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HomeMy WebLinkAboutAPPROVED, TRUSS PLANSLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek � RE: 2463982 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Christy Tindall Project Name: Tindall Residence Model: . Tampa, FL 33610-4115 Lot/Block: Subdivision: . Address: ., . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22355098 PB1 1/6/21 23 T22355120 RF19 1/6/21 2 T22355099 PB2 1/6/21 24 T22355121 RF20 1/6/21 3 T22355100 PB3 1/6/21 25 T22355122 RF21 1/6/21 4 T22355101 PB4 1/6/21 26 T22355123 RF22 1/6/21 5 T22355102 RF01 1/6/21 27 T22355124 RF23 1/6/21 6 T22355103 RF02 1/6/21 28 T22355125 RF24 1/6/21 7 T22355104 RF03 1/6/21 29 T22355126 RF25 1/6/21 8 T22355105 RF04 1/6/21 30 T22355127 RF26 1/6/21 9 T22355106 RF05 1/6/21 31 T22355128 RF27 1/6/21 10 T22355107 RF06 1/6/21 32 T22355129 RF28 1/6/21 11 T22355108 RF07 1/6/21 33 T22355130 RF29 1/6/21 12 T22355109 RF08 1/6/21 34 T22355131 RF30 1/6/21 13 T22355110 RF09 1/6/21 35 T22355132 RF31 1/6/21 14 T22355111 RF10 1/6/21 36 T22355133 RF32 1/6/21 15 T22355112 RF11 1/6/21 37 T22355134 RF33 1/6/21 16 T22355113 RF12 1/6/21 38 T22355135 RF34 1/6/21 17 T22355114 RF13 1/6/21 39 T22355136 RF35 1/6/21 18 T22355115 RF14 1/6/21 40 T22355137 RF36 1/6/21 19 T22355116 RF15 1/6/21 41 T22355138 RF37 1/6/21 20 T22355117 RF16 1/6/21 42 T22355139 V1 1/6/21 21 T22355118 RF17 1/6/21 43 T22355140 V2 1/6/21 22 T22355119 RF18 1/6/21 44 T22355141 V3 1/6/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ER 'P., F i� under my direct supervision based on the parameters `J �� P,�,...••..../� e, E provided by Builders FirstSource-Jacksonville. �.� .��G N S4-1 Truss Design Engineer's Name: Finn, Walter 22839 My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification : 1 ' STATE OF 41J �• 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 00 �<(/ �i '�A,4 P;•� �� O R �ij�s • \ 0 • � shown (e.g., loads, supports, dimensions, shapes and design codes), which were ��j S/ • •?N given to MiTek or TRENCO. Any project specific information included is for MiTek's or �� a-.1110 N A� 0%�� 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, Walter P. Finn PE No.22839 the building designer should verify applicability of design parameters and properly MiTek USA, Inc. FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 Finn, Walter 1 of 2 W1 I MiTek 0�1 i:V:wz[9c&G1:JOM Site Information: Customer Info: Christy Tindall Project Name: Tindall Residence Model: . Lot/Block: Subdivision: . Address: ., City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22355142 V4 1/6/21 46 T22355143 V5 1/6/21 47 T22355144 V6 1/6/21 48 T22355145 V7 1/6/21 49 T22355146 V8 1/6/21 50 T22355147 V9 1/6/21 51 T22355148 V10 1/6/21 52 T22355149 V11 1/6/21 53 T22355150 V 12 1/6/21 54 T22355151 V 13 1/6/21 55 T22355152 V 14 1/6/21 56 T22355153 V 15 1/6/21 57 T22355154 V 16 1/6/21 58 T22355155 V17 1/6/21 59 T22355156 V 18 1/6/21 60 T22355157 V19 1/6/21 61 T22355158 V20 1/6/21 62 T22355159 V21 1/6/21 63 T22355160 V22 1/6/21 64 T22355161 V23 1/6/21 65 T22355162 V24 1/6/21 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply T22355098 2463982 PB1 Piggyback 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 7-11-6 M 1 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:07:55 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-3DkBo5Ddgazh W HJ7Uc8UAmwviMc_16ShpPIZ2Rzy8zl 15-10-12 4x4 = Scale: 3/8"=l' 3x4 = 10 9 8 3x4 = 2x4 II 2x4 II 2x4 II TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. 15-10-12 TYPICAL. 15-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-2-14. (lb) - Max Horz 2=-172(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-239(LC 12), 8=-239(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=269(LC 1), 10=377(LC 17), 8=377(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-318/333, 5-8=-318/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 7-11-6, Exterior(2R) 7-11-6 to 10-11-6, Interior(1) 10-11-6 to 15-6-10 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except Qt=lb) 10=239, 8=239. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'14J Z 44/ 4i`,5"�10 N A� 0% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355099 2463982 PB2 Piggyback 19 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 7-11-6 M 1 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:07:56 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-XPIZ?REFRu5Y7RuK1 KgjizT4SmxD1Zir23V6atzy8zH 15-10-12 4x4 = Scale: 3/8"=l' 3x4 = 10 9 8 3x4 = 2x4 11 2x4 11 2x4 11 15-10-12 15-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-2-14. (lb) - Max Horz 2=-172(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-239(LC 12), 8=-239(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=269(LC 1), 10=377(LC 17), 8=377(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-318/333, 5-8=-318/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 7-11-6, Exterior(2R) 7-11-6 to 10-11-6, Interior(1) 10-11-6 to 15-6-10 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except Qt=lb) 10=239, 8=239. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..001III fill G•E•N SF•,ti No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355100 2463982 P133 PIGGYBACK 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 3-11-6 2x4 = 2x4 11 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:07:57 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-?bsxDnEtCBDPIbTWb1 ByFBOEfAHfm?I_HjEg7Kzy8zG 7-10-12 4x4 = 2x4 = Scale: 3/4"=l' 7-10-12 7-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 2=6-2-14, 4=6-2-14, 6=6-2-14 Max Horz 2=82(LC 11) Max Uplift 2=-126(LC 12), 4=-126(LC 12), 6=-65(LC 12) Max Grav 2=161(LC 1), 4=163(LC 18), 6=235(LC 1) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 3-11-6, Exterior(2R) 3-11-6 to 7-0-13, Interior(1) 7-0-13 to 7-6-10 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=126, 4=126. