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Truss Engineering 163 Belvedere St._1 RE: 2805824 - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 52 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. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf Site Information: Lot/Block: . Customer Info: American Classic Project Name: 2805824 Model: 2347 Subdivision: .Address: 163 Belvedere St., . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Digiacomo, Charles P., PE License #: 59660 Address: 770 Wakemont Dr., . City: Orange Park State: FL 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-Jacksonville. My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No. Seal#Truss Name 1 T24532087 CJ01 Date 6/30/212 T24532088 CJ02 6/30/213 T24532089 CJ02T 6/30/214 T24532090 CJ03 6/30/215 T24532091 CJ03A 6/30/216 T24532092 CJ03T 6/30/217 T24532093 EJ01 6/30/218 T24532094 EJ02 6/30/219 T24532095 EJ02A 6/30/2110 T24532096 EJ02T 6/30/2111 T24532097 F01 6/30/2112 T24532098 F02 6/30/2113 T24532099 F03 6/30/2114 T24532100 F04 6/30/2115 T24532101 F05 6/30/2116 T24532102 F06 6/30/2117 T24532103 F07 6/30/2118 T24532104 F08 6/30/2119 T24532105 F09 6/30/2120 T24532106 F10 6/30/2121 T24532107 F11 6/30/2122 T24532108 F12 6/30/21 No. Seal#Truss Name 23 T24532109 F13 Date 6/30/2124 T24532110 F14 6/30/2125 T24532111 F15 6/30/2126 T24532112 F16 6/30/2127 T24532113 F17 6/30/2128 T24532114 F18 6/30/2129 T24532115 F19 6/30/2130 T24532116 HJ01 6/30/2131 T24532117 HJ02 6/30/2132 T24532118 HJ02T 6/30/2133 T24532119 T01 6/30/2134 T24532120 T02 6/30/2135 T24532121 T04 6/30/2136 T24532122 T05 6/30/2137 T24532123 T06 6/30/2138 T24532124 T07 6/30/2139 T24532125 T08 6/30/2140 T24532126 T09 6/30/2141 T24532127 T10 6/30/2142 T24532128 T11 6/30/2143 T24532129 T12 6/30/2144 T24532130 T13 6/30/21 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 MiTek USA, Inc. June 30,2021 ORegan, Philip Truss Design Engineer's Name: ORegan, Philip RE: 2805824 - 2 of 2 Site Information: Lot/Block: . Customer Info: American Classic Project Name: 2805824 Model: 2347 Subdivision: . Address: 163 Belvedere St., . State: FLCity: Atlantic Beach No. Seal#Truss Name 45 T24532131 T14 Date 6/30/2146 T24532132 T15 6/30/2147 T24532133 T16 6/30/2148 T24532134 TG01 6/30/2149 T24532135 TG02 6/30/2150 T24532136 TG03 6/30/2151 T24532137 TG04 6/30/2152 T24532138 TG05 6/30/21 Job 2805824 Truss CJ01 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T24532087 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-jwfjAvLTFPWdkn3DRGy1zxSMQv12HMfsh1Rh3jz19UH Scale = 1:6.7 1 2 3 4 2x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-10-9-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=Mechanical Max Horz 2=46(LC 12) Max Uplift 2=-126(LC 8), 4=-20(LC 1) Max Grav 2=159(LC 1), 4=41(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=126. (3)- 0.131x3.5" TOENAILS Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss CJ02 Truss Type JACK-OPEN Qty 6 Ply 1 Job Reference (optional) T24532088 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-jwfjAvLTFPWdkn3DRGy1zxSMQv02HMfsh1Rh3jz19UH Scale = 1:10.9 1 2 3 4 2x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-11-7-10-4-71-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=90(LC 12) Max Uplift 3=-53(LC 12), 2=-107(LC 8), 4=-2(LC 12) Max Grav 3=57(LC 1), 2=187(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=107. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss CJ02T Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T24532089 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:41 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-C6D5OFM50jeUMxeP?_UGV9?XAJM70pv?whAEb9z19UG Scale = 1:10.9 1 2 3 7 6 4 5 2x4 2x4 2x4 2x4 2-3-8 2-3-8 3-0-0 0-8-8 -1-4-0 1-4-0 2-3-8 2-3-8 3-0-0 0-8-8 0-4-11-7-11-1-10-6-05.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.11 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 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. REACTIONS. (size) 4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=90(LC 12) Max Uplift 4=-32(LC 12), 2=-107(LC 8), 5=-24(LC 12) Max Grav 4=38(LC 1), 2=187(LC 1), 5=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=107. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss CJ03 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T24532090 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:42 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-gJnTbbNjn0mLz5DcYh?V2MXfZjfUlG998Lwn7cz19UF Scale = 1:15.0 1 2 3 4 3x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-12-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-101(LC 12), 2=-129(LC 12), 4=-7(LC 12) Max Grav 3=109(LC 1), 2=244(LC 1), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=101, 2=129. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss CJ03A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24532091 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:43 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-8VLspwNLYKuCbFoo6OWkaa4qw6?MUjPIN?fLg2z19UE Scale = 1:14.9 1 2 32x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-12-5-15.00 12 Plate Offsets (X,Y)-- [1:0-0-14,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.28 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.05 -0.00 (loc) 3-6 3-6 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=107(LC 12) Max Uplift 1=-70(LC 12), 2=-105(LC 12), 3=-11(LC 12) Max Grav 1=158(LC 1), 2=114(LC 1), 3=68(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=105. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss CJ03T Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T24532092 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:44 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-chuE0GOzJe03DPN_g61z7nd1EWK9DAfScfPuCUz19UD Scale = 1:15.0 1 2 3 7 6 4 5 2x4 2x4 5x6 2-3-8 2-3-8 5-0-0 2-8-8 -1-4-0 1-4-0 2-3-8 2-3-8 5-0-0 2-8-8 0-4-12-5-11-11-10-6-05.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0], [3:0-1-12,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.18 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=133(LC 12) Max Uplift 4=-84(LC 12), 2=-129(LC 12), 5=-24(LC 12) Max Grav 4=95(LC 1), 2=244(LC 1), 5=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-7=-134/254 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=129. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss EJ01 Truss Type Jack-Partial Qty 6 Ply 1 Job Reference (optional) T24532093 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-4tScDcPb4x8wqYxBEpYCg?9D9wktydvbqJ8Skxz19UC Scale = 1:8.8 1 2 3 4 2x4 2-0-0 2-0-0 -1-4-0 1-4-0 2-0-0 2-0-0 0-4-11-2-10-9-101-2-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=Mechanical, 3=Mechanical Max Horz 2=69(LC 12) Max Uplift 2=-107(LC 8), 3=-29(LC 12) Max Grav 2=165(LC 1), 4=23(LC 3), 3=30(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=107. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss EJ02 Truss Type JACK-PARTIAL Qty 17 Ply 1 Job Reference (optional) T24532094 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-4tScDcPb4x8wqYxBEpYCg?9ASwfVycdbqJ8Skxz19UC Scale = 1:19.0 1 2 3 6 10 4 5 3x4 3x4 2x4 7-0-0 7-0-0 -1-4-0 1-4-0 3-8-2 3-8-2 7-0-0 3-3-14 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.28 0.32 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 -0.00 (loc) 6-9 6-9 5 l/defl >999 >785 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=170(LC 12) Max Uplift 4=-60(LC 12), 2=-157(LC 12), 5=-80(LC 12) Max Grav 4=73(LC 1), 2=305(LC 1), 5=142(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/126 BOT CHORD 2-6=-216/279 WEBS 3-6=-307/237 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=157. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss EJ02A Truss Type Jack-Partial Qty 2 Ply 1 Job Reference (optional) T24532095 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:46 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-Y40_RyQDrFHmSiWNnX3RCCiLxK?fh3mk3zu?GNz19UB Scale = 1:18.8 1 2 5 9 3 4 3x4 3x4 2x4 7-0-0 7-0-0 3-8-2 3-8-2 7-0-0 3-3-14 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.30 0.33 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 -0.00 (loc) 5-8 5-8 4 l/defl >999 >767 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 1=145(LC 12) Max Uplift 1=-100(LC 12), 3=-58(LC 12), 4=-88(LC 12) Max Grav 1=222(LC 1), 3=70(LC 1), 4=152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-304/138 BOT CHORD 1-5=-230/277 WEBS 2-5=-305/253 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 1=100. