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HomeMy WebLinkAboutTRUSSIItltltl• Iti� Lumber design.values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. STME ZZANNED MiTek® By At hide County RE: 1159591 - MiTek USA, Inc. • Site Information: 6904 Parke East Blvd. Customer Info: PIA -Joey Alkire Project Name: 1159591 Model: Slay Residence Tampa, FL 33610-4115 Lot/Block: .. Subdivision: .. ,Address: 120 Berger Road City: Fort Pierce State: Florida 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 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date I No. I Seal# I Truss Name I Date 1 T12933192 1 CJ01 1/11/18 118 IT12933209IT10 1/11/18 12 1T129331931 CJ02 11/11/18 119 IT12933210 1 T11 11/11/18 13 1T129331941CJ03 11/11/18 120 IT12933211 IT12 11/11/18 14 I T12933195 I EJ01 11/11/18 121 I T12933212 I T13 11/11/18 15 I T12933196 I EJ02 11/11/18 122 I T12933213 I T14 11/11/18 16 I T12933197 I HC612 11/11/18 123 I T12933214 I T15 11/11/18 17 I T12933198 I HJ01 11/11/18 124 I T12933215 I T16 11/11/18 18 1T129331991 HJ02 11/11/18 125 1T129332161 V01 11/11/18 1 19 I T12933200 I T01 11/11/18 126 I T12933217 I V02 11/11/18 1 110 I T12933201 I T02 11/11/18 127 I T12933218 I V03 11/11/18 11 I T12933202 I T03 11/11/18 128 I T12933219 1 VO4 11/11/18 11.2 I T12933203 I T04 11/11/18 129 I T12933220 1 V05 11/11/18 13 I T12933204 I T05 11/11/18 130 I T12933221 I V06 11/11/18 14 I T12933205 I T06 11/11/18 131 I T12933222 I V07 11/11/18 115 I T12933206 I T07 11/11/18 132 I T12933223 I V08 11/11/18 116 I T12933207 I T08 11/11/18 133 I T12933224 I V09 11/11/18 117 I T12933208 I T09 11/11/18 134 I T12933225 I V10 11/11/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. p,E.L f S rj�j�9 ���. ,Z%%%�G. v\ G E N No 536 :1 STATE OF : t4/Z do N z Michael S. Magid PE No.63681 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2018 Magid, Michael 1 of 2 RE: 1159591 - Site Information: Customer Info: PIA -Joey Alkire Project Name: 1159591 Model: Slay Residence Lot/Block: .. Subdivision: .. Address: 120 Berger Road City: Fort Pierce State: Florida No. Seal# Truss Name Date 35 IT12933226IVll 1 /11 /18 2of2 rr L* Job Truss Truss Type City Ply T12933192 1159591 CJ01 Jack -Open 16 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:54:45 2018 Page 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-8hV7AA1 cSalOKNRdMRObopY?65JaVDKp2RyXEXzwTX8 -2-0-0 1-0-0 2-0-0 1-0-0 Scale =1:9.5 LOADING (psf) SPACING- 2-0-0 CSI.• DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS, (lb/size) 3=-26/Mechanical, 2=254/0-8-0, 4= 47/Mechanical Max Harz 2=66(LC 12) Max Uplift 3= 26(LC 1), 2_ 160(LC 12), 4= 47(LC 1) Max Grav 3=33(LC 8), 2=254(LC 1), 4=49(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1)iNind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3), This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=160. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEKREFERANCE PAGEMIM7473 rev. igR13/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bradng MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Atexandda. VA 22314, Tampa, FL 33610 r.r sy Job Truss Truss Type Qty Ply T12933193 1159591 CJ02 Jack -Open 16 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MI I ek Industries, Inc. Thu Jan 11 08:54:462018 Page 1 I D:goybrYXGmOmCiAOf PdJ3Vlyottb-cu3VOW 2EDuutxXOpw8XgK14AsVeiEgZyG5h4mzzwTx7 -2-0-0 3-0-0 2-0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >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/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=253/0-8-0, 4=20/Mechanical Max Horz 2=116(LC 12) Max Uplift 3=-51(LC 12), 2=-127(LC 12) Max Grav 3=52(LC 1), 2=253(LC 1), 4=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 13lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTI & (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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 Qt=lb) 2=127. 6) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/03,2015 BEFORE USE. ° Design valid for use only with MITek® connectors. this design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12933194 1159591 CJ03 Jack -Open 8 1 Job Reference (optional) Builders FirstSource, Plant City, FL33566 2-0-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:54:46 2018 Page 1 ID:goybrYXGmOmCiAOfPdJ3Vlyottb-cu3VOW 2EDuutxXOpw8Xq K14ASVbH EgZyG5h4mzzwTx7 Scale = 1:19.5 Plate Offsets (X Y)-- [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 4-7 >951 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=108/Mechanical, 2=313/0-8-0, 4=53/Mechanical Max Harz 2=167(LC 12) Max Uplift 3=-104(LC 12), 2=-140(LC 12), 4= 3(LC 12) Max Grav 3=108(LC 1), 2=313(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=104,2=140. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL,33610 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev, 10103,2015 BEFORE USE. Design valid for use only with MITek61 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �v a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Te k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I 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 22,114. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12933195 1159591 EJ01 Jack -Partial 24 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Thu Jan 11 08:54:47 2018 Page 1 ID:goybrYXGmOmCiAOfPdJ3Vlyottb-44dtbs2s_BOkZhb?Us23tEdFgvrRz7p6VIRdJPzwTx6 2-0-0 7-0-0 2-0-0 7-0-0 i Plate Offsets (X,Y)-- LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.18 4-7 >472 360 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.21 4-7 . >394 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2- REACTIONS. (lb/size) 3=162/Mechanical, 2=380/0-8-0, 4=79/Mechanical Max Horz 2=219(LC 12) Max Uplift 3=-156(LC 12), 2=-159(LC 12), 4=-6(LC 12) Max Grav 3=162(LC 1), 2=380(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1/2°=1' PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD • Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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 !nail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=156, 2=159. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MMIEK REFERANCE PAGE MI1-7473 rev. 10/03,2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �A � l ek• IVIT 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T12933196 1159591 EJ02 Jack -Partial 19 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Thu Jan 11 08:54:48 2018 Page 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-YGBGoC3Ul V8bBrAC2ZZIOSAV LJ12ia3FkOABrszwTx5 -2-0-0 4-10-8 2-0-0 4-10-8 Scale = 1:19.2 ' 4-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-7 >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 FBC20171TP12014 Matrix -MP Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=104/Mechanical, 2=309/0-3-8, 4=51/Mechanical Max Harz 2=164(LC 12) Michael S. Magid PE No. 53681 Max Uplift 3= 101(LC 12), 2=-139(LC 12), 4= 2(LC 12) MITek USA, Inc. FL Cert 6634 Max Grav 3=104(LC 1), 2=309(LC 1), 4=84(LC 3 ) Tama Parke East Blvd. Tampa FL 33610 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wdnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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) • INS truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=10112=139. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MiTEIVREFERANCE PAGE MII-7473 rev. 1010312016 BEFORE USE. ° Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and buss systems, seeANSI/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 33610 Job Truss Truss Type Qty Ply T12933197 1159591 HC612 RAFTER TRUSS 34 1 Job Reference (optional) uuuaers t-irstsource, viam city, rL xlaba I D:hPhM51zDOEUwm4bCOFYMrJyz9d7-1 TleOY46W pGSo?kObH4XyfijnihAR1 JPz2wkNlzwTx4 ATE FIT IED ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 1-2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.01 1-2 >999 240 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a Code FBC2017/TP12014 Matrix-P Scale = 1:9.0 PLATES GRIP Weight: 4 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=68/Mechanical, 2=68/Mechanical Max Harz 1=46(LC 8) Max Uplift 1=-46(LC 8), 2=-62(LC 8) Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Carl 6634 FORCES. (lb) -Max.Comp./Max. /Max. Ten. -All forces 250 (lb) or less except when shown. Tamp Parke East Blvd. ( ) P• ( ) P Tampa FL 33610 NOTES- (5) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DQL=1.60 plate grip DOL=1.60 2) N/A 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll--7473 rev. 10103I2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wek' 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, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12933198 1159591 HJ01 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 t3.13u s 3ep 15 2u1 / MI I eK mauslries, Inc. I nu uan i 1 uts:b4:bu zu1 is rage i ID:goybrYXGmOmCiAOfPdJ3Vlyottb-VfJODt51G60JQ8Ja9_cmVtFoi6vRATsYBifHvkzwTx3 -2-9-15 4-7-0 9-10-1 2-9-15 4-7-0 5-3-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1-25 TC 0.70 TCDL 7.0 Lumber DOL 1.25 BC 0.57 BCLL 0.0 Rep Stress Incr NO WB 0.11 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=166/Mechanical; 2=463/0-10-15, 5=237/Mechanical Max Harz 2=253(LC 22) Max Uplift 4=-154(LC 4), 2=-309(LC 4), 5=-108(LC 8) Max Grav 4=166(LC 1), 2=463(LC 1), 5=250(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-770/273 BOT CHORD 2-7=-355/576, 6-7= 355/576 WEBS 3-7=-92/491, 3-6=-687/424 Scale: 1/2"=V It o , DEFL. in (loc) I/deft L/d PLATES GRIP Vett(LL) 0.24 6-7 >487 360 MT20 244/190 Vert(CT) -0.33 6-7 >357 240 Horz(CT) 0.00 5 Na n/a Weight: 41 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 Ib uplift at joint(s) except Qt=lb) 4=154, 2=309, 5=108. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 Ib down and 103 Ib up at 1-4-15, 103 Ib down and 103 Ib up at 1-4-15, 101 Ib down and 44 Ib up at 4-2-15, 101 Ib down and 44 Ib up at 4-2-15, and 64 Ib down and 106lb up at 7-0-14, and 64 Ib down and 106 Ib up at 7-0-14 on top chord, and 45 Ib down and 75 Ib up at 1-4-15, 45 Ib down and 75 Ib up at 1-4-15, 35 Ib down and 2 Ib up at 4-2-15, 35 Ib down and 2 Ib up at 4-2-15, and 50 Ib down and 17 Ib up at 7-0-14, and 50 Ib down and 17lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 6=-49(F=-25, B=-25) 11=49(F=24, B=24) 13=-63(F=-31, B=-31) 14=70(F=35, B=35) 15=4(F=2, B=2) Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED UTI EKREFERANCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSi/TPI l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i 1 1 Job Truss Truss Type Qly Ply T12933199 1159591 HJ02 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirstSource, Plant Glty, I-L 33566 a.i su s aep t o zu r r mu r ea uruusu rem, a ic. Mu OW r r vo.ov.o r cv i o rayo i I D:goybrYXGmOmCiAOfPdJ3Vlyottb-zrtORD6N1 QW A21 unjh7? 14o3aW G1 vxphQMPrSBzwTx2 -2-9-15 6-10-0 2-9-15 6-10-0 Scale = 1:18.7 6-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.31 Vert(LL) -0.22 4-7 >369 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.25 4-7 >320 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FB02017/TPI2014 Matrix -MP Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=137/Mechanical, 2=339/0-4-9, 4=54/Mechanical Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 Max Horz 2=199 LC 22 ( ) 6904 Parke East Blvd. Max Uplift 3=-115(LC 8), 2=-253(LC 4) Tampa FL 33610 Max Grav 3=137(LC 1), 2=339(LC 1), 4=104(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) V1 nd: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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=115, 2=253. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 103 lb up at 1-4-15, 103 lb down and 103 lb up at 1-4-15, and 101 lb down and 44 lb up at 4-2-15, and 101 lb down and 44 lb up at 4-2-15 on top chord, and 45 lb down and 75 lb up at 1-4-15, 45 lb down and 75 lb up at 1-4-15, and 35 lb down and 2 lb up at 4-2-15, and 35 lb down and 2 lb up at 4-2-15 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5= 20 Concentrated Loads (lb) Vert: 8=49(F=24, B=24) 10=70(F=35, B=35) 11=4(F=2, B=2) ® WARNING - Ver1fy design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M*7473 rev. 1010312016 BEFORE USE. ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply T12933200 1159591 T01 Hip Girder 2 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Thu Jan 11 08:54:55 2018 Page 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-rc6vGb9t5fObXwCYyXBxCwyfl7aXrejHL_N2byzwTx_ -2-0-0 7-0-0 12-6-14 18-0-0 23-5-2 29-0-0 36-0-0 38-0-0 2-0-0 7-0-0 5-6-14 5-5-2 5-5-2 5-6-14 7-0-0 2-0.0 6.00 12 Scale=1:65.4 2x4 11 5x6 = 3x8 = 3x6 = 3x6 = 5x6 = 3 18 19 4 20 21 22 5 6 23 724 25 26 8 4x6 4x6 v= Vy 4x6 = 4x6 5x8 = 5x8 = 2x4 I LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD .2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=2733/0-8-0, 9=2734/0-8-0 Max Horz 2=-92(LC 25) Max Uplift 2= 1586(LC 8), 9=-1586(LC 9) 5x8 = 18-0-0 23-5-2 29-0-0 36-0-0 5.5.2 5-5-2 5-6-14 7-0-0 01[9:0-3-14 0-1-13] CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.65 Vert(LL) 0.38 14 >999 360 MT20 244/190 BC 0.64 Vert(CT) -0.48 14 >890 240 WB 0.45 Horz(CT) 0.11 9 n/a n/a Matrix-SH Weight: 412lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -,All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5197/3132, 3-4=-4608/2868, 4-5=-7300/4536, 5-7=-7300/4536, 7-8=-4609/2869, 8-9=-5198/3133 BOT CHORD 2-17— 2729/4533, 15-17=-4075/6676, 14-15— 4075/6676, 13-14=-4040/6678, 11 -1 3=-4040/6678, 9-11= 2674/4534 WEBS 3-17=-941/1779, 4-17=-2506/1630, 4-15=-29/457, 4-14=-472/758, 5-14=-559/512, _ 7-14=-470/756, 7-13=-29/457, 7-11 =-2507/163 1, 8-11=-941/1780 NOTES- (10) 1) 2-ply truss to be connected together with 1 Od (0.131"&') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as.follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (13), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.opsf; h=18ft; Cat. II; Exp C; Encl.,' GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1586, 9=1586. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 Ito down and 317 lb up at 7-0-0, 108 lb down and 158 lb up at 9-0-12, 108 lb down and 158 lb up at 11-0-12, 108 lb down and 158 lb up at 13-0-12, 108 lb down and 158 lb up at 15-0-12, 108 Ito down and 158 lb up at 17-0-12, 108 lb down and 158 lb up at 18-11-4, 108 Ito down and 158 lb up at 20-11-4, 108 lb down and 158 lb up at 22-11-4, 108 lb down and 158 lb up at 24-11-4, and 108 lb down and 158 lb up at 26-11-4, and 244 lb down and 317 lb up at 29-0-0 on top chord, and 286 lb down and 162 lb up at 7-0-0, 83 lb down and 26 lb up at 9-0-12, 83 lb down and 26 lb up at 11-0-12, 83 lb down and 26 lb up at 13-0-12, 83 lb down and 26 lb up at 15-0-12, 83 lb down and 26 lb up at 17-0-12, 83 lb down and 26 lb up at 18-11-4, 83 lb down and 26 lb up at 20-11-4, 83 lb down and 26 lb up at 22-11-4, 83 Ito down and 26 lb up at 24-11-4, and 83 lb down and 26 lb up at 26-11-4, and 286 lb down and 162 lb up at 28-11-4 on bottom chord. The design/selection of such connection devices) is_the resoonsibility of others m 0 m m 014 6 Michael S. Magid PE No. 53681 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 