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��••tTE OF ' 1JJ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355101 2463982 P134 Piggyback 17 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 3-11-6 2x4 = 2x4 11 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:07:57 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-?bsxDnEtCBDPIbTWb1 ByFBOEfAHfm?I_HjEg7Kzy8zG 7-10-12 4x4 = 2x4 = Scale: 3/4"=l' 9 V IT 0 7-10-12 7-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 2=6-2-14, 4=6-2-14, 6=6-2-14 Max Horz 2=-82(LC 10) Max Uplift 2=-126(LC 12), 4=-126(LC 12), 6=-65(LC 12) Max Grav 2=161(LC 1), 4=163(LC 18), 6=235(LC 1) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 3-11-6, Exterior(2R) 3-11-6 to 7-0-13, Interior(1) 7-0-13 to 7-6-10 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=126, 4=126. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'1JJ Z 44/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355102 2463982 RF01 Common Supported Gable 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, i -1-0-0 8-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:07:58 2021 Page 1 I D:pBEkUNrBLCY7gmvU FZgEI ryLwsf-ToQJQ7FVzVLGN12i9kiBoOYS4ZehVRt8VN_Dfmzy8zF 16-0-0 4x4 = 3x4 = 17 16 15 14 13 12 11 3x4 = Scale: 3/8"=l' I" 0 16-0-0 16-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb) - Max Horz 2=198(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2,17 except 15=-115(LC 12), 16=-122(LC 12), 13=-118(LC 12), 12=-112(LC 12), 11=-132(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 10, 2, 14, 15, 16, 17, 13, 12, 11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-136/260, 6-7=-136/260 WEBS 9-11 =-1 64/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 8-0-0, Corner(3R) 8-0-0 to 11-0-0, Exterior(2N) 11-0-0 to 16-0-0 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 2-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17 except Qt=lb) 15=115, 16=122, 13=118, 12=112, 11=132. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -� E R P. pile., G•E•N SF•,ti No 22839 44/ Z. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355103 2463982 RF02 Common 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, -1-0-0 , 4-10-7 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:07:59 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-x_hdTG7kpT7_udvjSDQKc5aAzrwEtaH kljmBCzy8zE 8-0-0 11-1-9 16-0-0 4x4 = 3x4 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=198(LC 11) Max Uplift 6=-296(LC 12), 2=-404(LC 12) Max Grav 6=61O(LC 1), 2=697(LC 1) 8-0-0 16-0-0 8-0-0 8-0-0 Scale = 1:32.7 I9 0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.29 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 BC 0.62 Vert(CT) -0.17 6-7 >999 180 WB 0.18 Horz(CT) 0.02 6 n/a n/a Matrix-S Weight: 72 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-875/531, 3-4=-720/459, 4-5=-719/470, 5-6=-866/540 BOT CHORD 2-7=-373/729, 6-7=-369/694 WEBS 4-7=-324/566, 5-7=-284/297, 3-7=-287/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-2-15, Interior(1) 11-2-15 to 15-8-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=296, 2=404. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 ��.. A F '0.-; 81� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355104 2463982 RF03 Common Structural Gable 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 1-0- 5-9-1 11-3-10 0- 5-9-1 5-6-10 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:01 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-tN5S29HOFQjrECmHgtFuP1 AvZnXMilfaCLCtG5zy8zC 16-4-0 21-4-6 26-10-15 32-8-0 5-0-6 5-0-6 5-6-10 5-9-1 4x4 = Scale = 1:67.5 3x4 = 3x4 = 3x8 = 9 3x4 = 20 19 18 17 16 15 14 443 12 11 3x4 — 3x4 3x4 = 3x4 8-4-13 16-4-0 7-4- 24-3-3 32-8-0 8-4-13 7-11-3 -0- 6-11-3 8-4-13 Plate Offsets (X,Y)-- [3:0-3-0,0-3-01, [7:0-3-0,0-3-01, [9:0-1-8,0-1-81, [17:0-1-12,0-0-41 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.36 Vert(LL) -0.11 8-9 >999 240 BC 0.63 Vert(CT) -0.24 8-9 >759 180 WB 0.27 Horz(CT) 0.01 8 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 263 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 11-12,9-11,8-9. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-12, 6-12, 4-12 REACTIONS. All bearings 17-4-0 except Qt=length) 8=0-8-0, 11=0-3-8. (lb) - Max Horz 2=395(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20 except 2=-160(LC 12), 12=-742(LC 12), 17=-296(LC 12), 8=-221(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 16, 18, 19, 20 except 2=254(LC 21), 12=1096(LC 1), 17=483(LC 17), 8=612(LC 18), 11=408(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-98/323, 4-5=0/364, 5-6=0/351, 6-7=-545/285, 7-8=-722/307 BOT CHORD 2-20=-241/255, 19-20=-241/255, 18-19=-241/255, 17-18=-241/255, 16-17=-279/263, 14-16=-279/263, 13-14=-279/263, 12-13=-279/263, 8-9=-169/557 WEBS 5-12=-530/194, 6-12=-742/476, 6-9=-239/666, 7-9=-369/339, 4-12=-313/295, 3-17=-374/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-3, Interior(1) 2-3-3 to 16-4-0, Exterior(2R) 16-4-0 to 19-7-3, Interior(1) 19-7-3 to 32-4-0 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 studs spaced at 2-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except Qt=lb) 2=160, 12=742, 17=296, 8=221. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l ��� -C E R P `\ G•E•N SF•,ti No 22839 i ��.. A F Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355105 2463982 RF04 Common 4 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 11 09 5-9-1 11-3-10 16-4-0- 1-0-0 5-9-1 5-6-10 5-0-6 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:02 2021 Page 1 I D:pBEkUN rBLCY7gmvUFZgEI ryLwsf-LZfgGU IOOkrirMLUOam7yEj 19BoSR9?jQ?yQoXzy8zB 21-4-6 26-10-15 32-8-0 4x4 = Scale = 1:61.6 I� 0 3x4 = .., . _ . _ .. 11 .., . _ . _ .. 3x4 = 3x4 = 4x4 = 3x8 — 4x4 = 3x4 = 84-13 164-0 24-3-3 32-8-0 8 4-13 7-11-3 7-11-3 8 4-13 Plate Offsets (X,Y)--[2:0-1-5,0-0-4],[3:0-3-0,0-3-0],[7:0-3-0,0-3-0],[8:0-1-5,0-04] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=395(LC 11) Max Uplift 2=-728(LC 12), 8=-625(LC 12) Max Grav 2=1575(LC 17), 8=1496(LC 18) CSI. DEFL. in (loc) I/defl L/d TC 0.50 Vert(LL) -0.17 11-13 >999 240 BC 0.89 Vert(CT) -0.30 11-13 >999 180 WB 0.45 Horz(CT) 0.09 8 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 177 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-7 oc bracing. WEBS 1 Row at micipt 5-11, 6-11, 4-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2370/1119, 3-4=-2202/1103, 4-5=-1517/915, 5-6=-1516/917, 6-7=-2213/1121, 7-8=-2382/1139 BOT CHORD 2-13=-870/2231, 11-13=-602/1798, 9-11=-592/1615, 8-9=-873/1961 WEBS 5-11=-669/1211, 6-11=-716/459, 6-9=-212/628, 7-9=-318/311, 4-11=-711/457, 4-13=-201 /617. 3-13=-319/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-3, Interior(1) 2-3-3 to 16-4-0, Exterior(2R) 16-4-0 to 19-7-3, Interior(1) 19-7-3 to 32-4-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=728, 8=625. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..001III fill G•E•N SF•,ti No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355106 2463982 RF05 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:03 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-gIDCTgJen 1 zZTWwgyl IMVSGBKa8GAZstffh_Kzzy8zA 1-0- 4-5-15 8-11-13 13-7-8 16-4-0 19-0-8 23-8-3 28-2-1 32-8-0 -0- 4-5-15 4-5-15 4-7-11 2-8-8 2-8-8 4-7-11 4-5-15 4-5-15 8x10 i Scale = 1:69.4 ALL CONCENTRATED LOADS RAI lnT — rill IAI I \/ rII­Irll ITED Ty O 7x8 = 18 17 ," 15 „ — 14 — — 12 —11 — " 3x8 II 5x6 = 6x8 = HTU26 HTU26 12x14 = HTU26 5x6 = 3x8 11 7x8 12x14 = HTU266x8 = HTU26 HTU26 HTU26 HTU26 Special HTU26 4-5-15 8-11-13 13-7-8 16-4-0 19-0-8 23-8-3 28-2-1 32-8-0 4-5-15 4-5-15 4-7-11 2-8-8 2-8-8 4-7-11 4-5-15 4-5-15 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [3:0-3-0,0-3-0], [6:0-2-1,Edge], [9:0-3-0,0-3-0], [10:0-4-10,Edge], [11:0-5-12,0-1-8], [14:0-7-0,0-8-0], [15:0-7-0,0-8-0], [18:0-5-12,0-1-8] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SP No.3 *Except* 6-15,6-14: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=392(LC 7) Max Uplift 2=-3578(LC 8), 10=-5012(LC 8) Max Grav 2=8201(LC 2), 10=10005(LC 2) CSI. DEFL. in (loc) I/defl L/d TIC 0.54 Vert(LL) 0.2814-15 >999 240 BC 0.85 Vert(CT) -0.44 14-15 >867 180 WB 0.67 Horz(CT) 0.09 10 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 862 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14845/6303, 3-4=-15354/6598, 4-5=-15079/6554, 5-6=-14980/6657, 6-7=-14003/6522, 7-8=-14088/6416, 8-9=-15889/7534, 9-10=-17236/8441 BOT CHORD 2-18=-5368/12771, 17-18=-5380/12791, 15-17=-5497/13238, 14-15=-4255/10345, 12-14=-6306/13701, 11-12=-7197/14815, 10-11=-7219/14847 WEBS 6-15=-3581/8922, 6-14=-3178/6094, 5-15=-297/341, 7-14=-300/324, 4-17=-148/431, 3-17=-537/682, 3-18=-693/393, 4-15=-665/355, 8-12=-1591/2798, 9-11=-849/1393, 9-12=-1570/1020, 8-14=-2763/1687 NOTES- 1) N/A 2) 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: 2x10 - 5 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=3578, 10=5012. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 15-6-12 from the left end to 19-6-12 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie HTU26 (20-1Odx1 1/2 Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc Contif iaadtarp8®EoL21-6-12 from the left end to 30-10-12 to connect truss(es) to back face of bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 ��.. A F ,��•• p.,•�� ��N A 81 1 �c�C? �. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355106 2463982 RF05 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:03 2021 Page 2 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-gIDCTgJen 1 zZTWwgyl IMVSGBKa8GAZstffh_Kzzy8zA NOTES- 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7009 lb down and 2630 lb up at 13-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Attic room checked for U360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-10=-60, 2-10=-20 Concentrated Loads (lb) Vert: 15=-5726(B) 12=-852(B) 20=-1 196(B) 21 =-1 196(B) 22=-1 196(B) 23=-851 (B) 24=-852(B) 25=-852(B) 26=-850(B) 27=-850(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355107 2463982 RF06 Monopitch 15 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:04 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-IynahAKGYL5Q5gVsV?pbl fol7_TGvzYOuJRXtQzy8z9 -1-0-0, 5-1-4 6-5-15 , 7-11-9 114-12 13-6-0 1-0-0 5-1-4 1-4-11 1-5-11 3-5-3 2-1-4 7.00 12 3.4 i qL1 0 Scale = 1:46.1 3x4 5- 7 2x4 11 3x10 11 6x8 = 5-1 4 11-4-12 13-6-0 5-1-4 6-3-8 2-1-4 Plate Offsets (X,Y)-- [4:0-2-1,Edge1, [5:0-3-0,0-3-01, [10:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.17 8-9 >921 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.31 8-9 >497 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Attic -0.08 8-9 907 360 Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6-7,6-10,7-10: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 10 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=467(LC 12) Max Uplift 7=-277(LC 12), 2=-181(LC 12) Max Grav 7=940(LC 18), 2=822(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-819/0, 3-4=-660/32, 4-5=-472/491, 5-6=-320/407, 6-7=-247/312 BOT CHORD 2-9=-322/696, 8-9=-322/696, 7-8=-316/672 WEBS 8-10=-138/987, 5-10=-184/260, 4-10=-1014/582, 6-10=-651/502, 7-10=-1756/825 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-4-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-10; Wall dead load (5.0psf) on member(s).3-9, 8-10 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-9 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=277, 2=181. 