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss EJ02T Truss Type Jack-Partial Qty 3 Ply 1 Job Reference (optional) T24532096 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:47 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-0GaMeIRscZPd4s5ZLEaglQEZNkJZQVDuIddYppz19UA Scale = 1:19.3 1 2 3 4 5 10 9 8 14 6 7 2x4 4x6 3x4 2x4 4x6 3x4 2-3-8 2-3-8 7-0-0 4-8-8 -1-4-0 1-4-0 1-5-10 1-5-10 2-3-8 0-9-14 4-6-0 2-2-8 7-0-0 2-6-0 0-4-13-3-12-9-12-10-100-6-05.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0], [4:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.48 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-3-8, 7=Mechanical Max Horz 2=170(LC 12) Max Uplift 6=-36(LC 12), 2=-157(LC 12), 7=-105(LC 12) Max Grav 6=50(LC 1), 2=305(LC 1), 7=164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/133, 3-4=-308/109, 4-5=-625/368 BOT CHORD 2-10=-236/408, 8-9=-209/261 WEBS 5-9=-247/443, 5-8=-304/244 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=157, 7=105. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F01 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T24532097 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:48 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-US8kseRUNsXUh0gmvy6vHdnYd7b_9qC1XHN6LFz19U9 Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x4 3x4 1.5x3 4x6 1.5x3 4x6 4x6 4x4 4x4 3x4 3x6 1.5x3 3x4 3x6 3x4 4x6 4x4 4x4 3x4 3x6 1.5x3 3x6 3x4 19-7-8 19-7-8 1-3-0 2-1-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.66 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.44 0.07 (loc) 17-18 17-18 12 l/defl >737 >534 n/a L/d 360 240 n/a PLATES MT20 Weight: 106 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 21=0-3-8, 12=0-3-8 Max Grav 21=1059(LC 1), 12=1059(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1054/0, 11-12=-1053/0, 1-2=-1087/0, 2-3=-2705/0, 3-4=-3794/0, 4-5=-3794/0, 5-6=-4212/0, 6-7=-4212/0, 7-8=-3767/0, 8-9=-3767/0, 9-10=-2710/0, 10-11=-1086/0 BOT CHORD 19-20=0/2048, 18-19=0/3341, 17-18=0/4091, 16-17=0/4212, 15-16=0/4212, 14-15=0/3337, 13-14=0/2050 WEBS 1-20=0/1404, 2-20=-1337/0, 2-19=0/913, 3-19=-885/0, 3-18=0/615, 5-18=-432/0, 5-17=-189/563, 6-17=-267/3, 11-13=0/1402, 10-13=-1341/0, 10-14=0/918, 9-14=-872/0, 9-15=0/584, 7-15=-908/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F02 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T24532098 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:49 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-zfi73_S68AfLJAFyTfd8qrKpNXvYuL5Blx6ftiz19U8 Scale = 1:22.8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 1.5x3 4x4 1.5x3 4x4 4x4 4x4 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 9-7-0 5-7-0 12-1-0 2-6-0 13-7-0 1-6-0 1-3-0 1-7-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.83 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.03 (loc) 10-11 10-11 8 l/defl >999 >997 n/a L/d 360 240 n/a PLATES MT20 Weight: 71 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 15=0-3-8, 8=0-3-8 Max Grav 15=727(LC 1), 8=727(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-724/0, 7-8=-721/0, 1-2=-710/0, 2-3=-1646/0, 3-4=-1987/0, 4-5=-1987/0, 5-6=-1651/0, 6-7=-709/0 BOT CHORD 13-14=0/1325, 12-13=0/1987, 11-12=0/1987, 10-11=0/1930, 9-10=0/1331 WEBS 7-9=0/913, 1-14=0/914, 6-9=-866/0, 2-14=-855/0, 6-10=0/445, 2-13=0/455, 5-10=-388/0, 3-13=-541/0, 5-11=-121/326 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F03 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24532099 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:50 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-RrGVHKTkuUnCxKq80N8NN2s32xRXdubK_bsDQ8z19U7 Scale = 1:21.4 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 3x4 3x4 3x4 1-6-12 1-6-12 2-10-12 1-4-0 4-2-12 1-4-0 5-6-12 1-4-0 6-10-12 1-4-0 8-2-12 1-4-0 9-6-12 1-4-0 10-10-12 1-4-0 12-2-12 1-4-0 13-3-8 1-0-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [21:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F04 Truss Type Floor Qty 8 Ply 1 Job Reference (optional) T24532100 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:51 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-v1qtUfUMfnv3ZTPKa4fcvGP6kLauMBmUDFbmyaz19U6 Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 3x4 2x4 1.5x3 4x6 4x6 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x6 1.5x3 3x6 1.5x3 3x4 3x4 3x4 3x4 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 15-10-12 11-10-12 18-4-12 2-6-0 19-9-4 1-4-8 1-3-0 1-4-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:0-1-8,Edge], [13:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.83 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.47 0.08 (loc) 17-18 17-18 13 l/defl >684 >498 n/a L/d 360 240 n/a PLATES MT20 Weight: 104 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 22=0-3-8, 13=0-1-12 Max Grav 22=1071(LC 1), 13=1077(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1065/0, 12-13=-1070/0, 1-2=-1100/0, 2-3=-2743/0, 3-4=-3849/0, 4-5=-3849/0, 5-6=-4338/0, 6-7=-4338/0, 7-8=-4338/0, 8-9=-3829/0, 9-10=-3829/0, 10-11=-2710/0, 11-12=-1051/0 BOT CHORD 20-21=0/2074, 19-20=0/3386, 18-19=0/4169, 17-18=0/4338, 16-17=0/4158, 15-16=0/3360, 14-15=0/2033 WEBS 12-14=0/1429, 1-21=0/1420, 11-14=-1366/0, 2-21=-1355/0, 11-15=0/941, 2-20=0/931, 10-15=-903/0, 3-20=-894/0, 10-16=0/638, 3-19=0/628, 8-16=-459/0, 5-19=-452/0, 8-17=-144/566, 5-18=-155/556, 6-18=-260/25, 7-17=-264/21 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F05 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T24532101 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:52 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-NENFh?U_Q51wAd_X8nArSTyLPl2I5itdRvLJU1z19U5 Scale = 1:13.0 1 2 3 4 5 11 10 9 8 7 63x4 1.5x3 3x6 1.5x3 3x6 3x4 4x6 3x4 4x4 3x6 3x6 1.5x3 THA422 THA422 1-0-0 1-0-0 1-0-12 0-0-12 5-7-8 4-6-12 7-0-0 1-4-8 0-9-0 1-3-0 1-9-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [2:0-3-0,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.38 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 8 8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 48 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. (size) 6=0-3-14, 10=0-3-8 Max Grav 6=341(LC 4), 10=985(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-342/0, 1-2=0/358, 2-3=-369/0, 3-4=-369/0 BOT CHORD 9-10=-357/0, 8-9=0/369, 7-8=0/369 WEBS 2-10=-587/0, 1-10=-558/0, 5-7=0/288, 2-9=0/909, 3-9=-497/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-5-12 from the left end to 4-5-12 to connect truss(es) to back face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-370 4=-100(B) 3=-100(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-370 4=-100(B) 3=-100(B) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-5=-20 Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F05 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T24532101 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:52 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-NENFh?U_Q51wAd_X8nArSTyLPl2I5itdRvLJU1z19U5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-370 4=-180(B) 3=-180(B) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-370 4=-100(B) 3=-100(B) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-5=-20 Concentrated Loads (lb) Vert: 1=-370 4=-180(B) 3=-180(B) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-370 4=-100(B) 3=-100(B) 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-4=-100, 4-5=-20 Concentrated Loads (lb) Vert: 1=-370 4=-147(B) 3=-100(B) 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-3=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-370 4=-100(B) 3=-139(B) 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-4=-100, 4-5=-20 Concentrated Loads (lb) Vert: 1=-370 4=-147(B) 3=-100(B) 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-3=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-370 4=-100(B) 3=-139(B) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss F06 Truss Type Floor Qty 3 Ply 1 Job Reference (optional) T24532102 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:53 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-rQxdvLVcBP9nonZjiVh4_hURp8IKqApmgZ4t0Tz19U4 Scale = 1:13.0 1 2 3 4 5 11 10 9 8 7 6 12 1.5x3 1.5x3 1.5x3 1.5x3 1-0-0 1-0-0 1-0-12 0-0-12 5-7-8 4-6-12 7-0-0 1-4-8 0-9-0 1-3-0 1-9-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.71 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.08 -0.00 (loc) 8 7-8 6 l/defl >999 >927 n/a L/d 360 240 n/a PLATES MT20 Weight: 39 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS. (size) 6=Mechanical, 10=0-3-8 Max Grav 6=266(LC 4), 10=852(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-275/0, 1-2=0/332 BOT CHORD 9-10=-332/0 WEBS 2-10=-492/0, 1-10=-565/0, 2-9=0/681, 3-9=-270/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-370 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-370 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-5=-20 