(LC 1),5=360(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-353/626 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 6-5-0,Exterior(2)6-5-0 to 6-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=147,5=256. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933561 SYNERGY-BILTMORE EJ72 Jack-Open 3 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:14 2019 Page 1 ID:kDoExOCUktTSrn9GXN8bjgy45C6-?gpAYZ08KaIKEci7OZg2?CvcXkJ FGPXxbJRUFdy8?DJ 1 0 0 7-0-0 1-0-0 7-0-0 3 Scale=1:21.3 5.00 12 5 r 0 0 N M 2 1 �. 6. 2.50 12 5x6 ST1.5x8 STP = Plate Offsets(X,Y)-- [2:0-6-7,0-1-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.07 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.06 2-4 >999 240 Weight:30 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=186/Mechanical,2=405/0-8-0,4=1 01/Mechanical Max Horz 2=181(LC 12) Max Uplift 3=-150(LC 12),2=-143(LC 12),4=-3(LC 12) Max Grav 3=186(LC 1),2=405(LC 1),4=142(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 3=150,2=143. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933562 SYNERGY-BILTMORE HJ3 Diagonal Hip Girder 2 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:15 2019 Page 1 I D:kDoExOCU ktTSrn9GXN8bjgy45C6-TsN YIvPm5ttB rm H Ka H B HYPSvP8jO?sn 5gzA2 n 3y8?D I -1-5-0 4-2-3 1-5-0 4-2-3 Scale=1:10,8 3 3.54 12 NAILED 5 NAILED 2 1 6 4 NAILED NAILED 2x4 4-2-3 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=75/Mechanical,2=255/0-10-15,4=38/Mechanical Max Horz 2=102(LC 22) Max Uplift 3=-58(LC 8),2=-147(LC 4) Max Grav 3=81(LC 35),2=255(LC 1),4=76(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=147. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,2-4=-20 This item has been Concentrated Loads(lb) electronically signed and Vert:5=98(F=49,B=49) sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933563 SYNERGY-BILTMORE HJ7 Diagonal Hip Girder 3 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:16 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-x2xxzEQOsB?2TwsW8_iW5d_3oX_OkDm E3dwbJVy8?DH -1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 Scale=1:21.4 4 NAILED NAILED 3.54 12 10 NAILED 3x4 NAILED 3 9 N V O A NAILED N NAILED 8 2 rJ 1 6° 11 12 7 13 6 NAILED NAILED NAILED 2x4 11 5 3x4 = NAILED NAILED NAILED 3x6 = 5-2-9 9-10-1 5-2-9 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.03 6-7 >999 240 Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 4=161/Mechanical,2=510/0-10-15,6=338/Mechanical Max Horz 2=195(LC 4) Max Uplift 4=-136(LC 4),2=-232(LC 4),6=-125(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-870/324 BOT CHORD 2-7=-413/808,6-7=-413/808 WEBS 3-7=0/260,3-6=-856/438 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 4=136,2=232,6=125. 6)"NAILED"indicates 3-1 Od(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard This item has been 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 electronically signed and Uniform Loads(plf) sealed by Velez, Joaquin, PE Vert:1-4=-70,2-5=-20 using a Digital Signature. Concentrated Loads(lb) copies of this co Vert:8=98(F=49,B=49)10=-95(F=-47,B=-47)13=-36(F=-18,B=-18) Pr p document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933564 SYNERGY-BILTMORE HJ71 Diagonal Hip Girder 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:17 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-PFVJAaROdV7v54RihiDldgXD 1 xLaTkaN IHf8ryy8?DG 1-5-0 5-3-1 7-7-6 9-10-1 1-5-0 5-3-1 2-4-6 2-2-10 Scale=1:21.7 5 NAILED Iv NAILED 2x4 o 3.54 12 4 NAILED 2x4 O NAILED 3 7 6 10 N NAILED 0 NAILED N 3x6 9 NAILED 46 = `b 2 <n NAILED 2x4 II NAILED 1 N 6 NAILED AILED o° 6° o° NAILED 1.77 12 5-3-1 9-10-1 5-3-1 4-7-0 Plate Offsets(X,Y)-- [7:Edge,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.07 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.15 8 >729 240 