9) Attic room checked for U360 deflection. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 i ��.. A F : � Z. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355108 2463982 RF07 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:05 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-m8LzuWLuJfDH ip423j KgatLZZOvwePQA7zA5Pszy8z8 r1-0-0, 5-1-11 9-4-14 14-6-0 17-0-0 20-6-0 1-0-0 55 1-11 4-3-2 5-1-2 2-10 4 3-1-12 6x8 = Scale = 1:57.8 5x8 = 12 11 '_ _ 8 '_ 15 7 3x6 11 6x8 = 10x16 MT20HS = HTU26 3x12 MT20HS 11 5x6 = 10x16 MT20HS = HTU26 ALL CONCENTRATED LOADS Special HTU26 MUST BE EQUALLY DISTRIBUTED 5-1-11 9-4-14 13-7-8 4-6- 20-6-0 ACH PLY OF THE TRUSS. 5-1-11 4-3-2 4-2-10 -10- 6-0-0 Plate Offsets (X,Y)--[2:0-4-0,0-1-111, [3:0-3-0,0-3-01, [7:0-6-8,0-1-81, [8:0-8-0,0-7-81, [9:0-3-8,0-7-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.07 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.12 9-11 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 554 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x10 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=324(LC 8) Max Uplift 2=-1691(LC 8), 7=-3967(LC 8) Max Grav 2=3862(LC 2), 7=9188(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6880/2813, 3-4=-6976/2903, 4-5=-6429/2737, 5-6=-5992/2546, 6-7=-7325/3117 BOT CHORD 2-12=-2601/5887, 11-12=-2606/5895, 9-11=-2545/5983, 8-9=-2099/5112 WEBS 3-12=-329/223, 3-11=-397/453, 4-11=-241/686, 4-9=-902/473, 5-8=-1047/2407, 5-9=-1398/3570, 6-8=-2684/6580 NOTES- 1) N/A 2) 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: 2x10 - 5 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1691, 7=3967. 11) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 14-1Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 15-6-12 from the left end to 19-6-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7458 lb down and 2848 lb up at 13-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Attic room checked for U360 deflection. Continued on page 2 LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 C•E•N SF•,ti �� No 22839 ��•• TE OF ' 1JJ 44/ %% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355108 2463982 RF07 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:05 2021 Page 2 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-m8LzuWLuJfDH ip423j KgatLZZOvwePQA7zA5Pszy8z8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 9=-6019(F) 13=-1196(F) 14=-1196(F) 15=-1198(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355109 2463982 RF08 Common 5 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:06 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-EKvL5sLW4yM8KzfFdQr364tgxoFU NOIJLdwexlzy8z7 r1-0-0, 7-5-13 14-6-0 20-6-0 1-0-0 7-5-13 7-0-3 6-0-0 4x6 = 7 nn Scale = 1:54.9 3x4 = 9 7 6 2x4 11 3x4 = 3x8 = 3x6 11 7-5-13 14-6-0 20-6-0 7-5-13 7-0-3 6-0-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.64 Vert(LL) -0.07 2-9 >999 240 BC 0.56 Vert(CT) -0.17 2-9 >999 180 WB 0.31 Horz(CT) 0.02 6 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=317(LC 12) Max Uplift 2=-460(LC 12), 6=-423(LC 12) Max Grav 2=883(LC 1), 6=798(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/537, 3-4=-594/376, 4-5=-562/370, 5-6=-760/486 BOT CHORD 2-9=-630/1019, 7-9=-630/1016 WEBS 3-9=0/314, 3-7=-716/487, 5-7=-271/558 PLATES GRIP MT20 244/190 Weight: 116 lb FT = 20% Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. Rigid ceiling directly applied or 7-2-4 oc bracing. 1 Row at micipt 3-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-6-0, Exterior(2R) 14-6-0 to 17-6-0, Interior(1) 17-6-0 to 20-4-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=460, 6=423. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l ��� -� E R P. G•E•N SF •�' ''' i No 22839 �'.• S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355110 2463982 RF09 COMMON GIRDER 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, �1 0 t1-0-Q 5-1-11 9-9-14 i0-0 5-1-11 4-8-2 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:07 2021 Page 1 I D:pBEkUN rBLCY7gmvUFZgEI ryLwsf-iXTjJCM9rGU_y7ERB7MIflQvCCfF6TaTaHfBTlzy8z6 14-6-0 19-2-2 234-8-2-1%5 29-0-0 4-8-2 4-8-2 5-1-11 4x4 = 3x4 = 13 12 11 10 9-- 2x4 11 7x8 — 3x8 — 7x8 = HTU26 2x4 11 3x8 HTU26 HTU26 HTU26 5-1-11 9-9-14 14-6-0 19-2-2 23-10-5 29-0-0 5-1-11 4-8-2 4-8-2 4-8-2 4-5-2 5-1-11 Plate Offsets (X,Y)-- [2:0-1-8,Edge1, [3:0-3-0,0-3-01, [7:0-3-0,0-3-01, [8:0-2-3,0-1-81, [10:0-4-0,0-4-81, [12:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 10.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr NO WB 0.31 BCDL 10.0 Code FBC2020/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=345(LC 7) Max Uplift 2=-926(LC 8), 8=-2178(LC 8) Max Grav 2=1209(LC 36), 8=1635(LC 31) DEFL. in (loc) I/defl L/d Vert(LL) 0.08 9-10 >999 240 Vert(CT) 0.09 9-10 >999 180 Horz(CT) -0.02 8 n/a n/a Scale = 1:58.4 I� 0 PLATES GRIP MT20 244/190 Weight: 383 lb FT = 20% 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. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1854/1399, 3-4=-1509/1344, 4-5=-1194/1258, 5-6=-1192/1258, 6-7=-1646/1877, 7-8=-2381/3148 BOT CHORD 2-13=-1101/1748, 12-13=-1102/1745, 11-12=-920/1435, 10-11=-1383/1381, 9-10=-2634/2010, 8-9=-2604/1989 WEBS 5-11=-1061/908, 6-11=-854/1084, 6-10=-928/737, 7-10=-1025/1469, 7-9=-1248/861, 4-11=-568/361, 4-12=-104/319, 3-12=-397/252 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=926, 8=2178. 9) Use Simpson Strong -Tie HTU26 (20-1 Odx1 1/2 Girder, 14-1Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 21-6-12 from the left end to 27-6-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• OF 4i`,5"�10 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355110 2463982 RF09 COMMON GIRDER 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:07 2021 Page 2 I D:pBEkUN rBLCY7gmvUFZgEI ryLwsf-iXTjJCM9rGU_y7ERB7MIflQvCCfF6TaTaHfBTlzy8z6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 9=156(F) 14=157(F) 15=156(F) 16=156(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355111 2463982 RF10 Common 7 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:08 2021 Page 1 I D:pBEkU NrBLCY7gmvUFZgElryLwsf-AjO5WYNncacraHpdkrtXCVzOXbuprpWcpxPl0Bzy8z5 r1-0-0, 7-5-13 14-6-0 21-6-3 29-0-0 1-0-0 7-5-13 7-0-3 7-0-3 7-5-13 1-0-0 u` y11 0 4x6 11 ,-17n Scale = 1:54.6 Iq 0 3x4 — 3x4 — 3x4 = 4x4 = 3x4 = 9-9-14 19-2-2 29-0-0 9-9-14 9-4-5 9-9-14 Plate Offsets (X,Y)-- [2:0-2-0,0-1-101, [3:0-3-0,0-3-41, [5:0-3-0,0-3-41, [6:0-2-0,0-1-101 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=351(LC 11) Max Uplift 2=-654(LC 12), 6=-654(LC 12) Max Grav 2=1393(LC 17), 6=1393(LC 18) CSI. DEFL. in (loc) I/deft L/d TC 0.70 Vert(LL) -0.24 8-10 >999 240 BC 0.77 Vert(CT) -0.43 2-10 >796 180 WB 0.71 Horz(CT) 0.06 6 n/a n/a Matrix-S FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1962/946, 3-4=-1811/991, 4-5=-1811/991, 5-6=-1962/946 BOT CHORD 2-10=-651/1854, 8-10=-253/1188, 6-8=-656/1593 WEBS 4-8=-388/921, 5-8=-473/446, 4-10=-388/921, 3-10=-473/446 PLATES GRIP MT20 244/190 Weight: 139 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-6-0, Exterior(2R) 14-6-0 to 17-6-0, Interior(1) 17-6-0 to 30-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=654, 6=654. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l ��� -� E R P. G•E•N SF •�' ''' i No 22839 ��.. A F '0.-; 81� N A11 �c% '%C? �. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355112 2463982 RF11 Monopitch Supported Gable 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, , -1-0-0 I 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:09 2021 Page 1 I D:pBEkUN rBLCY7gmvUFZgEI ryLwsf-evaTkuOPNtkiBROq IYOmkjVJe?Ol aQDl1 b8lYdzy8z4 11-0-0 3x4 = 12 11 10 9 8 Scale = 1:35.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 66 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb) - Max Horz 2=386(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 8 except 9=-118(LC 12), 10=-117(LC 12), 11=-105(LC 12), 12=-152(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10, 11 except 12=261(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-666/326, 3-4=-481/220, 4-5=-364/167 WEBS 6-9=-174/306, 5-10=-174/257, 3-12=-254/347 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 10-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 9=118, 10=117, 11=105, 12=152. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -� E R P. pile., No 22839 ��•• OF 'op ;4i`,5"�10 N A � ..% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355113 2463982 RF12 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:10 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-658sxDO18BsZpbyOsGw?Hw2O1PXgJkMvGEus43zy8z3 4-8-5 8-11-2 13-1-14 17-4-10 21-4-0 25-3-6 30-8-0 4-8-5 4-2-12 4-2-12 4-2-12 3-11-6 3-11-6 5-4-10 4x8 = 2x4 11 4x8 = 7.00 12 Scale = 1:69.8 3x8 i 17 18 16 19 20 15 21 22 14 23 13 12 24 11 25 26 10' 28 29 30 31 9 HTU26 2x4 II 3x4 — 4x4 — 5x6 =4x6 — HTU26 5x8 — HTU26 7x8 — HTU26 2x4 = HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4-8-5 8-11-2 13-1-14 17-4-10 21-4-0 25-3-6 30-8-0 4-8-5 4-2-12 4-2-12 4-2-12 3-11-6 3-11-6 5:4 Plate Offsets (X,Y)--[1:0-2-3,0-1-81, [3:0-3-0,0-3-01, [5:0-5-8,0-2-01, [7:0-6-0,0-2-01, [10:0-3-8,0-3-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 9=Mechanical Max Horz 1=378(LC 26) Max Uplift 1=-261O(LC 8), 9=-2828(LC 8) Max Grav 1=7381(LC 30), 9=7728(LC 30) CSI. DEFL. in (loc) I/defl L/d TC 0.57 Vert(LL) 0.17 14-15 >999 240 BC 0.86 Vert(CT) -0.29 14-15 >999 180 WB 0.69 Horz(CT) 0.07 9 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 811 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12981/4584, 2-3=-10896/3910, 3-4=-8795/3228, 4-5=-6597/2513, 5-6=-4867/1932, 6-7=-4867/1932, 7-8=-4046/1537, 8-9=-6590/2482 BOT CHORD 1-16=-4250/11319, 15-16=-4250/11319, 14-15=-3520/9463, 12-14=-2815/7651, 11-12=-2086/5783, 10-11=-1224/3426 WEBS 2-16=-608/1979, 2-15=-2152/848, 3-15=-1039/3046, 3-14=-2905/1130, 4-14=-1479/4215, 4-12=-3909/1523, 5-12=-1897/5287, 5-11=-2402/877, 7-11 =- 1493/4081, 7-10=-1999/846, 8-10=-2009/5643 NOTES- 1) 3-ply truss to be connected together with 1 Od (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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=2610, 9=2828. 11) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 20-1Odx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 29-9-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. CIG�)tiAttivionrplodced for U360 deflection. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N,3 •�' ''' i No 22839 �'.