Concentrated Loads (lb) Vert: 1=-370 Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F06 Truss Type Floor Qty 3 Ply 1 Job Reference (optional) T24532102 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:53 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-rQxdvLVcBP9nonZjiVh4_hURp8IKqApmgZ4t0Tz19U4 LOAD CASE(S) Standard 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-370 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-5=-20 Concentrated Loads (lb) Vert: 1=-370 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-370 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-4=-100, 4-5=-20 Concentrated Loads (lb) Vert: 1=-370 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-3=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-370 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-20, 2-4=-100, 4-5=-20 Concentrated Loads (lb) Vert: 1=-370 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-2=-100, 2-3=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-370 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss F07 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T24532103 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:54 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-JcV06hWFyiHeQx7vFCDJXu1fTYflZa_wvDqQZvz19U3 Scale = 1:17.1 1 2 3 4 5 11 10 9 8 7 6 12 13 14 3x4 1.5x3 4x6 1.5x3 4x6 4x6 3x6 3x6 3x6 4x6 6x8 3x4 THA422 THA422 THA422 THA422 9-4-4 9-4-4 1-3-0 2-2-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [4:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.63 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.02 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 6=0-1-12 Max Grav 11=811(LC 1), 6=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-809/0, 5-6=-905/0, 1-2=-822/0, 2-3=-1696/0, 3-4=-1696/0, 4-5=-826/0 BOT CHORD 9-10=0/1519, 8-9=0/1696, 7-8=0/1696 WEBS 1-10=0/1061, 2-10=-947/0, 2-9=0/347, 5-7=0/1096, 4-7=-1133/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-2-4 from the left end to 8-1-12 to connect truss(es) to front face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-100 Concentrated Loads (lb) Vert: 3=-166(F) 12=-166(F) 13=-166(F) 14=-220(F) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F08 Truss Type Floor Qty 6 Ply 1 Job Reference (optional) T24532104 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:55 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-np3OK1Xtj0PV15i6pwkZ46ao3y_zI5138tZz5Lz19U2 Scale = 1:17.1 1 2 3 4 5 11 10 9 8 7 6 12 1.5x3 1.5x3 3x6 3x6 9-4-4 9-4-4 1-3-0 2-2-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.70 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.12 0.01 (loc) 9-10 9-10 6 l/defl >999 >908 n/a L/d 360 240 n/a PLATES MT20 Weight: 51 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 6=0-1-12 Max Grav 11=498(LC 1), 6=504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-501/0, 5-6=-491/0, 1-2=-456/0, 2-3=-907/0, 3-4=-907/0, 4-5=-429/0 BOT CHORD 9-10=0/820, 8-9=0/907, 7-8=0/907 WEBS 1-10=0/584, 2-10=-507/0, 2-9=0/284, 5-7=0/582, 4-7=-637/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F09 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T24532105 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:55 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-np3OK1Xtj0PV15i6pwkZ46aqey1qI6w38tZz5Lz19U2 Scale = 1:11.2 1 2 3 4 9 8 7 6 5 10 3x4 1.5x3 1.5x3 3x4 3x4 3x4 3x4 3x4 1.5x3 1.5x3 4-7-8 4-7-8 6-0-0 1-4-8 1-3-0 1-7-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.45 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 33 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 5=Mechanical Max Grav 9=313(LC 1), 5=320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-339/0, 4-5=-323/0, 1-2=-368/0, 2-3=-368/0 BOT CHORD 7-8=0/368, 6-7=0/368 WEBS 4-6=0/300, 1-8=0/466 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F10 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T24532106 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:56 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-F?dmXNYVUKXMfFHINdFocJ65DMTp1a5DMXJXdoz19U1 Scale = 1:9.4 1 2 3 4 8 7 6 5 9 3x4 1.5x3 1.5x3 3x4 3x4 3x4 1.5x3 3x4 1.5x3 3-10-0 3-10-0 1-3-0 0-8-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.08 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 24 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=Mechanical Max Grav 8=194(LC 1), 5=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F11 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24532107 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:57 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-kBB8ljY7FdfDHOsUxLm19XfGDmq8m2KMbB249Ez19U0 Scale = 1:9.4 1 2 3 4 8 7 6 5 9 3x4 1.5x3 1.5x3 3x4 1.5x3 3x4 1.5x3 1.5x3 1.5x3 1-6-12 1-6-12 2-10-12 1-4-0 3-10-0 0-11-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-10-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F12 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T24532108 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:57 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-kBB8ljY7FdfDHOsUxLm19XfG_mp_m1JMbB249Ez19U0 Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 3x4 3x4 1.5x3 3x4 1.5x3 3x4 3x4 1.5x3 3x4 1.5x3 4-1-0 4-1-0 1-3-0 0-10-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.09 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 26 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=0-3-8 Max Grav 8=205(LC 1), 5=205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F13 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24532109 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:47:58 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-COlWy3Zl0xn4uYRhU2HGhkCR19AOVVaVqqoeigz19U? Scale = 1:30.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 3x4 3x4 3x4 1-0-12 1-0-12 2-4-12 1-4-0 3-8-12 1-4-0 5-0-12 1-4-0 6-4-12 1-4-0 7-8-12 1-4-0 9-0-12 1-4-0 10-4-12 1-4-0 11-8-12 1-4-0 13-0-12 1-4-0 14-4-12 1-4-0 15-8-12 1-4-0 17-0-12 1-4-0 18-7-8 1-6-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [15:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-7-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F14 Truss Type Floor Qty 5 Ply 1 Job Reference (optional) T24532110 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:00 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-8msHNkb?YY1n8sb3cTJkn9HeCzfPzGgoH8HklZz19Tz Scale = 1:31.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 2x4 3x4 4x6 1.5x3 4x6 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x6 1.5x3 3x6 1.5x3 3x4 3x4 3x4 1.5x3 1.5x3 1-4-8 1-4-8 3-10-8 2-6-0 14-7-8 10-9-0 17-1-8 2-6-0 18-7-8 1-6-0 1-3-0 1-6-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [11:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.87 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.40 0.07 (loc) 15-16 15-16 12 l/defl >767 >555 n/a L/d 360 240 n/a PLATES MT20 Weight: 98 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 21=Mechanical, 12=0-3-8 Max Grav 21=1014(LC 1), 12=1008(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1007/0, 11-12=-1003/0, 1-2=-983/0, 2-3=-2514/0, 3-4=-3485/0, 4-5=-3485/0, 5-6=-3825/0, 6-7=-3825/0, 7-8=-3518/0, 8-9=-3518/0, 9-10=-2541/0, 10-11=-1029/0 BOT CHORD 19-20=0/1901, 18-19=0/3095, 17-18=0/3825, 16-17=0/3825, 15-16=0/3766, 14-15=0/3122, 13-14=0/1937 WEBS 11-13=0/1328, 1-20=0/1336, 10-13=-1263/0, 2-20=-1277/0, 10-14=0/839, 2-19=0/853, 9-14=-808/0, 3-19=-809/0, 9-15=0/538, 3-18=0/530, 7-15=-373/0, 5-18=-723/22, 7-16=-223/431 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F15 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T24532111 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:00 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-8msHNkb?YY1n8sb3cTJkn9HfKzg8zGnoH8HklZz19Tz Scale = 1:30.7 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 4x6 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x6 1.5x3 3x6 1.5x3 3x4 3x4 3x4 1.5x3 1.5x3 1-4-8 1-4-8 3-10-8 2-6-0 14-5-15 10-7-7 16-11-15 2-6-0 18-4-7 1-4-8 1-3-0 1-4-7 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.83 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.38 0.06 (loc) 15-16 15-16 12 l/defl >797 >577 n/a L/d 360 240 n/a PLATES MT20 Weight: 96 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 21=Mechanical, 12=Mechanical Max Grav 21=1003(LC 1), 12=1003(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-996/0, 11-12=-997/0, 1-2=-971/0, 2-3=-2481/0, 3-4=-3431/0, 4-5=-3431/0, 5-6=-3749/0, 6-7=-3749/0, 7-8=-3445/0, 8-9=-3445/0, 9-10=-2477/0, 10-11=-972/0 BOT CHORD 19-20=0/1878, 18-19=0/3051, 17-18=0/3749, 16-17=0/3749, 15-16=0/3691, 14-15=0/3054, 13-14=0/1877 WEBS 11-13=0/1322, 1-20=0/1320, 10-13=-1259/0, 2-20=-1261/0, 10-14=0/835, 2-19=0/838, 9-14=-802/0, 3-19=-794/0, 9-15=0/532, 3-18=0/517, 7-15=-367/0, 5-18=-685/34, 7-16=-218/416 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F16 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T24532112 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:01 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-cyQfa4beJs9el0AFAArzJNqqLN_vij4yWo1IH?z19Ty Scale = 1:30.