Bracing Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply _ T12933200 1159591 T01 Hip Girder 2 2 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 a. i 3a s OUP i o 26 1 i Will en a ruuzai tea, a— 11 w oau HL_ayo I D:goybrYXGmOmCiAOfPdJ3Vlyottb-rc6vGb9t5fobXwCYyXBxCwyfl7aXrejN2byzwTx_ 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9— 20 Concentrated Loads (lb) Vert: 3= 197(B) 6=-108(B) 8=-197(B) 17=-267(B) 11 =-267(B) 18_ 108(B) 19= 108(B)20=-108(B)21=-108(B)22=-108(B)23=-108(B)24=-108(B) 25= 108(B) 26=-108(B) 27=-59(B) 28=-59(B) 29=-59(B) 30=-59(B)31=-59(B)32=-59(B)33= 59(B) 34= 59(B) 35=-59(B) 36= 59(B) ® WARNING -Verily desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTeW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricaflom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TP1I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12933201 1169591 T02 Hip 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:54:56 2018 Page 1 ID:goybrYXGmOmCiAOfPdJ3Vlyottb-JpgHUx9Vsy8S83nkW FiAk8VmdX_ca_wRae6c6OzwTwz 2-0-0 5.8-9 9-0-0 13-11.8 22-0-8 27-0-0 30-3-7 36-0-0 38-0-0 2-0-0 5-8-9 3-3-7 4-11-8 8-1-0 4-11-8 3-3-7 5-8-9 2 6x8 = 2x4 11 2x4 11 5x8 = 6x8 6 7 8 6.00112 2x4 O 3 2x4 9 Scale = 1:65.4 m 0 v 10 m 01 11 14 11 1.5x8 STP = 17 16 15 14 13 12 1.5x8 STP = 4x6 i 4x6 = 5x8 . 4x6 = 4x6 = 5x8 4x6 = 4x6 9-0-0 13-11-8 22-0-8 27-0-0 36-0-0 9-0-0 4-11-8 8-1-0 4-11-8 9-0-0 Plate Offsets (X,Y)--[2:0-4-6,0-1-91,[4:0-5-4,0-2-81,[8:0-5-4,0-2-81,[10:0-4-6,0-1-91 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.39 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO W B 0.90 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 217lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. 4-7: 2x6 SP M 26, 7-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 Michael S. Magid PE No. 53681 REACTIONS. (lb/size) 2=1685/0-8-0, 10=1685/0-8-0 MiTek USA, Inc. FL Cert 6634 Max Horz 2=-112(LC 10) 6904 Parke East Blvd. Tampa FL 33610 Max Uplift 2=-666(LC 9), 10-666(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP: CHORD 2-3— 2920/2517, 3-4=-2727/2398, 4-5=-3341/3014, 5-6— 3340/3013, 6-8=-3341/3014, 8-9=-2727/2398, 9-10=-2920/2517 BOT CHORD 2-17— 1984/2526, 15-17=-1733/2400, 14-15=-2581/3340, 12-14=-1766/2401, 10-12=-2028/2526 WE fIS 3-17=-166/338, 4-17=-114/251, 4-15=-1153/1415, 5-15=-457/517, 6-14=-458/518, 8-14-1152/1414, 8-12— 114/252, 9-12-165/337 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=666, 10=666. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11= 54, 2-15— 20, 14-15=-80, 10-14= 20 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI1--7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire ° 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, seeANS1/TPl I 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 33610 Job Truss Truss Type Qty, Ply T12933202 1159591 T03 Hip 2 1 Job Reference (optional) tsuuaers rirsraource, rsanr t uy, rL 0000o r , , , ,.,, , _. ..._ ... _-•- .--. -- . _ . I D:goybrYXGmOmCiAOfPdJ3Vlyottb-o? EfhHA8dGGJmDMw3yEPH L2yZxLVJXTaols9ec -2-0.0 7-5-13 11-0-0 13-11-8 22-0-8 25-0-0 28-6-3 36-0-0 38-0-0 -0-0 7-5-13 3-6-3 2-11-8 8-1-0 2-11-8 3-6-3 7-5-13 2-0-0 Scale=1:65.4 6x8 = 2x4 11 2x4 11 6x8 = 4 5 6 7 4x6 i 46 = 5x8 = 4x6 = 4x6 = 6x8 = 4x6 = 46 22-0-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 0.85 BC 0.36 WB 0.57 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid 0.26 13-14 >999 360 -0.33 13-14 >999 240 0.06 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. 4-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 REACTIONS. (lb/size) 2=1685/0-8-0, 9=1685/0-8-0 6904 Parke East Blvd. Max Horz 2=133(LC 11) Tampa FL 33610 Max Uplift 2=-684(LC 12), 9=-684(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP -CHORD 2-3— 2901/2462, 3-4= 2838/2699, 4-5= 2728/2553, 5-6= 2726/2551, 6-7=-2728/2553, 7-8=-2838/2699, 8-9=-2901/2461 BOT CHORD 2-16= 1896/2494, 14-16=-1648/2277, 13-14= 2038/2726, 11-13— 1663/2277, 9-11 =- 1942/2494 WEBS 3-16= 255/500, 4-16— 513/440, 4-14=-846/1127, 5-14=-497/509, 6-13=-497/510, 7-13= 846/1127, 7-11— 513/440, 8-11=-255/500 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=684,9=684. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 54, 4-7=-54, 7-10= 54, 2-14=-20, 13-14=-80, 9-13=-20 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MR•EK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing tali iTe k' prevent Is always required for stabiilty 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, seeANSI/TPI1 Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety information available from Truss Plate Instltute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply T12933203 1159591 T04 Hip 2 1 Job Reference (optional) builders mrsrzjource, viani city, t-L JJbbb 0. 1 o0 J —P I — I 1 -11 6n i00au wa, oa. I D:goybrYXGmOmCiAOfPdJ3Vlyottb-kOMQ6yC09tW 1?XVJBNGtMm 2.0-0 7-5-13 13-0-0 1 -11 8 22.0-8 3-0- 28.6-3 36-0-0 2-0-0 7-5-13 5-6-3 -11- 8-1-0 -11- 5-6-3 7-5-13 3x6 11 4x10 MT20HS % 4x10 MT20HS 6.00 12 3x6 II ' ZZ 5 6 7 8 m 0 0 5x6 = 2x4 11 5x8 = 4x6 = 4x6 = 5x8 = 2x4 11 5x6 = Scale = 1:66.6 m 0 m m 2 Iq 0 7-5-13 13.11-8 22-0-8 28-6-3 36-0-0 7-5-13 ' 6-5.11 8.1-0 6-5-11 7-5-13 Plate Offsets (X Y)-- [2:0-3-8 0-0-1] [5:0-4-1 0-2-9] [6:0-4-4 0-1-8] [7:0-4-4 0-1-8] [8:0-4-1 0-2-91 [11:0-3-8 0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.43 15-16 - >988 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.55 15-16 >778 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 207lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 Except' 5-8: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1685/0-8-0, 11=1685/0-8-0 Max Horz 2=152(LC 11) Max Uplift 2= 705(LC 12), 11=-705(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOR CHORD 2-3=-2897/2488, 3-5=-2484/2269, 5-6= 2179/2134, 6-7=-2179/2134, 7-8=-2179/2134, 8-10=-2484/2269, 10-11=-2897/2488 BOT CHORD 2-18=-1917/2487, 16-18=-1917/2487, 15-16=-1541/2179, 13-15=-1964/2487, 11-13=-1964/2487 WEBS 6-16=-461/717, 7-15=-461/716, 3-16= 467/491, 10-15=-467/491 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=705, 11 =705. 8) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-54, 5-8=-54, 8-12=-54, 2-16= 20, 15-16= 80, 11-15= 20 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd, Tampa FL 33610 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. ' Design -valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire W prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22,114. Job Truss Truss Type city Piy T12933204 1159591 T05 Hip 1 1 Job Reference (optional) umaers rirsrbource, rianc airy, rL as300 � �r ,, ,.,,, �,.... ........ ..— ..,., -_., .. __.____ -- _ I D:goybrYXGmOmCiAOf PdJ3Vlyottb-CavoKICOwBeudh4Vl4n6v_fUZ8MxW stOUG4pF9 _o_n_n zF_1A 13_11-R 15-0-0 18-0-0 21-0-0 22-0-8 28-6-3 , 36-0-0 38-0-I 7-5-13 ' 6-5-11 1-0-8 3.0-0 3x6 = 6.00 12 3x4 i 2x4 11 3x6 = 3x4 6 7 8 4x6 i 2x4 11 410 MT20HS = 4x6 = 2x4 11 46 4x6 = 4xt 0 MT20HS = 7-5-13 7-5-13 Scale = 1:66.2 3I4 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TPI2014 CSI. TC 0.81 BC 0.37 WB 0.59 Matrix-SH DEFL. in (loc) I/dell Lid Vert(LL) -0.29 17-19 >999 360 Vert(CT) -0.39 17 >999 240 Horz(CT) 0.06 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 213lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins. 1-4,10-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-9 WEBS 2x4 SP No.3 'Except` Michael S. Magid PE No. 53681 5-9: 2x4 SP No.2 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 REACTIONS. (lb/size) 2=1685/0-8-0, 12=1685/0-8-0 Max Horz 2=175(LC 11) Max Uplift 2= 725(LC 12), 12=-725(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2912/2532, 3-5=-2458/2272, 5-6=-551/528, 6-7=-505/481, 7-8=-505/481, 8-9=-551/528, 9-11= 2458/2272, 11-12— 2912/2532 BOT CHORD 2-19= 1966/2510, 17-19=-1966/2510, 16-17=-1506/2122, 14-16=-2013/2510, 12-14=-2013/2510 WEBS 3-17= 582/588, 5-17= 518/784, 9-16=-518/784, 11-16=-582/588, 5-20= 1676/1706, 9-20=-1676/1706 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=725, 12=725. 8) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-8=-54, 8-13=-54, 2-17=-20, 16-17= 80, 12-16=-20 © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is io buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12933205 1159591 T06 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:65:01 2018 Page 1 ID;goybrYXGmOmCiAOfPdJ3Vlyottb-gmTAXeDehVmlFrfilol LRBCggYcmFEpAJwgNnczwTwu 19.0.0 -2.0.1 7-5-13 13.11-8 , 17-0-0 18-0-Q 22.0-8 27-10-0 , 2-0-0 7-5-13 6-5-11 3-0-8 1-0-0 1-o-0 3-0-8 5-9-8 3x4 = 2x4 11 3x4 = 6.00 52 6 7 8 Scale = 1:59.2 4x6 2x4 11 7x10 WB= 6x8 = 1.5x8 STP= 3x4 = 3x6 I I 7-5-13 13-11-8 22-0-8 27-10-0 7-5-13 6-5-11 8-1-0 5-9-8 Plate Offsets (X Y)-- [2:0-4-6 0-1-9] [6:0-2-0 0-2-8] [8:0-2-0 0-2-8],[11:0-4-8,0-1-8],[12:0-3-8,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25, TO 0.71 Vert(LL) 0.70 13-15 >470 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.88 13-15 >375 240 BOLL 0.0 Rep Stress incr NO WB 0.93 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Except` TOP CHORD 6-8: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 `Except` JOINTS 3-13,5-9: 2x4 SP No.2, 10-12: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1321/0-8-0, 11=1331/0-6-0 Max Horz 2=336(LC 12) Max Uplift 2=-599(LC 12), 11=-536(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2228/1907, 3-5=-1441/1333, 5-6=-295/319, 6-7=-247/345, 7-8=-247/345, 8-9= 362/378, 9-1 0=-1 370/1280, 10-11= 1576/1497 BOT CHORD 2-15— 1869/1914, 13-15=-1869/1914, 12-13=-1059/1227 WEBS 3-15=-193/439, 3-13— 868/939, 5-13=-186/453, 9-12=-52/282, 10-12=-1333/1567, 5-16=-1015/1069,9-16= 1015/1069 Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 16 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (Jt=lb) 2=599, 11=536. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-8= 54, 8-1O= 54, 2-13=-20, 12-13=-80, 11-12=-20 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERA14CE PAGE MII-7473 rev. 10/03/2015 BEFORE USE ° Design valid for use only with MrfekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job. Truss Truss Type Qty Ply T12933206 1159591 T07 Common 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 Mi I eK Industries, Inc. I nu Jan 11 08:55:02 2018 Page 1 I D:goybrYXGmOmCiAOf PdJ3Vlyottb-8zl YI_EGSovcs_EusVpa_PIgayw7_hwJyaZwJ2zwTwt 2-0-0 7-5-13 13-11-8 18-0-0 22-0-8 27-10-0 2-0-0 7-5.13 6-5-11 4-0-8 4-0-8 5-9.8 of 4x6 i i 2x4 II 7x10 WB= 7-5-13 13-11-8 3x4 = 4x6 = 6x8 = 1.5x8 STP = 3x6 11 m T Scale = 1:60.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.73 11-13 >449 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.90 11-13 >364 240 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except" TOP CHORD 4-6: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* JOINTS 3-11,5-7: 2x4 SP No.2, 8-10: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1321/0-8-0, 9=1331/0-6-0 Max Horz 2=345(LC 12) Max Uplift 2=-603(LC 12), 9=-550(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2228/1917, 3-5=-1440/1340, 5-6=-265/292, 6-7=-324/341, 7-8= 1401/1294, 8-9=-1599/1514 BOf CHORD 2-13— 1877/1944, 11-13_ 1877/1944, 10-11— 1070/1256 WEBS 3-13— 204/446, 3-11= 860/934, 5-11=-163/432, 7-10=-44/308, 8-10= 1347/1603, 5-14=-1034/1124, 7-14=-1034/1124 Structural wood sheathing directly applied or 3-10-11 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 14 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl.; GCpf=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=603, 9=550. 6) 'This manufactured product is designed as an individual building component. The sultability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-8_ 54, 2-11_ 20, 10-11=-80, 9-10=-20 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. fa1=015 BEFORE USE. ` Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Cllterla, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312,'Alexandrla, VA 22314. Job Truss Truss Type Qty Ply T12933207 1159591 T08 Common 9 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 OB:55:03 2018 Page 1 I D:goybrYXGmOmCiAOf PdJ3Vlyottb-c9bxyKFuD61 TU8p4QDKpW cH_FLGGj81 SBEJ UsUzwTws 7-5-13 13-11-8 18-0-0 22-0-8 27-6-8 27,1p-0 7-5-13 6-5-11 4-0-B 4-0-8 5-6-0 0-3-8 1.5x8 STP= 3x8 i 6.00 12 12 10 2x4 II 7x10 WB= 3x4 = 4x6 = 8-1-0 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 2 i.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.74 10-12 >445 360 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.91 10-12 >361 240 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.t *Except* TOP CHORD 3-5: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* JOINTS 2-10,4-6: 2x4 SP No.2, 7-9: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=1190/0-8-0, 8=1337/0-6-0 Max Harz 1=302(LC 12) Max Uplift 1=-523(LC 12), 8=-554(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2271/1978, 2-4=-1448/1352, 4-5= 267/295, 5-6=-328/346, 6-7=-1407/1304, 7-8=-1605/1525 BOT CHORD 1-1 2=-1 93311971, 10-12=-1933/1971, 9-10— 1080/1260 WEBS 4-1 0=-1 73/435, 2-10= 898/988, 2-12= 248/454, 6-9= 44/309, 7-9_ 1359/1609, 4-13=-1035/1128, 6-13=-1035/1128 m N 7 8 1.5x8 STP= 3x6 II Scale=1:58.6 PLATES GRIP MT20 244/190 Weight: 178 lb FT = 20% Structural wood sheathing directly applied or 3-10-4 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 13 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 1=523, 8=554. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5= 54, 5-7=-54, 1-10=-20, 9-10=-80, 8-9=-20 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10103,2015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MiTe W Is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, seeANSI/TPIt Quality Criteria, DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ I ype ty y T12933208 1159591 T09 Common 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.130 s Oct 7 2017 MiTek Industries, Inc. Thu Jan 11 13:48:16 2018 Page 1 ID:goybrYXGmOmCiAOfPdJ3Vlyottb-SP7aQw1 Ut8hXwxBpW4iAzyKJiO3Zonj6smSQVxzwQW D 4-4-0 7-7-9 13-11-8 18-0-0 22-0.8 27-6-8 27i1Q•0 43-3-9 6-3-15 4-0-8 4-0-8 5-6-0 0- -8 3x1 l o FASTEN TRUSS TO BEARING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OFTHE BEARING. 13 1.5x8 STP= 6x8 = 4x6 = 6.00 F12 " 11 46 = 3x4 = 10 3x4 = 9 1.5x8 STP= 3x6 11 Scale=1:68.7 4-4-0 19-7-8 8-1-0 5-9-9 ' Plate Offsets (X Y)-- (1:0-0-11 Edqel f9'0-4-8 0-1-81 f 13:0-3-8 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.73 Vett(LL) 0.22 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.28 10-11 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-7-12 oc purlins, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 14 3-13: 2x4 SP M 31, 5-7: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=-533/Mechanical, 13=2048/0-8-0, 9=1032/0-6-0 Max Horz 13=302(LC 12) Max Uplift 1=-702(LC 23), 13=-1190(LC 12), 9=-474(LC 13) Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 Max Grav 1=478(LC 12), 13=2181(LC 19), 9=1053(LC 20) 6904 Parke East Blvd. Tampa FL 33610 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 1507/1806, 2-3= 1354/1805, 3-5— 1029/874, 5-6=-275/290, 6-7=-286/300, 7-8=-948/867, 8-9=-1109/1041 BOT CHORD 1-13=-1571/1431, 11-13=-298/320, 10-11= 672/804 WEBS 2-13=-182/307, 5-11= 56/258, 3-11= 438/805, 3-13=-2398/2118, 8-10=-822/1004, 5-14=-667/744, 7-14=-667/744 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 1, 1190 lb uplift at joint 13 and 474 lb uplift at joint 9. 8) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSIJTPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-8=-54, 1-11=-20, 10-11= 80, 9-10=-20 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE M11--7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and buss systems, seeANSI/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 33610 Job Truss Truss Type Qty y T12933209 1159591 T10 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Oct 7 2017 MiTek industries, Inc. Thu Jan 11 13:50:32 2018 Page 1 I D:goybrYXGmOmCiAOtPdJ3Viyottb-TaL?yQgotxpEErayUe83TezYGrU Lf IY78wOcG2zwQU5 19-0-0 4-4-0 7-7-9 13-11.8 17-0-0 18.0•Q 22-0-8 i 27.10.0 , 4-4-0 3-3-9 6-3-15 3-0-B 1-0-o 1-0-0 5-9-8 3x12 m i 0 3x4 = 2x4 11 6.00 12 3x4 = 6 7 8 Scale=1:57.1 m _o 6 C? v FASTEN TRUSS TO BEARING FOR THE 4x6 = GRAVITY UPLIFT REACTION SHOWN 1.&0 STP = 3x4 = 3x4 1.Sx8 STP = = WHILE PERMITTING NO UPWARD 6x8 = 3x6 II MOVEMENT OF THE BEARING. 4-4-0 13-11-8 22-0-8 27-10-0' 4-4-0 9-7-8 8-1.0 5-9-8 Plate Offsets (X Y)-- f1:0-0-11 Edqel f6:0-2-0 0-2-81 f8.0-2-0 0-2-81 f11:0-4-4 0-1-81 f15:0-3-8 0-4-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.22 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.28 12-13 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix-SH Weight: 180lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-7-11 oc purlins, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2x4 SP No.3 `Except` JOINTS i Brace at Jt(s): 16 3-15: 2x4 SP M 31, 5-9: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=-533/Mechanical, 15=2048/0-8-0, 11=1032/0-6-0 Max Horz 15=293(LC 12) Michael S. Magid PE No. 53681 Max Uplift 1=-708(LC 23), 15= 1170(LC 12), 11=-466(LC 13) MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Max Grav 1=465(LC 12), 15=2190(LC 23), 11=1035(LC 20) Tampa FL 33610 v FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 1-2=-1501/1820, 2-3=-1349/1819, 3-5= 1003/867, 5-6=-299/312, 6-7=-220/314, 7-8=-220/314, 8-9= 309/322, 9-10— 937/860, 10-11=-1093/1035 BOT CHORD 1-1 5=-1 584/1426, 13-15= 298/319, 12-13= 664/799 WEBS 2-15=-181/305, 3-15— 2359/2110, 3-13=-429/785, 10-12= 811/995, 5-16=-663/705, 9-16=-663/705 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will tit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 708 lb uplift at joint 1, 1170 lb uplift at joint 15 and 466 lb uplift at joint 11. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-54, 6-8=-54, 8-10=-54, 1-13= 20, 12-13_ 80, 11-12=-20 ® WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE MIP7473 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, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 o fuss fuss ype ty y T12933210 1159591 T11 Hip 1 1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 e.130 s vcr r 2017 1A i en nmusmn�, I D:goybrYXGmOmCiAOfPdJ3Viyottb-k5mNoufjggxBNozOSO4_jim_PnI1 OvUxsj BR EzwOQE 4-4.0 7-7-9 13-11-8 15-0-q 18-0-0 21-0-0 22-0-8 27-10-0 4-4-0 3 3-9 6.3-15 1-0-8 3-0-0 3-0-0 1-0-8 5-9-8 6.00 12 3x4 = 2x4 13x6 = 5x6 3x4 i FASTEN TRUSS TO BEARING FOR THE ' •oxa a 1 r — axv — GRAVITY UPLIFT REACTION SHOWN 6x8 = WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. Scale=1:51.g —P= 3x6 11 27-10-0 0 v Plate Offsets (X,Y)— LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 (1'0-0-11 Edgel 16:0-2-0 0-2-81 (8:0-3-0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 0-2-01 111:0-4-4 0-1-81 CS1. TC 0.73 BC 0.80 WB 0.69 Matrix-SH Ilb:U-3-8 U-4-81 DEFL. in (loc) I/defl Ud Vert(LL) 0.22 12-13 >999 360 Vert(CT) -0.28 12-13 >999 240 Horz(CT) 0.01 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 178 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-7-11 oc puffins, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 5-9 3-15: 2x4 SP M 31, 5-9: 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=-540/Mechanical, 15=2056/0-8-0, 11=1031/0-6-0 Max Horz 15=274(LC 12) Michael S. Magid PE No. 53681 Max Uplift 1=-684(LC 23), 15=-1100(LC 12), 11=-441(LC 13) MiTek USA, Inc. FL Cart 6634 Max Grav 1=416(LC 12), 15=2188(LC 23), 11=1031(LC 1) 6904 Parke East Blvd. Tampa FL 33610 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1501/1769, 2-3=-1349/1769, 3-5=-955/652, 5-6=-411/346, 6-7=-372/294, 7-8=-372/294, 8-9=-435/355, 9-10=-935/847, 10-11= 1092/1020 BOT CHORD 1-1 5=-1 539/1426, 13-15= 289/273, 12-13=-651/797 WEBS 2-15=-181/306, 3-15= 2358/2097, 3-13=-424/765, 10-12=-795/992, 5-16=-640/630, 9-16=-640/630 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 684 lb uplift at joint 1, 1100 lb uplift at joint 15 and 441 lb uplift at joint 11. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=-54, 6-8=-54, 8-10= 54, 1-13=-20, 12-13=-80, 11-12— 20 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component not � a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/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 33610 Job Truss Truss Type Oty Ply T12933211 1159591 T12 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MI I ek Industries, Inc. Thu Jan 11 08:5b:UB zuw Page 1 ID:goybrYXGmOmCiAOfPdJ3Vlyottb-z7Op?1J1 leflavh2Dmw_Dg?rUM_z00?CKW1 EXizwTwn 4-12-8 12-2-0 19.5-8 24-4-0 4-10-8 7-3-8 7-3-8 4-10-8 6x8 = 2x4 11 6x8 = 6.00 12 2 10 11 12 3 13 14 15 4 0 Scale = 1:40.3 16 17 8 18 19 20 21 22- 23 24 5x6 = 3x8 II 4x6 = 4x12 3x8 II 5x6 = 4-10.8 12-2-0 19-5-8 24-4-0 4-10-8 7-3-8 7-3-8 4-10-8 Plate Offsets (X Y)-- [1:0-3-4 0-0-1] [2:0-5-4 0-2-8] [4:0-5-4,0-2-81,[5:0-3-4,0-0-11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.28 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.27 7-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 138lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc puffins. 2-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` 2-7,4-7: 2x4 SP M 31 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 REACTIONS. (lb/size) 1 =1 241/0-3-8, 5=596/0-3-8 6904 Parke East Blvd. Max Harz 1=-48(LC 32) Tampa FL 33610 Max Uplift 1=-91O(LC 8), 5= 1918(LC 9) Max Grav 1=1258(LC 43), 5=1914(LC 42) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2644/1944, 2-3— 3913/3262, 3-4=-3913/3262, 4-5=-3456/3216 BOT CHORD 1-9=-1737/2368, 7-9=1737/2349, 6-7=-2780/3021, 5-6=-2836/3075 WEBS 2-9=-13/413, 2-7=-1619/1745, 3-7=-726/671, 4-7=-474/2321, 4-6=-1184/1176 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) 1=910, 5=1918. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 221 lb up at 4-10-8, 61 lb down and 104 lb up at 6-11-4, 61 lb down and 104 lb up at 8-11-4, 61 lb down and 104 lb up at 10-11-.4, 61 lb down and 104 lb up at 12-2-0, 61 lb down and 104 lb up at 13-4-12, 61 lb down and 104 lb up at 15-4-12, and 61 lb down and 104 lb up at 17-4-12, and 195 lb down and 221 lb Up at 19-5-8 on top chord, and 157 lb down and 16 lb up at 4-10-8, 51 lb down and 16 lb up at 6-11-4, 51 lb down and 16 lb up at 8-11-4, 51 lb down and 16 lb up at 10-11-4, 51 lb down and 16 lb up at 12-2-0, 51 lb down and 16 lb up at 13-4-12, 51 lb down and 16 lb up at 15-4-12, 51 lb down and 16 lb up at 17-4-12, 472 lb down and 722 lb up at 19-3-4, 157 lb down and 16 lb up at 19-4-12, and 459 lb down and 728 lb up at 21-3-4, and 41 Q lb down and 703 lb up at 23-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on nam; P A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev. 10/0312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems_ seeANSI/TPI I 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 33610 Job Truss Truss Type aty Ply T12933211 1159591 T12 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2011 MI I OK industries, Inc. I nu Jan 11 08:5b:08 2U18 rage 2 ID:goybrYXGmOmCiAOfPdJ3Vlyottb-z7Op?i J11 eflavh2Dmw_Dg?rUM_zOO?CKW 1 EXizwTwn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4= 54, 4-5=-54, 1-5=-20 Concentrated Loads (lb) Vert: 2=-111(F) 4=-111(F) 9— 57(F) 7=-31(F) 3=-50(F) 10=-50(F) 11=-50(F) 12=-50(F) 13=-50(F) 14=-50(F) 15=-50(F) 16=-31(F) 17=-31(F) 18=-31(F) 19=-31(F) 20=-31(F) 21= 31(F) 22=226(F= 57, B=282) 23=283(B) 24=284(B) WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must. verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSa-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12933212 1159591 T13 Hip 1 1 Job Reference (optional) bunters mrsittiource, Nlam Gliy, t-L JJbtltl 6-2-12 4-7-12 O. IOU Soup 1 U cu 1/ W11 I Cr\ II1—u—, I—. I— IU -III U. I ID:goybrYXGmOmCiAOfPdJ3Vlyottb-RJyCDNJfoyncC3GEmTRDmtX21 mN37OhLZAmo38zwTwm 16.1-8 20-9-4 27-0-0 5-3-0 4-7-12 6-2-12 5x6 = 5x6 = 3 4 Scale=1:45.2 3x4 i I I v 3x4 = V 3x4 2x4 11 3x4 = 3x4 = 2x4 11 16-1-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.69 BC 0.63 WB 0.29 Matrix-SH DEFL. in Vert(LL) -0.23 Vert(CT) -0.28 Horz(CT) 0.06 (loc) I/defl Ud 7-8 >999 360 7-8 >999 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepr TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. 3-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 REACTIONS. (lb/size) 1=987/0-4-0, 6=987/0-4-0 6904 Parke East Blvd. Max Harz 1=-112(LC 8) Tampa FL 33610 Max Uplift 1= 391(LC 12), 6= 391(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOR CHORD 1-2=-1799/1569, 2-3— 1390/1328, 3-4=-1188/1253, 4-5=-1390/1328; 5.6= 1799/1569 BOT CHORD 1-11= 1260/1536, 10-11=-1260/1536, 8-10=-810/1188, 7-8=-1260/1536, 6-7= 1260/1536 WEBS 2-10=-508/541, 3-10= 273/393, 4-8=-273/393, 5-8=-508/541 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ct=lb) 1=391, 6=391. 7) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE ' Design valid torus,- only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding, the fabrication, storage, delivery- erection and bracing of busses and truss systems, seeANSI/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 33610 A I " Job Truss Truss Type Qty Ply T72933213 1159591 T14 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.13o s Sep 15 201 / MI I ek industries, inc. Thu dan i i 06:55: W zui 8 rage 1 ID:goybrYXGmOmCiAOfPdJ3Viyottb-vVWaQjKHZGvTgDrQKBySJ54DzAgDsU2UogW LcazwTwl 6-3-2 8.10-8 13-6-0 18-1-8 20-8-14 27-0.0 6-3-2 2-7-7 4-7-8 4_ _8 2-7-7 6-3-2 m 0 0 3x4 1.5x8 STP = 4x6 = _ 3x4 = 4x6 — 3 4 5 3x8 = 3x4 = 8-1-8 3x8 = Scale=1:47.4 1.5x8 STP= 3x4 Plate Offsets (X Y)-- [1'0-2-10 0-1-8] [7,.0-2-10 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.16 1-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.32 1-10 >993 240 BCLL 0.0 Rep Stress incr YES WB , 0.22 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 126lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=987/0-4-0, 7=987/0-4-0 Max Horz 1=-92(LC 8) Max Uplift 1= 371(LC 12), 7=-371(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 1736/1528, 2-3=-1532/1420, 3-4=-1337/1304, 4-5=-1337/1304, 5-6=-1532/1420, • 6-7=-1736/1528 BOT CHORD 1-10— 1224/1498, 8-10= 1118/1480, 7-8=-1224/1498 WEBS 2-10=-266/444, 3-10=-469/534, 4-10=-285/254, 4-8=-285/254, 5-8= 469/534, 6-8=-266/444 Structural wood sheathing directly applied or 3-7-4 oc pudins. Rigid ceiling directly applied or 4-11-5 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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 (jt=lb) 1=37117=371. ' 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters'shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design paramelers and properly incorporate this design Into the overall Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` building design. Bracing prevent of Is always required for stability and to prevent collapse Min, possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12933214 1159591 T15 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:55:12 2018 Page 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-rueKrPMY5t9B3X?pSc?wOW 9W h_NLKI9nF7?SgTzwTwj 6-10-8 13-6-0 20-1-8 27-0-0 6-10-8 6-7=8 6-7-8 6-10-8 3x6 = 1.5x8 STP = 4x6 = 3x4 = 3x8 = Sx6 = 4x6 = 3x4 = 6-10-8 13-6-0 20-1-8 27-0-0 6-10-8 6-7-8 6-7-8 6-10-8 Plate Offsets (X Y)-- [1:0-0-4 Edge) [2:0-3-4,0-2-01, [4:0-3-4,0-2-01, [7:0=3-0,0-3-01 Scale = 1:47.4 1.5x8 STP= 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.15 1-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 118lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=987/0-4-0, 5=967/0-4-0 Michael S. Magid PE No. 53681 Max Harz 1=-71(LC 10) MiTek USA, Inc. FL Cert 6634 Max Uplift 1=-374(LC 9), 5=-374(LC 8) 6904 Parke East Blvd. Tampa FL 33610 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1756/1452, 2-3=-1503/1424, 3-4=-1503/1424, 4-5=-1756/1452 BOT CHORD 1-8=-1131/1486, 7-8=-1508/1955, 6-7_ 1508/1955, 5-6=-1131/1486 WEBS 2-8= 216/462, 3-8=-617/418, 3-6=-617/418, 4-6=-216/462 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 X0 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) 1=374, 5=374. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." A WARNING -Verify design parameters and READ. NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE 11111-7473 rev. 10/03J2015 BEFORE USE ° Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi1°ek` 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, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply T12933215 1159591 T16 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.1 zju s bep 15 zui 1 MI I ek Inausmes, inc. Thu dan 1108:55n a zui a rage r I D:goybrYXGmOmCiAOfPdJ3Vlyottb-GTJTTROQOoXmw_k07kYdOBngJBN?XmsEx5D6HozwTwg 4-10-8 9-3-2 13-6-0 17-8-14 22-1-8 27-0-0 4-10-8 4-4-10 4-2-14 4-2-14 4-4-10 4-10-8 4x6 = 2x4 11 3x4 = 6.00 F12 3x4 = 3x4 = 4x6 = 2 12 313 14 15 4 16 17 5 6 18 19 7 3x4 = 11 20 21 22 23 r" 24 25 26 27 1.5x8 STP= 3x4 = 5x8 = 3x4 = Scale = 1:47.4 1.5x8 STP= 3x4 = 4-10-8 13-6-0 22-1-8 27-0-0 4-10-8 8-7-8 8-7-8 4-10-8 Plate Offsets (X Y)-- [1:0-1-4 0-0-2) [10:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.21 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.30 10-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017TrP12014 Matrix-SH Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=148110-4-0, 8=1481/0-4-0 Michael S. Magid PE No. 53681 USA, Inc. FL 6634 104 Max Horz 1=51(LC 7) 9Parke East Blvd. Max Uplift 1=-817(LC 5), 8=-817(LC 4) Tampa FL 33610 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2_ 2941/1659, 2-3=-2605/1532, 3-4=-4355/2576, 4-6=-4355/2576, 6-7= 2605/1532, 7-8=-2941 /1659 BOT CHORD 1-11= 1464/2548, 10-11=-2290/3782, 9-10=-2268/3782, 8-9— 1413/2548 WEBS 2-11=-466/97113-11=-1401/965, 3-10=-309/687, 4-10=-341/316, 6-10=-309/687, 6-9=-1401/965, 7-9=-466/971 NOTES- (10) Continued on page 2 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. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss.has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=817, 8=817. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 221 lb up at 4-10-8, 61 lb down and 104 lb up at 6-11-4, 61 lb down and 104 lb up at 8-11-4, 61 lb down and 104 lb up at 10-11-4, 61 lb down and 104 lb up at 12-11-4, 61 lb down and 104 lb up at 14-0-12, 61 lb down and 104 lb up at 16-0-12, 61 lb down and 104 lb up at 18-0-12, and 61 lb down and 104 lb up at 20-0-12, and 195 lb down and 221 lb up at 22-1-8 on top chord, and 157 lb down and 16 lb up at 4-10-8, 51 lb down and 16 lb up at 6-11-4, 51 lb down and 16 lb up at 8-11-4, 51 lb down and 16 lb up at 10-11-4, 51 lb down and 16 lb up at 12-11-4, 51 lb down and 16 lb up at 14-0-12, 51 lb down and 16 lb up at 16-0-12, 51 lb down and 16 lb up at 18-0-12, and 51 lb down and 16 lb up at 20-0-12, and 157 lb down and 16 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ` 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any articular building is the responsibility of the building desianer per ANSI _TPI.1 as referenced by the buildino code. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED mrtEKREFERANCE PAGE M11-7473 rev. 101032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I 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 33610 Job Truss Truss Type city Ply T12933215 1159591 T16 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:55:15 2018 Page 2 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-GTJTTROQOoXmw_kO7kYd08n9J BN?XmsEx5D6HozwTwg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-7=-54, 7-8= 54, 1-8=-20 Concentrated Loads (lb) Vert: 2=-111(B) 7=-111(B) 11 _ 57(B) 9— 57(B) 12=-50(B) 13=-50(B) 14=-50(B) 15=-50(B) 16= 50(B) 17=-50(B) 1 8= 50(B) 19=-50(B) 20=-31(B) 21= 31(B) 22= 31(B)23=-31(B)24= 31(B) 25=-31(B) 26= 31(B) 27=-31(B) A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE' Design valid for use only with MITekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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, Mexandda, VA 22314. Tampa, FL 33610 t ,-% Job Truss Truss Type Oty Ply T12933216 1159591 Vol Valley 2 1 Job Reference (optional) builaers rusraource, riant L..uy, rL ca000 v a 0 2x4 i 2-0-0 I D:goybrYXGmOmCiAOf PdJ3Vlyottb-kftrhmP296fdYBIahS3sYMKPObv?GF? NAlzgpEzwTwf 2 3 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 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/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/1-11-8, 2=37/1-11-8, 3=14/1-11-8 Max Harz 1=35(LC 12) Michael S. Magid PE No. 53681 Max Uplift 1=-16(LC 12), 2=-38(LC 12) MiTek USA, Inc. FL Cert 6634 Max Grav 1=51(LC 1), 2=37(LC 1), 3=27(LC 3) 6904 Parke East Blvd. Tampa FL'33610 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160Mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;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 at joint(s) 1, 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.° Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall , building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcaflon, storage, delivery, erection and bracing of trusses and truss systems, socANSI/TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Mate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 t i'1 Job Truss Truss Type city Ply T12933217 1159591 V02 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:55:17 2018 Page 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-CfRDu6QhwPnT91tmE9b55ZtZL?Ef?gq W PPi DLgzwTwe a a 0 2x4 i 2x4 II Scale=1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 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 BOT CHORD Rigid ceiling directly applied or 10-0=0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 3-11-8. Michael S. Magid PE No. 53681 (lb) - Max Horz 1=87(LC 12) MiTek USA, Inc. FL Cert 6634 Max Uplift All uplift 100 Ib or less at joint(s) 1, 3 except 5=-117(LC 12) 6904 Parke East Blvd. Tampa FL 33610 Max Grav All reactions 250 lb or less at joints) 1, 3, 4, 5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-151/306, NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2rGable 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) 3 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 Ito uplift at joint(s) 1, 3 except Qt=lb) 5=117. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111--7473 rev. 10/03/2016 BEFORE USE. ' Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A MiTek* M i e k° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lT fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I 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 33610 Job Truss Truss Type Qty Ply T12933218 1159591 V03 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 V a 0 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:55:17 2018 Page 1 ID:goybrYXGmOmCiAOfPdJ3Viyottb-CfRDu6QhwPnT91tmE9b55ZtVB?CI?fNW PPiDLgzwTwe 651PA 5 4 2x4 i 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 7.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=127/5-11-8, 3=-66/5-11-8, 4=-25/5-11-8, 5=360/5-11-8 Max Horz 1=138(LC 12) Max Uplift 1=-17(LC 12), 3=-66(LC 1), 4=-51(LC 3), 5— 241(LC 12) Max Grav 1=127(LC 1), 3=68(LC 12), 5=360(LC 1) Scale=1:17.9 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-306/619 NOTES- (7) 1) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber COL=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) 3 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) 1, 3, 4 except Qt=lb) 5=241. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING -Verify design parameters and READ NOTES ON TN/S AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev. f0/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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. seeANSI/TPIi 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 33610 Job Truss Truss Type Qty Ply T12933219 1169591 VO4 Valley 2 1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 ml3u s oep 10 eu r i ivu 1 en muusu res, mu. 1 nu van 1 1 vo.vo. i o — — r ayo , I D:goybrYXGmOmCi AOf PdJ3V lyottb-g2? b5SQJgjwKnSSzos6Kd n Pf7OS5k6pgd3Smu6zwTwd 6-1-2 8-0-0 6-1-2 1-10-14 v 0 0 5 4 3x4 -�, 2x4 II Scale = 1:23.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57' Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/ TP12014 Matrix-SH Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No-3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 7-11-8. (lb) - Max Horz 1=189(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 4 except 5=-273(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 3, 4 except 5=407(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/119 WEBS 2-5=-302/576 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber IDOL=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) 3 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) 1, 3, 4 except at=lb) 5=273. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II--7473 rev. 1010312016 BEFORE USE ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12933220 1159591 V05 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 a 0 2x4 i 2-0:0 a.iausoep i520ir rvurummuuouroa,uio. inL a., aye , I D:goybrYXGmOmCiAOfPdJ3Vlyoftb-BEZ_JoRxRi 2BPc19MadZA_yuFousTbkpsj BKQZzwTwc 3x4 = 2x4 Scale =1:7.7 Plate Offsets (X Y)-- [2.0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0 Max Horz 1=-14(LC 8) Michael S. Magid PE No. 53681 Max Uplift 1=-42(LC 12), 3=-42(LC 13) MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Tampa FL 33610 NOTES- (7) 1) Wribalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas 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) 1, 3. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MU-7473 rev, 1010312015 BEFORE USE. ` Design valid for use only with MiT00 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall '/ building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing O W MOW Is always reclulred 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, se0ANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply T12933221 1159591 V06 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33666 8.130 s Sep 15 2ul / mi I ek maustrles, Inc. Thu jan r1 uts:55:20 201 a rage i I D:goybrYXGmOmCiAOfPdJ3Vlyottb-cQ7M W BSZCKA21 IcLwH8ojCU2MCDW C1 rz5Nxty?zwTwb 3-10-8 1-8 8-0-0 3-10-8 3-0 3-10-8 v a 0 2x4 i 2x4 II 4x6 = 2x4 Scale=1:14.9 7-11-8 0-U-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=111/7-11-0, 3=111/7-11-0, 4=276/7-11-0 Max Horz 1=35(LC 9) Michael S. Magid PE No. 53681 Max Uplift 1=-57(LC 12), 3=-64(LC 13), 4=-94(LC 12) MiTek USA, Inc. FL Cert 6634 Max Grav 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) 6904 Parke East Blvd. Tampa FL 33610 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NGTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING - VeH1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. &acing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlonal 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, seeANSI/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, VA22314. Tampa, FL 33610 , Job Truss Truss Type City Ply T12933222 1159591 V07 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2011 MI I eK Inausirles, Inc. I nu Jan 11 uts:b5:zi ;eul a rage 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-5dhkkUTBzelvevBYT?f 1 FP 1 CTcYvxV P6Kl gQURzwTwa 3-10-8 6.1-8 10-0-0 3-10-8 2-3-0 3-10-8 3x4 = 2 2x4 11 3x4 = 3 A Scale=1:18.4 v d q o o d 6 2x4 i 2x4 11 2x4 0- -8 10-0-0 0- -8 9-11-8 Plate Offsets (X Y)-- [2:0-2-0 0-2-81 [4:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight:31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=198/9-11-0, 5=198/9-11-0, 6=252/9-11-0 Max Horz 1=-34(LC 8) Max Uplift 1=-103(LC 12), 5=-107(LC 13), 6=-63(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-222/312, 2-3=-179/346, 3-4=-179/346, 4-5=-222/312 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 1=103, 5=107. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE " Design valid for use only with MlTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify The appllcablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of fusses and truss systems, seeANSI/iPI I 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, Alexandrla, VA 22314. Tampa, FL 33610 f — Job Truss Truss Type Qty Ply ' T12933223 1159591 V08 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 6 Sep 152011 Mr I eK InaUStrles, Inc. Thu Jan 11 08:55:22 2U1 C rage 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-ZpE6xgUpkyQmG3mk1 iAGodaOsOV_gxLFYhQ_1 uzwTwZ 8-0-0 4x6 = Scale = 1:14.6 a a 0 1 6.00 12 3 `Y •o 0 4 2x4 i 2x4 12x4 0- -8 8-0.0 0- -8 7-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Hot-z(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 25lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=111/7-11-0, 3=111/7-11-0, 4=276/7-11-0 Max Harz 1=35(LC 9) Max Uplift 1=-57(LC 12), 3=-64(LC 13), 4= 94(LC 12) Max Grav 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev, 10/03/2015 BEFORE USE.� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply T12933224 1159591 V09 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 wu i ek industries, inc. r nu Jan r 1 vo:oo.co cv IS rage I D:goybrYXGmOmCiAOfPdJ3Vlyottb-1?oU9AURV FYdu DLwbQhV Kg6W 6PByPPzPnL9XZKzwTwY 4-10-8 7.1-8 12-0-0 4-10-8 2-3-0 4-10-8 Y n 0 3x4 = 3x4 = 6 3x4 3x4 2x4 II Scale = 1:19.4 0_ _g Plate Offsets (X Y)-- [2:0-2-0 0-2-8] [4:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=252/11-11-0, 5=252/11-11-0, 6=291/11-11-0 Michael S. Magid PE Max Horz 1=-44(LC 8) MiTek USA, Inc. FL Cert ert 6634G34 Max Uplift 1= 135(LC 12), 5=-139(LC 13), 6=-61(LC 9) 6904 Parke East Blvd. Tampa FL 33610 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-287/388, 2-3=-227/431, 3-4=-227/431, 4-5=-287/388 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., ,GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 1=135, 5=139. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 messes and truss systems, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12933225 1159591 V10 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s bep 15 2011 MI I etc industries, inc. i nu dan 1 i 08:55:24 20i c rage I I D:goybrYXGmOmCiAOfPdJ3Vlyottb-VCMtM VV4GZgUVNw697Dkt2fgLpax8rlYO?v55mzwTwX 4-10-8 11-1-8 16-0-0 4-10-8 6-3-0 4-10-8 4x6 = 46 = 3x4 i 6 5 3x4 2x4 11 2x4 11 iE 0-0-8 4-10-0 6-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a We BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings 15-11-0. (lb) - Max Harz 1= 44(LC 10) Max Uplift All uplift 100 lb or less at joints) 1, 4 except 6=-179(LC 9), 5=-169(LC 8) Max Grav All reactions 250 lb or less at Jolnt(s) 1, 4 except 6=415(LC 23), 5=415(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-289/361. 3-5=-289/361 Scale = 1:25.9 PLATES GRIP MT20 244/190 Weight: 53 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 6=179, 5=169. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 v -0 0 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE 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. seeANSI/TPI I 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 33610 f Job Truss Truss Type Qty Ply T12933226 1159591 V11 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08:55:25 2018 Page 1 I D:goybrYXGmOmCiAOfPdJ3Vlyottb-zOwFZrW i 1 toL7XVJ igkzQFCtJ DvdtiSiEfeedCzwTW W 4-10-8 10-0-0 15-1-8 20.0-0 4-10-8 5-1-8 5-1-8 4-10-8 V 0 0 4x6 = 6.00 12 2x4 11 4x6 = 3x4 i 8 7 6 3x4 2x4 II 5x6 = 2x4 II LOADING (psf) SPACING- 2-6-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH PLATES MT20 GRIP 244/190 Scale = 1:32.4 Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 Michael S. Magid PE No. 53681 REACTIONS. All bearings 19-11-0. MiTek USA, Inc. FL Cart 6634 (lb) - Max Horz 1=-44(LC 8) 6904 Parke East Blvd. Max Uplift All uplift 100 lb or less at joints) 1, 5 except 8=-138(LC 9), 6=-128(LC 8), 7=-220(LC 9) Tampa FL 33610 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=349(LC 1), 6=349(LC 1), 7=412(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8= 231/284, 4-6=-231/284, 3-7= 317/380 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 8=138, 6=128, 7=220. 8) 'This manufactured product is designed as an individual building component. The sultability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE Mll--7473 rev, 10/032015 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 parametersand properly Incorporate this design Into the overall buliding design. Bracing Indicated Is to prevent buckling of indlvklual 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, seeANSI/TPI I 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 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-11id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected WoodTrusses, 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/201.5 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 tt, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks, Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. WAKE- D By Lucie eGanty NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' ox. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAWHEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. AlIdem F rstS©urce Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813£21-9831 FAX: 813-828-8956 Freeport PHONE: 850-835-4541 FAX: 85M35.4532 BUILDER: Beau Slay LEGAL ADDRESS: 120 Berger Road Fort Pierce, FL MODEL: Revision: Slay Res. Rev. By. DATE: Drawn By: Ilerence 8 61e go1159591 MITEK PLATE APPROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 s eve o n eve o o0 0 : 1159591