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.09 8 >999 240 Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins. BOT CHORD 2x6 SIP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 5=1/Mechanical,2=508/0-9-13,7=499/Mechanical Max Horz 2=195(LC 22) Max Uplift 5=-76(LC 22),2=-234(LC 4),7=-227(LC 8) Max Grav 5=12(LC 18),2=508(LC 1),7=499(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-874/397,3-4=-800/425 BOT CHORD 2-8=-474/799,7-8=-484/815 WEBS 4-7=-832/495 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 2=234,7=227. This item has been 7)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. electronically Signed and 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). sealed by Velez, Joaquin, PE LOAD CASE(S) Standard using a Digital Signature. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Printed copies of this Uniform Loads(pif) document are not considered Vert:1-5=-70,2-6=-20 signed and sealed and the Concentrated Loads(lb) signature must be verified Vert:4=-95(F=-47,B=-47)9=98(F=49,B=49)13=-36(F=-18,B=-18) on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933565 SYNERGY-BILTMORE V1 Valley 2 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:18 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-tR3hNwReOoFmi EOuFPk_A23W W LnECDXXWxPiOOy8?DF 2-0-0 2-0-0 Scale=1:6.9 5.00 12 2 1 v cr 0 3 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=56/1-11-6,2=44/1-11-6,3=12/1-11-6 Max Horz 1=30(LC 12) Max Uplift 1=-17(LC 12),2=-36(LC 12) Max Grav 1=56(LC 1),2=44(LC 1),3=25(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933566 SYNERGY-BILTMORE V2 Valley 2 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:19 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-Ldc3bGSG96NdKN b5p7GDiFcd Ul5yxgnglb8Fwgy8?DE 4-0-0 4-0-0 Scale=1:11.1 2 2x4 I I 5.00 12 Ci v a 0 3 2x4 2x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=139/3-11-6,3=139/3-11-6 Max Horz 1=73(LC 12) Max Uplift 1=-43(LC 12),3=-73(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933567 SYNERGY-BILTMORE V3 Valley 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:19 2019 Page 1 I D:kDoExOCU ktTSrn9GXN8bjgy45C6-Ldc3 bGS G 96 Nd KN b5p7G Di FcV FI?Hxg ng I b8 Fwgy8?D E 6-0-0 6-0-0 2x4 Scale=1:16.4 2 5.00 12 1 v a 0 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SIP No.3 except end verticals. WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=229/5-11-6,3=229/5-11-6 Max Horz 1=119(LC 12) Max Uplift 1=-70(LC 12),3=-120(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-204/332 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 3=120. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T18933568 SYNERGY-BILTMORE V4 Valley 1 1 Job Reference(optional) Builders First Source, Plant City,FL-32566, 8.240 s Dec 6 2019 MiTek Industries,Inc. Tue Dec 17 17:05:20 2019 Page 1 I D:kDoExOCUktTSrn9GXN8bjgy45C6-pgARocTuwQVUyXAHNgnSFT9kX90jg7Oq_FupSHy8?DD 5-0-3 5-0-3 2x4 11 Scale=1:14.3 2 5.00 12 1 v a 0 3 2x4 2x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=185/4-11-9,3=185/4-11-9 Max Horz 1=96(LC 12) Max Uplift 1=-57(LC 12),3=-97(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-167/274 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2019 A WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 -v y' �G m 'C N 'fl �' C m o ° m C m za r m = 3 � (P p ID O 9 N O N CD ZD N M j N n N 7 =•N O 60 Z 7 Z 3° N CDa �a1p v 0. ��6 N �s_�.., wd• ,,, N CQ .LOON 'fj ooac�'nCDON 7NNQ Q= yOcd CD � Nm � 41n3 NOS � 7c � ° off ° D °a , CDN3 co Noa_C� 3o mN N Z cQ ° ON7� NT. 0 NC..6 •6 nG N 7 39� p.4° ° 7 DN. N 7 �•N Q@ N OCD N• O-N NO O ID ?< Q1O3O .«tD (D �G O ° ° NC O N fi Qn •;3 t N S.n° N O n 6 Z 3. N. � � (D N 3 NO W 73�ID 'O 0 (ND @O(D C�.= �. O �f+ B N CD c007 y � C -5. 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