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x4 2x4 1.5x3 4x6 4x6 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x6 1.5x3 3x4 3x4 3x4 3x4 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 6-6-0 2-6-0 14-5-15 7-11-15 16-11-15 2-6-0 18-4-7 1-4-8 1-3-0 1-4-7 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.86 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.37 0.06 (loc) 14-15 14-15 11 l/defl >815 >588 n/a L/d 360 240 n/a PLATES MT20 Weight: 96 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 20=0-3-8, 11=Mechanical Max Grav 20=994(LC 1), 11=1000(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-988/0, 10-11=-994/0, 1-2=-1011/0, 2-3=-2503/0, 3-4=-3389/0, 4-5=-3727/0, 5-6=-3727/0, 6-7=-3426/0, 7-8=-3426/0, 8-9=-2467/0, 9-10=-969/0 BOT CHORD 18-19=0/1905, 17-18=0/3070, 16-17=0/3727, 15-16=0/3727, 14-15=0/3670, 13-14=0/3040, 12-13=0/1870 WEBS 10-12=0/1316, 1-19=0/1305, 9-12=-1254/0, 2-19=-1244/0, 9-13=0/830, 2-18=0/831, 8-13=-797/0, 3-18=-790/0, 8-14=0/526, 3-17=0/515, 6-14=-369/0, 4-17=-633/0, 6-15=-227/420 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F17 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T24532113 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:02 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-49_1oQcG4AIVNAlSjuMCsaM?fnKARBl5lSmrqRz19Tx Scale = 1:27.1 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 1.5x3 1.5x3 4x4 4x4 4x6 4x6 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 9-7-15 5-7-15 12-1-15 2-6-0 14-7-15 2-6-0 16-0-7 1-4-8 1-3-0 1-7-15 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [8:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.85 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.24 0.04 (loc) 12-13 12-13 9 l/defl >999 >783 n/a L/d 360 240 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 17=0-3-8, 9=Mechanical Max Grav 17=865(LC 1), 9=872(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-862/0, 8-9=-866/0, 1-2=-870/0, 2-3=-2077/0, 3-4=-2821/0, 4-5=-2821/0, 5-6=-2703/0, 6-7=-2071/0, 7-8=-827/0 BOT CHORD 15-16=0/1629, 14-15=0/2522, 13-14=0/2821, 12-13=0/2821, 11-12=0/2525, 10-11=0/1594 WEBS 8-10=0/1125, 1-16=0/1123, 7-10=-1066/0, 2-16=-1055/0, 7-11=0/663, 2-15=0/624, 6-11=-632/0, 3-15=-618/0, 6-12=0/352, 3-14=0/610, 5-12=-396/96, 4-14=-250/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F18 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T24532114 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:03 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-YLYP?mdurTQM?JJeHbtROov9yAffAeuFz6WPMuz19Tw Scale = 1:27.5 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 1.5x3 4x4 1.5x3 4x4 4x6 4x6 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 9-9-8 5-9-8 12-3-8 2-6-0 14-9-8 2-6-0 16-3-8 1-6-0 1-3-0 1-9-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [8:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.90 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.26 0.04 (loc) 12-13 12-13 9 l/defl >999 >745 n/a L/d 360 240 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 17=0-3-8, 9=0-3-8 Max Grav 17=876(LC 1), 9=876(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-873/0, 8-9=-871/0, 1-2=-883/0, 2-3=-2110/0, 3-4=-2886/0, 4-5=-2886/0, 5-6=-2768/0, 6-7=-2127/0, 7-8=-877/0 BOT CHORD 15-16=0/1652, 14-15=0/2566, 13-14=0/2886, 12-13=0/2886, 11-12=0/2586, 10-11=0/1647 WEBS 8-10=0/1131, 1-16=0/1139, 7-10=-1071/0, 2-16=-1069/0, 7-11=0/668, 2-15=0/637, 6-11=-639/0, 3-15=-635/0, 6-12=0/361, 3-14=0/641, 5-12=-407/100, 4-14=-268/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss F19 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24532115 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:04 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-0X6oD6eWbnYDcTuqrJOgx?STVaDovD3OCmFyuKz19Tv Scale = 1:27.0 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 3x4 3x4 3x4 3x4 3x4 3x4 1-6-12 1-6-12 2-10-12 1-4-0 4-2-12 1-4-0 5-6-12 1-4-0 6-10-12 1-4-0 8-1-12 1-3-0 9-4-12 1-3-0 10-8-12 1-4-0 12-0-12 1-4-0 13-4-12 1-4-0 14-8-12 1-4-0 16-3-8 1-6-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [13:0-1-8,Edge], [15:0-1-8,Edge], [25:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26,14-15. REACTIONS.All bearings 16-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 15, 20, 16, 17, 18, 19, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss HJ01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24532116 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:05 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-VkgAQSf8M4g4EdT1P0vvTD_cU_Y3egrXRQ?VQmz19Tu Scale = 1:9.2 1 2 3 4 3x4 2-8-7 2-8-7 -1-10-10 1-10-10 2-8-7 2-8-7 0-4-11-1-100-9-81-1-103.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.21 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-9, 4=Mechanical Max Horz 2=80(LC 8) Max Uplift 3=-33(LC 12), 2=-207(LC 8) Max Grav 3=39(LC 1), 2=227(LC 1), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3 and 207 lb uplift at joint 2. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss HJ02 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T24532117 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:06 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-zwEYeofm7Ooxsn2DykQ80QXjWOpPN3Ehg4k3zDz19Tt Scale = 1:21.5 1 2 3 7 6 11 12 13 4 14 15 16 53x4 3x4 2x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-2-3 5-2-3 9-9-5 4-7-2 -1-10-10 1-10-10 5-2-3 5-2-3 9-9-5 4-7-2 0-4-13-2-103.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.39 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=183(LC 4) Max Uplift 4=-100(LC 4), 2=-338(LC 4), 5=-177(LC 8) Max Grav 4=124(LC 1), 2=438(LC 1), 5=268(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-726/433 BOT CHORD 2-7=-514/670, 6-7=-514/670 WEBS 3-6=-713/547 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 4, 338 lb uplift at joint 2 and 177 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-10 Concentrated Loads (lb) Vert: 12=-70(F=-37, B=-32) 14=30(F=15, B=15) 15=-11(F=-5, B=-5) 16=-55(F=-30, B=-25) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss HJ02T Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24532118 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:08 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-vJLI2Uh1f?2f55Cc48Tc5rc6EBQ_r_?_7OD915z19Tr Scale = 1:22.5 1 2 3 4 5 11 10 9 8 15 16 17 6 18 19 20 7 3x4 3x6 3x6 4x4 2x4 4x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-2-2 3-2-2 6-3-15 3-1-13 9-9-5 3-5-5 -1-10-10 1-10-10 2-0-5 2-0-5 3-2-2 1-1-13 6-3-15 3-1-13 9-9-5 3-5-5 0-4-13-2-102-8-102-10-80-6-03.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.70 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.10 -0.03 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-4-9, 7=Mechanical Max Horz 2=183(LC 4) Max Uplift 6=-54(LC 10), 2=-361(LC 4), 7=-237(LC 8) Max Grav 6=75(LC 1), 2=456(LC 1), 7=326(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/529, 3-4=-744/487, 4-5=-786/531 BOT CHORD 2-11=-612/729, 9-10=-1100/1362, 8-9=-587/747 WEBS 4-9=-621/517, 5-9=-182/275, 5-8=-817/643 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 6, 361 lb uplift at joint 2 and 237 lb uplift at joint 7. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 11-12=-10, 7-10=-10 Concentrated Loads (lb) Vert: 16=-36(F=-18, B=-18) 18=30(F=15, B=15) 19=-48(F=-24, B=-24) 20=-77(F=-39, B=-39) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24532119 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:09 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-NVvhGpifQJAWjEnoes_re39J5bwKaUI7M2zjaXz19Tq Scale = 1:37.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 184x8 3x4 4x4 4x8 3x4 3x6 3x4 3x4 19-11-0 19-11-0 -1-4-0 1-4-0 9-11-8 9-11-8 19-11-0 9-11-8 21-3-0 1-4-0 0-4-14-2-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-3-13,Edge], [16:0-3-8,Edge], [16:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 2=-99(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 26, 27, 29, 22, 21, 20, 19 except 2=-109(LC 8), 16=-112(LC 9), 18=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 23, 24, 25, 26, 27, 29, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 25, 26, 27, 29, 22, 21, 20, 19 except (jt=lb) 2=109, 16=112, 18=104. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T02 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T24532120 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:11 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-Ju1RhVjvywQDyYxAlH0JjUEbhPSf2L5QpMSqeQz19To Scale = 1:36.6 1 2 3 4 5 6 7 8 4x4 5x8 4x4 2x4 2x4 4x4 9-11-8 9-11-8 19-11-0 9-11-8 -1-4-0 1-4-0 5-3-10 5-3-10 9-11-8 4-7-14 14-7-6 4-7-14 19-11-0 5-3-10 21-3-0 1-4-0 0-4-14-5-130-4-15.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.70 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.03 (loc) 8-11 8-14 6 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=-107(LC 13) Max Uplift 2=-361(LC 12), 6=-361(LC 13) Max Grav 2=712(LC 1), 6=712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1244/601, 3-4=-903/400, 4-5=-903/400, 5-6=-1244/602 BOT CHORD 2-8=-571/1125, 6-8=-465/1125 WEBS 4-8=-149/446, 5-8=-389/345, 3-8=-389/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) except (jt=lb) 2=361, 6=361. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T04 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24532121 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:12 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-n4bpurkXjEY4aiWNJ_XYGhnkNprzneKZ20BNAsz19Tn Scale = 1:24.7 1 2 3 4 5 8 7 6 12 13 14 15 16 17 18 19 20 21 4x8 3x4 4x4 3x4 2x4 4x4 4x4 Special NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED 2-0-0 2-0-0 7-6-0 5-6-0 13-3-8 5-9-8 -1-4-0 1-4-0 2-0-0 2-0-0 7-7-12 5-7-12 13-3-8 5-7-12 0-4-11-2-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.50 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.19 0.02 (loc) 7-8 7-8 6 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-13 oc bracing. REACTIONS. (size) 6=0-3-8, 2=0-3-8 Max Horz 2=70(LC 8) Max Uplift 6=-245(LC 5), 2=-289(LC 4) Max Grav 6=417(LC 23), 2=500(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/520, 3-4=-1568/922 BOT CHORD 2-8=-498/872, 7-8=-494/881, 6-7=-922/1568 WEBS 3-7=-447/715, 4-6=-1422/836 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=245, 2=289. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 40 lb up at 2-0-0 on top chord, and 26 lb down and 2 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 6-9=-10 Concentrated Loads (lb) Vert: 8=2(F) 17=0(F) 18=0(F) 19=0(F) 20=0(F) 21=0(F) "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T05 Truss Type HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24532122 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:17 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-81OixYogYmANgTOK6X7jzlUh?qcKS5wIBIv8s4z19Ti Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4x4 3x6 4x8 3x4 3x6 3x8 2x4 3x8 2x4 3x8 2x4 2x4 3x8 2x4 3x8 3x4 2x4 3x6 3x4 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 10-10-7 3-10-7 14-7-2 3-8-11 18-3-14 3-8-11 22-0-9 3-8-11 25-11-0 3-10-7 32-11-0 7-0-0 -1-4-0 1-4-0 3-9-14 3-9-14 7-0-0 3-2-2 10-10-7 3-10-7 14-7-2 3-8-11 18-3-14 3-8-11 22-0-9 3-8-11 25-11-0 3-10-7 29-1-2 3-2-2 32-11-0 3-9-14 34-3-0 1-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [10:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.11 0.24 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.27 0.07 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 513 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 12=0-3-8 Max Horz 2=79(LC 8) Max Uplift 2=-1426(LC 8), 12=-1420(LC 9) Max Grav 2=2269(LC 1), 12=2262(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5213/3297, 3-4=-5063/3221, 4-5=-4736/3053, 5-6=-6805/4390, 6-7=-6805/4390, 7-9=-6089/3932, 9-10=-6089/3932, 10-11=-5042/3205, 11-12=-5195/3283 BOT CHORD 2-21=-3029/4762, 20-21=-3828/6102, 18-20=-3828/6102, 17-18=-4270/6799, 15-17=-4270/6799, 14-15=-2878/4662, 12-14=-2939/4747 WEBS 4-21=-1013/1650, 5-21=-1781/1144, 5-20=-158/301, 5-18=-588/926, 7-17=-162/351, 7-15=-936/601, 10-15=-1176/1833, 10-14=-329/548 NOTES- 1) 3-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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1426, 12=1420. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 153 lb up at 7-0-0, and 113 lb down and 155 lb up at 25-11-0 on top chord, and 396 lb down and 290 lb up at 7-0-0, and 386 lb down and 282 lb up at 25-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T05 Truss Type HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24532122 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:17 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-81OixYogYmANgTOK6X7jzlUh?qcKS5wIBIv8s4z19Ti LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 22-25=-10 Concentrated Loads (lb) Vert: 4=-64(F) 10=-66(F) 21=-396(F) 5=-19(F) 20=-132(F) 9=-19(F) 15=-132(F) 14=-386(F) 28=-16(F) 29=-19(F) 30=-19(F) 31=-19(F) 32=-19(F) 33=-19(F) 34=-19(F) 35=-142(F) 36=-132(F) 37=-132(F) 38=-132(F) 39=-132(F) 40=-132(F) 41=-132(F) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss T06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24532123 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:19 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-4QWTMEpw3OR5wnYjDy9B2AZvQdBlwyPbfcOFwyz19Tg Scale = 1:58.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 4x6 4x4 3x6 3x8 2x4 2x4 3x8 3x8 2x4 3x6 4x4 9-0-0 9-0-0 16-5-8 7-5-8 23-11-0 7-5-8 32-11-0 9-0-0 -1-4-0 1-4-0 4-9-14 4-9-14 9-0-0 4-2-2 16-5-8 7-5-8 23-11-0 7-5-8 28-1-2 4-2-2 32-11-0 4-9-14 34-3-0 1-4-0 0-4-14-1-10-4-14-1-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.69 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.35 0.11 (loc) 12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 1 Row at midpt 5-14, 5-10 REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=98(LC 12) Max Uplift 2=-575(LC 12), 8=-575(LC 13) Max Grav 2=1128(LC 1), 8=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2314/1147, 3-4=-2032/1019, 4-5=-1853/979, 5-6=-1853/979, 6-7=-2032/1019, 7-8=-2314/1148 BOT CHORD 2-14=-1067/2109, 12-14=-1148/2357, 10-12=-1148/2357, 8-10=-970/2109 WEBS 3-14=-302/273, 4-14=-182/471, 5-14=-678/383, 5-10=-678/383, 6-10=-181/471, 7-10=-302/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=575, 8=575. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24532124 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:20 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-Yc4raaqYqhZyXx7vnggQaN66K1SFfN1luG7oSPz19Tf Scale = 1:58.3 1 2 3 4 5 6 7 8 9 13 12 11 10 4x6 4x6 3x6 3x6 3x8 2x4 3x4 3x8 2x4 3x6 3x6 11-0-0 11-0-0 21-11-0 10-11-0 32-11-0 11-0-0 -1-4-0 1-4-0 5-9-14 5-9-14 11-0-0 5-2-2 16-5-8 5-5-8 21-11-0 5-5-8 27-1-2 5-2-2 32-11-0 5-9-14 34-3-0 1-4-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.93 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.49 0.10 (loc) 10-19 10-19 8 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=117(LC 12) Max Uplift 2=-572(LC 12), 8=-572(LC 13) Max Grav 2=1128(LC 1), 8=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2273/1125, 3-4=-1887/886, 4-5=-1698/861, 5-6=-1698/861, 6-7=-1887/886, 7-8=-2273/1126 BOT CHORD 2-13=-1057/2070, 10-13=-828/1885, 8-10=-941/2070 WEBS 3-13=-423/379, 4-13=-177/447, 5-13=-369/258, 5-10=-369/257, 6-10=-176/447, 7-10=-423/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=572, 8=572. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24532125 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:21 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-1peDnwrAb?hp94i5LNCf7bfD5RtKOniu6vtL?rz19Te Scale = 1:58.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 4x8 5x6 3x4 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 3x4 6-9-14 6-9-14 13-0-0 6-2-2 19-11-0 6-11-0 26-1-2 6-2-2 32-11-0 6-9-14 -1-4-0 1-4-0 6-9-14 6-9-14 13-0-0 6-2-2 19-11-0 6-11-0 26-1-2 6-2-2 32-11-0 6-9-14 34-3-0 1-4-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-5-4,0-2-0], [5:0-3-0,0-2-4], [7:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.62 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.27 0.10 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-9 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=135(LC 12) Max Uplift 2=-569(LC 12), 7=-569(LC 13) Max Grav 2=1128(LC 1), 7=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2268/1070, 3-4=-1725/804, 4-5=-1536/795, 5-6=-1725/804, 6-7=-2267/1070 BOT CHORD 2-14=-1013/2041, 12-14=-1013/2041, 10-12=-624/1536, 9-10=-879/2041, 7-9=-879/2041 WEBS 3-12=-567/431, 4-12=-137/355, 5-10=-122/355, 6-10=-566/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=569, 7=569. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T09 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24532126 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-zBlzCcsR7cxXOOrUSoE7C0kaqEYnscyBaDMS3kz19Tc Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 3x6 4x8 4x6 3x6 4x4 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 4x4 7-9-14 7-9-14 15-0-0 7-2-2 17-11-0 2-11-0 25-1-2 7-2-2 32-11-0 7-9-14 -1-4-0 1-4-0 7-9-14 7-9-14 15-0-0 7-2-2 17-11-0 2-11-0 25-1-2 7-2-2 32-11-0 7-9-14 34-3-0 1-4-0 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.68 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.26 0.10 (loc) 16-19 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. REACTIONS. (size) 2=0-3-8, 9=0-3-8 Max Horz 2=-154(LC 13) Max Uplift 2=-566(LC 12), 9=-566(LC 13) Max Grav 2=1128(LC 1), 9=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2230/1035, 3-5=-1568/714, 5-6=-1376/718, 6-8=-1569/714, 8-9=-2229/1036 BOT CHORD 2-16=-990/2000, 14-16=-990/2000, 12-14=-522/1375, 11-12=-836/2000, 9-11=-836/2000 WEBS 3-14=-697/517, 5-14=-176/333, 6-12=-174/334, 8-12=-696/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=566, 9=566. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T10 Truss Type HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24532127 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:28 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-J9ZsFJwZy9ZpV9kSFLqIv3RUPFD8XxZwjV3Dkxz19TX Scale = 1:57.8 2 3 4 5 6 7 8 9 15 14 13 12 11 10 1 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 5x8 3x6 4x8 5x6 6x8 2x4 3x4 3x6 2x4 3x4 6x8 2x4 3x4 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 2-3-8 2-3-8 7-0-0 4-8-8 12-3-8 5-3-8 19-1-4 6-9-12 25-11-0 6-9-12 32-11-0 7-0-0 -1-4-0 1-4-0 2-3-8 2-3-8 7-0-0 4-8-8 12-3-8 5-3-8 19-1-4 6-9-12 25-11-0 6-9-12 32-11-0 7-0-0 34-3-0 1-4-0 0-4-13-3-10-4-10-6-03-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [7:0-5-4,0-2-0], [14:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.80 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.50 0.15 (loc) 11-13 11-13 8 l/defl >923 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 478 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 8=0-3-8 Max Horz 1=-91(LC 13) Max Uplift 1=-1396(LC 8), 8=-1414(LC 9) Max Grav 1=2207(LC 1), 8=2256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-845/572, 2-3=-6079/3894, 3-4=-7719/5009, 4-5=-7495/4867, 5-7=-6807/4412, 7-8=-5136/3229 BOT CHORD 2-15=-3611/5674, 14-15=-3645/5727, 13-14=-166/325, 4-14=-342/285, 11-13=-1134/1828, 10-11=-2911/4704, 8-10=-2895/4674 WEBS 3-15=-574/892, 3-14=-1442/2261, 11-14=-3205/5038, 5-14=-562/707, 5-11=-743/556, 7-11=-1516/2388, 7-10=-340/621 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf 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. 9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1396, 8=1414. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T10 Truss Type HIP GIRDER Qty 1 Ply 3 Job Reference (optional) T24532127 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:28 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-J9ZsFJwZy9ZpV9kSFLqIv3RUPFD8XxZwjV3Dkxz19TX NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 75 lb up at 7-0-0, and 113 lb down and 155 lb up at 25-11-0 on top chord, and 466 lb down and 366 lb up at 7-0-0, and 386 lb down and 282 lb up at 25-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-17=-65, 3-17=-54, 3-7=-54, 7-9=-54, 14-16=-10, 13-19=-10 Concentrated Loads (lb) Vert: 3=-1(B) 7=-66(B) 15=-466(B) 10=-386(B) 24=-19(B) 25=-19(B) 26=-19(B) 27=-19(B) 28=-19(B) 29=-19(B) 30=-19(B) 31=-154(B) 32=-154(B) 33=-132(B) 34=-132(B) 35=-132(B) 36=-132(B) 37=-132(B) 38=-132(B) 39=-132(B) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss T11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24532128 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:29 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-oL6ESfxCjShg6JJep3LXSG_frfXyGNK4y9pnHNz19TW Scale = 1:57.8 2 3 4 5 6 7 8 9 15 14 13 12 11 10 1 22 5x8 4x8 5x8 2x4 3x4 3x6 2x4 7x8 3x4 6x8 3x4 2x4 4x4 2-3-8 2-3-8 9-0-0 6-8-8 12-3-8 3-3-8 18-1-4 5-9-12 23-11-0 5-9-12 32-11-0 9-0-0 -1-4-0 1-4-0 2-3-8 2-3-8 9-0-0 6-8-8 12-3-8 3-3-8 18-1-4 5-9-12 23-11-0 5-9-12 28-1-2 4-2-2 32-11-0 4-9-14 34-3-0 1-4-0 0-4-14-1-10-4-10-6-04-1-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [6:0-5-4,0-2-0], [14:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.95 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.52 0.19 (loc) 15-18 15-18 8 l/defl >999 >753 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1, 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. Except: 5-10-0 oc bracing: 2-15 REACTIONS. (size) 1=0-3-8, 8=0-3-8 Max Horz 1=-110(LC 17) Max Uplift 1=-515(LC 12), 8=-573(LC 13) Max Grav 1=1055(LC 1), 8=1126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/241, 2-3=-2339/1145, 3-4=-2421/1304, 4-5=-2398/1294, 5-6=-2274/1239, 6-7=-2018/1012, 7-8=-2310/1149 BOT CHORD 2-15=-975/2148, 14-15=-976/2157, 11-13=-234/535, 10-11=-807/1827, 8-10=-972/2107 WEBS 3-15=-47/271, 3-14=-269/503, 11-14=-873/1759, 5-11=-447/306, 6-11=-344/632, 6-10=-74/292, 7-10=-317/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=515, 8=573. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24532129 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:31 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-kkE?tLzSE4xOMdS0wUN?Xh3?LTDykIxMPTItLGz19TU Scale = 1:57.8 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 1 24 7x8 4x6 5x8 6x8 2x4 2x4 3x6 3x4 2x4 5x6 3x8 3x8 3x4 2x4 3x4 2-3-8 2-3-8 7-3-8 5-0-0 12-3-8 5-0-0 17-1-4 4-9-12 21-11-0 4-9-12 27-1-2 5-2-2 32-11-0 5-9-14 -1-4-0 1-4-0 2-3-8 2-3-8 6-7-12 4-4-4 11-0-0 4-4-4 12-3-8 1-3-8 17-1-4 4-9-12 21-11-0 4-9-12 27-1-2 5-2-2 32-11-0 5-9-14 34-3-0 1-4-0 0-4-14-11-10-4-10-6-04-11-15.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-13], [9:0-3-0,0-1-8], [16:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.92 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.34 0.16 (loc) 17-20 16-17 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 2-16: 2x4 SP No.1, 5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 1=0-3-8, 9=0-3-8 Max Horz 1=-129(LC 17) Max Uplift 1=-512(LC 12), 9=-571(LC 13) Max Grav 1=1055(LC 1), 9=1126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/259, 2-3=-2772/1337, 3-4=-2717/1376, 4-5=-1952/997, 5-6=-1935/992, 6-7=-1674/865, 7-8=-1859/895, 8-9=-2302/1100 BOT CHORD 2-17=-1280/2613, 16-17=-790/1834, 14-15=-133/311, 12-14=-807/1874, 11-12=-917/2080, 9-11=-917/2080 WEBS 3-17=-571/416, 4-17=-528/886, 4-16=-206/445, 14-16=-677/1572, 6-12=-394/215, 7-12=-188/450, 8-12=-467/354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=512, 9=571. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T13 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24532130 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:32 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-CwoN5hz4?N3Fzn1DUBuE4vc6gtcmTluWe71Ruiz19TT Scale = 1:57.8 2 3 4 5 6 7 8 9 15 14 13 12 11 10 1 22 7x8 5x6 5x8 2x4 3x4 3x6 3x4 2x4 5x12 6x8 3x4 2x4 3x4 2-3-8 2-3-8 7-3-8 5-0-0 12-3-8 5-0-0 19-11-0 7-7-8 26-1-2 6-2-2 32-11-0 6-9-14 -1-4-0 1-4-0 2-3-8 2-3-8 7-3-8 5-0-0 12-3-8 5-0-0 13-0-0 0-8-8 19-11-0 6-11-0 26-1-2 6-2-2 32-11-0 6-9-14 34-3-0 1-4-0 0-4-15-9-10-4-10-6-05-9-15.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-13], [6:0-3-0,0-2-4], [8:0-3-0,0-1-8], [11:0-5-8,0-2-4], [14:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.75 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.35 0.17 (loc) 15-18 15-18 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1, 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size) 1=0-3-8, 8=0-3-8 Max Horz 1=-148(LC 17) Max Uplift 1=-510(LC 12), 8=-568(LC 13) Max Grav 1=1055(LC 1), 8=1126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/277, 2-3=-2696/1283, 3-4=-1942/910, 4-5=-1767/904, 5-6=-1530/788, 6-7=-1711/795, 7-8=-2261/1068 BOT CHORD 2-15=-1236/2527, 14-15=-1236/2527, 11-13=-136/357, 10-11=-876/2035, 8-10=-876/2035 WEBS 3-14=-900/577, 11-14=-538/1285, 5-14=-282/468, 5-11=-286/206, 6-11=-121/354, 7-11=-573/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=510, 8=568. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T14 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T24532131 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:34 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-8Jw7WM?KX?KzD4Bbbcwi9KhXogIsxfop6RWYybz19TR Scale = 1:57.