• S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355113 2463982 RF12 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:11 2021 Page 2 I D:pBEkUN rBLCY7gmvUFZgEI ryLwsf-bl iE9ZPfvV_QRkXCQzREp8bZnpt32Bc2VudPcWzy8z2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-8=-60, 1-9=-20 Concentrated Loads (lb) Vert: 13=-623(B) 12=-623(B) 17=-623(B) 18=-623(B) 19=-623(B) 20=-623(B) 21 =-623(B) 22=-623(B) 23=-623(B) 24=-623(B) 25=-623(B) 27=-623(B) 28=-623(B) 29=-623(B) 31 =-626(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355114 2463982 RF13 Piggyback Base 3 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:12 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-3UGcMvQHgo6H2u6PzhyTML7eLDFBneICkYNy9yzy8z1 6-1-4 11-8-15 17-4-10 25-3-6 30-8-0 6-1 4 5-7-11 5--7 7-10-12 5 4-10 4x8 = 4x6 = 4 14 15 5 Scale = 1:65.4 7 3x4 = 11 18 19 10 9 20 8 21 7 3x4 = 3x4 = 3x4 4x8 = 3x6 I 9-4-12 17-4-10 25-3-6 30-8-0 9-4-12 7-11-14 7-10-12 54-10 Plate Offsets (X,Y)-- [2:0-3-0,0-3-01, [4:0-5-8,0-2-01, [5:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-10: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-8: 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 7=Mechanical Max Horz 1=382(LC 12) Max Uplift 1=-551(LC 12), 7=-641(LC 12) Max Grav 1=1495(LC 17), 7=1446(LC 17) CSI. DEFL. in (loc) I/clef] L/d TC 0.90 Vert(LL) -0.19 1-11 >999 240 BC 0.74 Vert(CT) -0.41 1-11 >882 180 WB 0.66 Horz(CT) 0.05 7 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 198 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. WEBS 1 Row at midpt 3-9, 4-8, 5-8, 6-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2388/914, 2-3=-2168/863, 3-4=-1370/653, 4-5=-640/431, 5-6=-819/407, 6-7=-1352/651 BOT CHORD 1-11=-1069/2183, 9-11=-767/1703, 8-9=-479/1201 WEBS 2-11=-377/342, 3-11=-209/687, 3-9=-803/455, 4-9=-303/953, 4-8=-858/350, 6-8=-434/1120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-8 to 3-2-5, Interior(1) 3-2-5 to 17-4-10, Exterior(2R) 17-4-10 to 21-8-11, Interior(1) 21-8-11 to 25-3-6, Exterior(2R) 25-3-6 to 29-7-7, Interior(1) 29-7-7 to 30-6-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=551. 7=641. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l ��� -C ER j'• F -I.-i No 22839 ��•• OF O'�`�•• P••:��v� s;� N A� %% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355115 2463982 RF14 PIGGYBACK BASE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:13 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgEI ryLwsf-Xgq_aFRwQ6E8g2hbXOTivZgsZcZoW6RLyC6WhOzy8zO 4-5-12 8-6-0 12-11-5 17-4-10 19-3-0 25-3-6 301112 36-1-3 42-8-0 4-5-12 4-0-3 4-5-5 4-5-5 1-10-6 6-0-6 4-8-10 6-1-3 6-6-13 TOP CHORD UNDER PIGGYBACKS Scale =1:75.6 5x8 = 2x4 5x8 = TO BE LATERALLY BRACED BY 5 6 PURLINS AT 2-0-0 OC. MAX. 19 7 Tin It'AI 3x6 = 17 13 12 11 4x6 = 5x8 2x4 11 19-4-12 6x12 MT20HS = 19-3-0 31-M 8-6-0 17-4-10 1%1-4 25-3-6 30-0-0 3Q-10i0 36-1-3 42-8-0 8-6-0 8-10-10 1-8-10 5-10-10 4-8-10 -10- 6-6-13 0-1-12 0-10-0 0-1-12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-81, [2:0-3-0,0-3-01, [5:0-6-0,0-2-41, [7:0-6-0,0-2-41, [9:0-3-0,0-3-01, [10:0-2-4,0-0-151, [13:0-6-12,0-4-41, [17:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.23 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.49 16-17 >728 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.14 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. 10-13: 2x6 SP No.2 WEBS 1 Row at midpt 4-17, 7-14, 8-13 WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 13=1-8-0, 13=1-8-0, 12=0-3-8. (lb) - Max Horz 1=-424(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12 except 1=-480(LC 12), 13=-1226(LC 12), 10=-488(LC 17) Max Grav All reactions 250 lb or less at joint(s) 10, 12 except 1=871(LC 21), 13=2835(LC 1), 13=2835(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1371/811, 2-3=-1149/724, 3-4=-1152/869, 4-5=-1035/489, 5-6=-832/413, 6-7=-832/413, 7-8=-83/731, 8-9=-470/1745, 9-10=-351/1326 BOT CHORD 1-17=-624/1370, 16-17=-532/1572, 15-16=-141/1196, 14-15=-642/541, 13-14=-1715/825, 12-13=-1044/387, 11-12=-1042/387, 10-11 =-1 039/387 WEBS 2-17=-297/252, 3-17=-291/251, 4-17=-251/121, 4-16=-344/464, 5-16=-366/494, 7-14=-1243/429, 8-14=-345/1203, 8-13=-1504/630, 9-13=-651/410, 9-11=0/294, 6-15=-334/299, 7-15=-430/1606, 5-15=-213/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-8 to 4-6-0, Interior(1) 4-6-0 to 17-4-10, Exterior(2R) 17-4-10 to 23-5-1, Interior(1) 23-5-1 to 25-3-6, Exterior(2R) 25-3-6 to 31-3-13, Interior(1) 31-3-13 to 42-6-8 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except Qt=lb) 1=480, 13=1226, 10=488. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'1JJ44/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355116 2463982 RF15 Piggyback Base 3 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:14 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-?tOMnbSYBQM?ICGn55_xRmD110v1 FZeUBss3Drzy8z? 4-5-12 8-6-0 12-11-5 17-4-1025-3-6 30-0-0 M 1-3 42-8-0 4-5-12 4-0-3 4-5-5 4-5-5 1-10-6 6-0-6 4-8-10 6-1-3 6-6-13 5x8 = 2x4 5x8 = 0 18 7 Scale = 1:75.6 Iv 0 3x6 = 16 12 11 4x6 = 5x8 5� 2x4 11 19-4-12 6xl2 MT20HS = 19-3-0 8-6-0 17-4-10 1 19-1-4 25-3-6 30-0-0 30r4r0 36-1-3 i 42-8-0 8-6-0 8-10-10 i-8-10 5-10-10 4-8-10 0-4-0 6-6-13 0-1-12 0-1-12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-8], [2:0-3-0,0-3-0], [5:0-6-0,0-2-4], [7:0-6-0,0-2-4], [9:0-3-0,0-3-0], [10:0-8-8,Edge], [12:0-6-12,0-4-4], [16:0-4-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.23 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.49 15-16 >728 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. 