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 4x4 3x6 3x4 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x4 8-6-10 8-6-10 16-5-8 7-10-14 24-4-6 7-10-14 32-11-0 8-6-10 -1-4-0 1-4-0 5-11-1 5-11-1 11-2-4 5-3-4 16-5-8 5-3-4 21-8-12 5-3-4 26-11-15 5-3-4 32-11-0 5-11-1 34-3-0 1-4-0 0-4-17-2-50-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [10:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.65 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.28 0.10 (loc) 14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=-168(LC 13) Max Uplift 2=-563(LC 12), 10=-563(LC 13) Max Grav 2=1128(LC 1), 10=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2275/1083, 3-5=-2044/973, 5-6=-1432/689, 6-7=-1432/689, 7-9=-2044/973, 9-10=-2275/1083 BOT CHORD 2-16=-1067/2067, 14-16=-763/1670, 12-14=-596/1670, 10-12=-900/2067 WEBS 6-14=-360/794, 7-14=-548/428, 7-12=-174/374, 9-12=-312/293, 5-14=-548/428, 5-16=-174/374, 3-16=-312/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) except (jt=lb) 2=563, 10=563. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T15 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24532132 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Jun 30 14:53:46 2021 Page 1 Builders FirstSource, Jacksonville, Fl 32244 ID:emHL9sHuF8mdpM7yjgCjdhy3px_-DnPsGqriEWt8sYjFjSM4JNDBKX_gyvE3mWR11Xz1473 Scale = 1:11.5 1 2 3 4 2x4 4x4 2x4 2x4 6-3-0 6-3-0 3-1-8 3-1-8 6-3-0 3-1-8 0-0-41-3-140-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=79/6-3-0, 3=79/6-3-0, 4=154/6-3-0 Max Horz 1=23(LC 12) Max Uplift 1=-50(LC 12), 3=-54(LC 13), 4=-53(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1, 54 lb uplift at joint 3 and 53 lb uplift at joint 4. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss T16 Truss Type Common Girder Qty 1 Ply 1 Job Reference (optional) T24532133 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:36 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-4h2ux21b3cagSOL_j1zAElmw1U2lPf75Zl?e1Tz19TP Scale = 1:13.4 1 2 3 411 12 3x4 3x4 2x4 4x4 NAILED NAILED NAILED 3-1-8 3-1-8 6-3-0 3-1-8 3-1-8 3-1-8 6-3-0 3-1-8 0-4-11-7-110-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.43 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.01 (loc) 4-10 4-10 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 3=0-3-8 Max Horz 1=-29(LC 13) Max Uplift 1=-228(LC 8), 3=-255(LC 9) Max Grav 1=457(LC 1), 3=515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-760/366, 2-3=-757/364 BOT CHORD 1-4=-312/688, 3-4=-312/688 WEBS 2-4=-183/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) except (jt=lb) 1=228, 3=255. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 5-8=-10 Concentrated Loads (lb) Vert: 4=-212(B) 11=-148(B) 12=-212(B) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss TG01 Truss Type FLAT GIRDER Qty 1 Ply 3 Job Reference (optional) T24532134 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:37 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-ZubG8O1DqwiX4YwAHkUPmyJxMuJX8_cFoPlCZwz19TO Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x10 3x6 3x10 5x12 2x4 3x10 2x4 4x4 3x4 6x12 MT20HS 2x4 3x4 4x4 2x4 3x10 2x4 5x12 2x4 2x4 2-6-12 2-6-12 4-11-12 2-5-0 7-4-12 2-5-0 9-9-12 2-5-0 12-2-12 2-5-0 14-7-12 2-5-0 17-0-12 2-5-0 19-7-8 2-6-12 2-6-12 2-6-12 4-11-12 2-5-0 7-4-12 2-5-0 9-9-12 2-5-0 12-2-12 2-5-0 14-7-12 2-5-0 17-0-12 2-5-0 19-7-8 2-6-12 1-4-01-4-0Plate Offsets (X,Y)-- [15:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.71 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.62 0.07 0.28 (loc) 15 15 11 15 l/defl >806 >375 n/a >823 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 286 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-18,3-18,3-16,4-15,6-15,7-14,7-12,10-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 19=0-3-8, 11=0-3-8 Max Grav 19=3354(LC 1), 11=3354(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-3198/298, 1-2=-6644/605, 2-3=-6644/605, 3-4=-14335/1305, 4-5=-15216/1386, 5-6=-15139/1378, 6-7=-14322/1304, 7-9=-6644/605, 9-10=-6644/605, 10-11=-3198/298 BOT CHORD 18-19=-27/295, 17-18=-1054/11567, 16-17=-1054/11567, 15-16=-1305/14335, 14-15=-1304/14322, 13-14=-1054/11570, 12-13=-1054/11570, 11-12=-27/295 WEBS 1-18=-629/6914, 2-18=-757/87, 3-18=-5360/489, 3-16=-274/3014, 4-16=-1173/124, 4-15=-88/954, 5-15=-776/87, 6-15=-80/896, 6-14=-1171/123, 7-14=-273/2997, 7-12=-5364/489, 9-12=-756/87, 10-12=-629/6913 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf 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. 9) Bearing at joint(s) 19, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss TG01 Truss Type FLAT GIRDER Qty 1 Ply 3 Job Reference (optional) T24532134 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:37 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-ZubG8O1DqwiX4YwAHkUPmyJxMuJX8_cFoPlCZwz19TO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-337, 11-19=-10 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-297, 11-19=-10 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-10=-196, 11-19=-30 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=38, 11-19=-6 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=38, 11-19=-6 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-208, 11-19=-10 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-208, 11-19=-10 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-43, 11-19=-6 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-43, 11-19=-6 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-146, 11-19=-10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-146, 11-19=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-43, 11-19=-6 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-43, 11-19=-6 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-75, 11-19=-6 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-75, 11-19=-6 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-146, 11-19=-10 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-146, 11-19=-10 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-10=-176, 11-19=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-275, 11-19=-10 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-275, 11-19=-10 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-275, 11-19=-10 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-275, 11-19=-10 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss TG02 Truss Type FLAT GIRDER Qty 1 Ply 3 Job Reference (optional) T24532135 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:39 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-VGj0Z43TMXyFJr4ZO9WtsNOKbh2ucqhYFjEIdoz19TM Scale = 1:22.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 3x4 4x8 3x4 7x8 3x8 6x8 4x4 4x4 3x4 6x8 2x4 2x4 6x8 3x4 4x4 4x4 6x8 3x8 7x8 4x8 1-8-13 1-8-13 3-1-3 1-4-6 4-6-15 1-5-12 6-0-10 1-5-12 7-6-6 1-5-12 9-0-1 1-5-12 10-5-13 1-5-12 11-10-3 1-4-6 13-7-0 1-8-13 1-7-8 1-7-8 3-1-3 1-5-12 4-6-15 1-5-12 6-0-10 1-5-12 7-6-6 1-5-12 9-0-1 1-5-12 10-5-13 1-5-12 11-11-8 1-5-12 13-7-0 1-7-8 1-4-0Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [9:0-3-8,0-1-8], [12:0-3-8,0-4-8], [13:0-3-8,0-4-0], [15:0-3-8,0-4-0], [16:0-3-8,0-4-0], [18:0-3-8,0-4-0], [19:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.47 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.25 0.02 0.12 (loc) 15-16 15-16 11 15-16 l/defl >868 >631 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 20=0-3-8, 11=0-3-8 Max Uplift 20=-1340(LC 4), 11=-1252(LC 4) Max Grav 20=3904(LC 1), 11=3648(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3416/1178, 1-2=-5278/1811, 2-3=-9252/3174, 3-4=-11820/4055, 4-5=-12899/4425, 5-6=-12899/4425, 6-7=-12899/4425, 7-8=-11750/4032, 8-9=-9068/3111, 9-10=-5066/1738, 10-11=-3284/1133 BOT CHORD 19-20=-119/345, 18-19=-1811/5278, 17-18=-3174/9252, 16-17=-4055/11820, 15-16=-4425/12899, 14-15=-4032/11750, 13-14=-3111/9068, 12-13=-1738/5066, 11-12=-111/321 WEBS 1-19=-2017/5880, 2-19=-2595/905, 2-18=-1625/4738, 3-18=-1823/639, 3-17=-1050/3061, 4-17=-854/307, 4-16=-441/1287, 7-15=-469/1369, 7-14=-899/322, 8-14=-1097/3198, 8-13=-1895/664, 9-13=-1637/4771, 9-12=-2627/916, 10-12=-1940/5656 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=1340, 11=1252. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1015 lb down and 348 lb up at 1-5-12, 1015 lb down and 348 lb up at 11-5-12, 1015 lb down and 348 lb up at 9-5-12, 1015 lb down and 348 lb up at 7-5-12, and 1015 lb down and 348 lb up at 5-5-12, and 1015 lb down and 348 lb up at 3-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss TG02 Truss Type FLAT GIRDER Qty 1 Ply 3 Job Reference (optional) T24532135 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:39 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-VGj0Z43TMXyFJr4ZO9WtsNOKbh2ucqhYFjEIdoz19TM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 19=-1015(B) 15=-1015(B) 21=-1015(B) 22=-1015(B) 23=-1015(B) 24=-1015(B) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss TG03 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T24532136 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-zTHPmQ457r46x?flyt16ObxY15IJLHEhUNzsAEz19TL Scale = 1:17.4 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 3x4 4x8 3x4 7x8 4x4 6x8 2x4 2x4 6x8 4x4 7x8 4x8 1-11-8 1-11-8 3-9-4 1-9-12 5-7-0 1-9-12 7-4-12 1-9-12 9-4-4 1-11-8 1-11-8 1-11-8 3-9-4 1-9-12 5-7-0 1-9-12 7-4-12 1-9-12 9-4-4 1-11-8 1-4-0Plate Offsets (X,Y)-- [8:0-3-8,0-4-8], [9:0-3-8,0-4-0], [10:0-3-8,0-4-0], [11:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.84 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.01 0.05 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 12=0-3-8, 7=0-1-12 Max Uplift 12=-778(LC 4), 7=-758(LC 4) Max Grav 12=2268(LC 1), 7=2208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1924/667, 1-2=-3558/1221, 2-3=-5437/1865, 3-4=-5437/1865, 4-5=-5437/1865, 5-6=-3620/1242, 6-7=-1963/681 BOT CHORD 10-11=-1221/3558, 9-10=-1865/5437, 8-9=-1242/3620 WEBS 1-11=-1288/3757, 2-11=-1099/395, 2-10=-740/2125, 5-9=-716/2056, 5-8=-1078/388, 6-8=-1317/3841 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=778, 7=758. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 870 lb down and 299 lb up at 1-7-12, 870 lb down and 299 lb up at 7-7-12, and 870 lb down and 299 lb up at 5-7-12, and 870 lb down and 299 lb up at 3-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss TG03 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T24532136 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:40 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-zTHPmQ457r46x?flyt16ObxY15IJLHEhUNzsAEz19TL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-100, 7-12=-10 Concentrated Loads (lb) Vert: 10=-870(B) 9=-870(B) 8=-870(B) 15=-870(B) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss TG04 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T24532137 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:41 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-Rfrn_m4ju8CzY9DxWaYLxoUhFVc94pHrj1jPihz19TK Scale = 1:17.6 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 3x6 5x6 3x6 6x8 3x6 3x6 2x4 2x4 3x6 3x6 6x8 5x6 1-11-12 1-11-12 3-9-12 1-10-0 5-7-12 1-10-0 7-5-12 1-10-0 9-5-8 1-11-12 1-11-12 1-11-12 3-9-12 1-10-0 5-7-12 1-10-0 7-5-12 1-10-0 9-5-8 1-11-12 1-4-0Plate Offsets (X,Y)-- [8:0-3-8,0-4-0], [11:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.99 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.05 (loc) 9-10 9-10 7 9-10 l/defl >999 >967 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-11,2-10,5-9,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 12=0-3-8, 7=0-4-0 Max Uplift 12=-1110(LC 4), 7=-977(LC 4) Max Grav 12=3235(LC 1), 7=2848(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3048/1053, 1-2=-3788/1300, 2-3=-5991/2055, 3-4=-5991/2055, 4-5=-5991/2055, 5-6=-4099/1406, 6-7=-2173/753 BOT CHORD 10-11=-1300/3788, 9-10=-2055/5991, 8-9=-1406/4099, 7-8=-98/284 WEBS 1-11=-1382/4030, 2-11=-1270/454, 2-10=-864/2485, 5-9=-744/2134, 5-8=-1092/393, 6-8=-1476/4305 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-2-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1110, 7=977. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1015 lb down and 348 lb up at 0-1-12 on top chord, and 1015 lb down and 348 lb up at 2-5-4, 1015 lb down and 348 lb up at 8-5-4, and 1015 lb down and 348 lb up at 6-5-4, and 1015 lb down and 348 lb up at 4-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss TG04 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T24532137 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:41 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-Rfrn_m4ju8CzY9DxWaYLxoUhFVc94pHrj1jPihz19TK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-100, 7-12=-10 Concentrated Loads (lb) Vert: 1=-1015(B) 15=-1015(B) 16=-1015(B) 17=-1015(B) 18=-1015(B) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 2805824 Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 3 Job Reference (optional) T24532138 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:43 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-N2zXPR6_QmShoTNKd?bp0DZzYIMSYeH7ALCWmZz19TI Scale = 1:33.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 4x8 4x8 5x12 3x10 3x10 3x8 6x12 MT20HS 3x8 3x10 5x8 5x12 2-1-5 2-1-5 4-0-14 1-11-9 6-0-6 1-11-9 7-11-15 1-11-9 9-11-8 1-11-9 11-11-1 1-11-9 13-10-10 1-11-9 15-10-2 1-11-9 17-9-11 1-11-9 19-11-0 2-1-5 2-1-5 2-1-5 4-0-14 1-11-9 6-0-6 1-11-9 7-11-15 1-11-9 9-11-8 1-11-9 11-11-1 1-11-9 13-10-10 1-11-9 15-10-2 1-11-9 17-9-11 1-11-9 19-11-0 2-1-5 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-2-4,0-3-0], [17:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.75 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.63 0.08 0.28 (loc) 17 17 12 17 l/defl >807 >375 n/a >829 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 296 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 22=0-3-8, 12=0-3-8 Max Grav 22=3405(LC 1), 12=3405(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-3237/290, 1-2=-5593/491, 2-3=-5593/491, 3-4=-13072/1147, 4-5=-13072/1147, 5-6=-15551/1365, 6-7=-15551/1365, 7-8=-13072/1147, 8-9=-13072/1147, 9-10=-5593/491, 10-11=-5593/491, 11-12=-3237/290 BOT CHORD 21-22=-22/254, 20-21=-892/10165, 19-20=-892/10165, 18-19=-1334/15198, 17-18=-1334/15198, 16-17=-1334/15198, 15-16=-1334/15198, 14-15=-892/10165, 13-14=-892/10165, 12-13=-22/254 WEBS 1-21=-530/6044, 2-21=-577/65, 3-21=-5176/455, 3-19=-288/3290, 4-19=-542/61, 5-19=-2407/212, 5-17=-34/399, 6-17=-522/59, 7-17=-34/399, 7-15=-2407/212, 8-15=-542/61, 9-15=-288/3290, 9-13=-5176/455, 10-13=-577/65, 11-13=-530/6044 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf 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. 10) Bearing at joint(s) 22, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information June 30,2021 Job 2805824 Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 3 Job Reference (optional) T24532138 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 30 07:48:43 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:emHL9sHuF8mdpM7yjgCjdhy3px_-N2zXPR6_QmShoTNKd?bp0DZzYIMSYeH7ALCWmZz19TI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-11=-337, 12-22=-10 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-11=-297, 12-22=-10 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-11=-196, 12-22=-30 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=36, 12-22=-6 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=36, 12-22=-6 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-208, 12-22=-10 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-208, 12-22=-10 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-43, 12-22=-6 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-43, 12-22=-6 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-146, 12-22=-10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-146, 12-22=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-43, 12-22=-6 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-43, 12-22=-6 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-75, 12-22=-6 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-75, 12-22=-6 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-146, 12-22=-10 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-146, 12-22=-10 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-11=-176, 12-22=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-275, 12-22=-10 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-275, 12-22=-10 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-275, 12-22=-10 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-275, 12-22=-10 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by 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 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 01/29/2013WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 Southern Pine lumber designations are as follows: T05T06T07T08T09HJ02HJ02EJ02AEJ02AEJ02EJ02EJ02CJ01CJ02CJ03ACJ01CJ02CJ03EJ02EJ02EJ02EJ02EJ02CJ01CJ02CJ03CJ01CJ02CJ03EJ02T10T11T12T13T09HJ02THJ02EJ02TEJ02TEJ02TEJ02EJ02CJ01CJ02TCJ03TCJ01CJ02TCJ03TEJ02EJ02EJ02EJ02EJ02CJ01CJ02CJ03CJ01CJ02CJ03EJ02T14T14T14T14T14T15T161-00-0040-11-0041-11-001-00-0040-11-0041-11-003-10-00 6-03-0022-10-0032-11-0032-11-007-00-007-00-0016-00-00CONV. FRAMELUS46LUS46LUS46F01F01F02F02F03F04F04F04F04F04F04F04F04F05F06F06F06F07F08F08F08F08F08F08F09F10F10F11F12F12F13F14F14F14F14F14F15F16F16F16F16F17F17F17F17F18F18F19TG01TG02TG03TG04TG05T01T02T02T02T02T04HJ01EJ01EJ01EJ01EJ01EJ01EJ016-00-00 4-00-0035-11-005-00-00 4-00-0054-11-0010-00-0040-11-004-00-0054-11-0013-00-0019-11-0032-11-0019-09-0013-02-0032-11-006-00-00 4-00-0035-11-005-00-00 4-00-0054-11-0010-00-0040-11-004-00-0054-11-0013-00-0019-11-0032-11-0019-09-0013-02-0032-11-001-04-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-07-006-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-00