10-12: 2x6 SP No.2 WEBS 1 Row at midpt 4-16, 7-13, 8-12 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 12=0-8-0, 10=Mechanical Max Horz 1=-424(LC 10) Max Uplift 1=-480(LC 12), 12=-1190(LC 12), 10=-492(LC 17) Max Grav 1=872(LC 21), 12=2805(LC 1), 10=196(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1376/815, 2-3=-1151/723, 3-4=-1155/871, 4-5=-1038/493, 5-6=-836/418, 6-7=-837/418, 7-8=-80/728, 8-9=-468/1743, 9-10=-366/1339 BOT CHORD 1-16=-629/1376, 15-16=-534/1574, 14-15=-144/1199, 13-14=-641/539, 12-13=-1711/822, 11-12=-1053/399, 10-11=-1050/399 WEBS 2-16=-299/253, 3-16=-298/256, 4-16=-251/122, 4-15=-343/463, 5-15=-365/494, 7-13=-1242/428, 8-13=-346/1204, 8-12=-1505/631, 9-12=-654/398, 9-11=0/309, 6-14=-334/299, 7-14=-432/1607, 5-14=-213/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-8 to 4-4-14, Interior(1) 4-4-14 to 17-4-10, Exterior(2R) 17-4-10 to 23-5-1, Interior(1) 23-5-1 to 25-3-6, Exterior(2R) 25-3-6 to 31-3-13, Interior(1) 31-3-13 to 42-6-8 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=480, 12=1190, 10=492. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355117 2463982 RF16 Piggyback Base 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:15 2021 Page 1 ID:pBEkUNrBLCY7gmvU FZgEI ryLwsf-T3xl_xSAyjUsvMrzfpVA_IDtQEG_?AeQWbclHzy8z_ 4-5-12 8-6-0 12-11-5 17-4-10 19-3-0 25-3-6 30-0-0 36-1-3 42-8-0 3-8- 4-5-12 4-0-3 4-5-5 4-5-5 1-10-6 6-0-6 4-8-10 6-1-3 6-6-13 -0- 5x8 = 2x4 5x8 = 19 7 Scale = 1:76.3 3x6 = 17 13 12 4x6 = 5x8 2x4 6xl2 MT20HS = 19-4-12 19-3-0 8-6-0 17-4-10 19-1-4 25-3-6 3%0-0 30r4-0 36-1-3 42-8-0 8-6-0 8-10-10 1-8-10 ill 5-10-10 4-8-10 0-4-0 6-6-13 0-1-12 0-1-12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-81, [2:0-3-0,0-3-01, [5:0-6-0,0-2-41, [7:0-6-0,0-2-41, [9:0-3-0,0-3-01, [10:0-2-4,0-0-151, [13:0-6-12,0-4-41, [17:0-4-0,0-1-81 LOADING ii SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.23 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.49 16-17 >728 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.14 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 256 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc pur]ins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. 10-13: 2x6 SP No.2 WEBS 1 Row at miclpt 4-17, 7-14, 8-13 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 13=0-8-0, 10=0-8-0 Max Horz 1=-442(LC 10) Max Uplift 1=-497(LC 12), 13=-1127(LC 12), 10=-511(LC 10) Max Grav 1=870(LC 21), 13=2807(LC 1), 10=240(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1373/847, 2-3=-1149/755, 3-4=-1152/903, 4-5=-1034/487, 5-6=-834/402, 6-7=-834/402, 7-8=-59/743, 8-9=-402/1770, 9-10=-324/1364 BOT CHORD 1-17=-605/1381, 16-17=-494/1582, 15-16=-101/1211, 14-15=-647/555, 13-14=-1722/801, 12-13=-1055/419, 10-12=-1052/420 WEBS 2-17=-299/252, 3-17=-298/256, 4-17=-256/125, 4-16=-348/483, 5-16=-384/498, 7-14=-1254/384, 8-14=-307/1214, 8-13=-1512/620, 9-13=-634/373, 9-12=0/303, 6-15=-334/300, 7-15=-379/1620, 5-15=-220/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-8 to 4-4-14, Interior(1) 4-4-14 to 17-4-10, Exterior(2R) 17-4-10 to 23-5-1, Interior(1) 23-5-1 to 25-3-6, Exterior(2R) 25-3-6 to 31-3-13, Interior(1) 31-3-13 to 43-8-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=497.13=1127.10=511. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'1JJ44/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355118 2463982 RF17 Piggyback Base Structural Gable COMMON I I GalbIlee I Gabl 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:16 2021 Page 1 ID:pBEkUN rBLCY7gmvU FZgE1 ryLwsf-xFV7CHToj 1 cjXWQACWOPW B107gZBjRgneALAHjzy8yz - -0-1 4-4-6 8-5-4 9 3-1 14-3-1 19-2-4 25-2-10 29-11-4 36-0-7 42-714 3-7 1-0-1 4 4-6 4-0-14 0- 0- 0 4-11-3 4-11-3 6-0-6 4-8-10 6-1-3 6-6-13 0- 5x6 = 4 5 3x4 = 416 42 43 5x8 = 19 40 yr 18 14 13 4x6 = 6x8 = 5x8 i 7x14 MT20HS 11 Scale = 1:75.6 8-5-4 13-9-10 14-$-1 19-2-4 1 25-2-10 29-11-4 30r$-4 36-0-7 42-714 8-5 4 5-4-7 0-5-6 4-11-3 6-0-6 4-8-10 0-4-0 6-6-13 Plate Offsets (X Y)-- [5:0-3-0,0-1-12] [8:0-6-0,0-2-4] [10:0-3-0,0-3-0], [14:0-4-4 0-1-12], [18:0-4-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.30 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.50 18-19 >720 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.15 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 369 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 11-14: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18, 5-18, 8-15, 9-14, 3-19 OTHERS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 11=0-8-0, 19=0-7-4 Max Horz 19=-576(LC 10) Max Uplift 14=-1065(LC 12), 11=-399(LC 17), 19=-599(LC 12) Max Grav 14=2983(LC 17), 11=188(LC 11), 19=1097(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-242/280, 3-4=-747/598, 4-5=-749/681, 5-6=-947/625, 6-7=-1209/473, 7-8=-1209/473, 8-9=-26/628, 9-10=-251/1776, 10-11=-182/1267, 2-19=-308/325 BOT CHORD 18-19=-157/735, 17-18=-107/1018, 16-17=-133/1380, 15-16=-575/474, 14-15=-1750/642, 13-14=-974/292, 11-13=-968/293 WEBS 3-18=-92/324, 5-18=-281/18, 5-17=-101/495, 6-16=-18/301, 7-16=-355/285, 8-16=-356/1925, 8-15=-1325/325, 9-15=-255/1353, 9-14=-1603/541, 10-14=-744/371, 10-13=0/302, 3-19=-876/466, 6-17=-416/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-0-12 to 3-2-6, Interior(1) 3-2-6 to 9-3-14, Exterior(2R) 9-3-14 to 15-4-3, Interior(1) 15-4-3 to 25-2-10, Exterior(2R) 25-2-10 to 31-2-15, Interior(1) 31-2-15 to 43-7-4 zone; end vertical left exposed;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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=1065, 11=399, 19=599. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -C ER P- i No 22839 i ��.. A F Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355119 2463982 RF18 Piggyback Base 4 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:17 2021 Page 1 ID:pBEkUNrBLCY7gmvU FZgEI ryLwsf-PS3VPdUQULka9g?MmEYe3PrZsEvCSu4xtg4jp9zy8yy - -0-1 4-9-11 9-3-14 14-2-3 19-2-4 25-2-10 29-11-4 W-0-7 42-7-4 3-7- -0-1 4-9-11 4-6-3 4-10-5 5-0-1 6-0-6 4-8-10 6-1-3 6-6-13 -0- Scale = 1:75.6 5x6 = 3x4 = 2x4 5x8 = 4 520 21 6 7 18 L4 Zo 11 13 12 4x6 = 6x8 = 5x6 i 7x14 MT20HS 11 2x4 11 19-4-0 8-5-4 14-2-3 19-0-8 19iYr4 25-2-10 29-11-4 3Q3d 36-0-7 42-7-4 8-5-4 5-8-15 4-10-5 0- - 2 5-10-10 4-8-10 0-4-0 5-9-3 6-6-13 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [7:0-6-0,0-2-4], [9:0-3-0,0-3-0], [10:0-2-4,0-0-15], [13:0-4-4,0-1-12], [17:0-3-0,0-2-3] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 CSI. DEFL. in (loc) I/deft L/d TC 0.66 Vert(LL) -0.31 17-18 >999 240 BC 0.94 Vert(CT) -0.50 17-18 >710 180 WB 0.69 Horz(CT) 0.15 13 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 10-13: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 13=0-8-0, 10=0-8-0, 18=0-7-4 Max Horz 18=-576(LC 10) Max Uplift 13=-1067(LC 12), 10=-403(LC 17), 18=-599(LC 12) Max Grav 13=2991(LC 17), 10=188(LC 11), 18=1098(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-247/287, 3-4=-754/616, 4-5=-940/623, 5-6=-1202/467, 6-7=-1203/467, 7-8=-26/635, 8-9=-256/1785, 9-1 0=-1 84/1275, 2-18=-317/334 BOT CHORD 17-18=-154/757, 16-17=-108/1020, 15-16=-131/1374, 14-15=-580/477, 13-14=-1759/646, 12-13=-981/296, 10-12=-975/297 WEBS 3-17=-100/291, 4-17=-317/25, 7-14=-1327/325, 8-14=-256/1354, 8-13=-1605/541, 9-13=-744/371, 9-12=0/302, 3-18=-887/459, 6-15=-358/288, 7-15=-354/1925, 5-16=-418/159, 4-16=-104/487, 5-15=-17/300 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 287 lb FT = 20% Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-17, 7-14, 8-13, 3-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-0-12 to 3-2-6, Interior(1) 3-2-6 to 9-3-14, Exterior(2R) 9-3-14 to 15-4-3, Interior(1) 15-4-3 to 25-2-10, Exterior(2R) 25-2-10 to 31-2-15, Interior(1) 31-2-15 to 43-7-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=1067, 10=403, 18=599. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l N�� -C E R P No 22839 ��..*A�)F 81 N A11 �c% '%C? �. f1111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355120 2463982 RF19 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:18 2021 Page 1 I D:pBEkUNrBLCY7gmvU FZgEI ryLwsf-tedtdzV2FesRmpaYKx3tccNjcdFRBLU46Uq HLczy8yx - -0-1 4-9-11 9-3-14 14-3-1 19-2-4 25-2-10 29-11-4 36-0-7 42-7-4 3-7- -0-1 4_ _1 4-6-3 4-11-3 4-11-3 6-0-6 4-8-10 6-1-3 6-6-13 -0- 6x8 = 5x6 = 3x4 = 2x4 5x8 — 4 215 22 23 6 7 5x6 ii 7x14 MT20HS 11 2x4 11 Scale = 1:75.6 31-7-4 8-5-4 11-3-1 19-2-4 252-10 29-11-4 3p-2 36-0-7 42-7-4 8-5-4 5-9-13 4-11-3 6-0-6 4-8-10 -10- 4-5-3 6-6-13 0-10-0 Plate Offsets (X,Y)-- [4:0-3-0,0-1-121, [7:0-6-0,0-2-41, [9:0-3-0,0-3-01, [10:0-2-4,0-0-151, [14:0-4-4,0-1-121, [18:0-3-0,0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.31 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.50 18-19 >710 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.15 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 286 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, BOT CHORD 2x4 SP No.2 *Except' except end verticals. 10-14: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18, 7-15, 8-14, 3-19 REACTIONS. All bearings 1-8-0 except (jt=length) 10=0-8-0, 19=0-7-4, 13=0-3-8. (lb) - Max Horz 19=-576(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13 except 14=-1096(LC 12), 10=-402(LC 17), 19=-598(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 13 except 14=2996(LC 17), 14=2718(LC 1), 19=1098(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-247/287, 3-4=-754/616, 4-5=-945/622, 5-6=-1202/464, 6-7=-1203/464, 7-8=-29/634, 8-9=-257/1784, 9-1 0=-1 76/1274, 2-19=-317/334 BOT CHORD 18-19=-153/757, 17-18=-107/1021, 16-17=-130/1378, 15-16=-577/478, 14-15=-1758/648, 13-14=-981/288, 12-13=-980/287, 10-12=-975/288 WEBS 3-18=-100/291, 4-18=-317/26, 4-17=-102/487, 5-17=-417/156, 5-16=-16/296, 6-16=-355/287, 7-16=-352/1924, 7-15=-1327/326, 8-15=-255/1354, 8-14=-1605/540, 9-14=-734/380, 9-12=0/283, 3-19=-888/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-0-12 to 3-2-6, Interior(1) 3-2-6 to 9-3-14, Exterior(2R) 9-3-14 to 15-4-3, Interior(1) 15-4-3 to 25-2-10, Exterior(2R) 25-2-10 to 31-2-15, Interior(1) 31-2-15 to 43-7-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except Qt=lb) 14=1096, 10=402, 19=598. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l N�� -C E R P No 22839 ��•• tTE OF ' 14J 44/ s;11 N A1 % Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355121 2463982 RF20 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:19 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-MgBFq IVgOy_HOz8lufa68gwsb 1 eTwowEL8Zgt2zy8yw 10-8-10 1-0-0 4-10-12 8-1-15 9-10-0 15-7-13 20-7-0 26-7-6 31-4-0 37-5-3 44-0-0 5-0- 1-4-0 4-10-12 3-3-4 1-8-0 4-11-3 4-11-3 6-0-6 4-8-10 6-1-3 6-6-13 -0- 0-10-10 Scale = 1:79.7 7.00 12 6x8 = 2.00 12 4x4 = 2x4 6x8 = 5x6 = 5 23 624 7 25 8 19 3x4 II 14 13 5x8 8x14 MT20HS 11 3x6 11 2 `n O 4 -4 o � 8-1-15 9-10-0 15-7-13 20-7-0 26-7-6 31-4-0 31r$-0 37-5-3 44-0-0 8-1-15 1-8-0 5-9-13 4-11-3 6-0-6 4-8-10 0-4-0 5-9-3 6-6-13 Plate Offsets (X,Y)-- [2:0-7-0,Edge], [5:0-2-8,0-3-81, [8:0-5-4,0-3-81, [10:0-4-0,0-3-41, [11:0-4-7,0-2-41, [14:0-5-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.37 19 >992 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.76 19 >488 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.36 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 322 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc pur]ins. 5-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 4-6-0 oc bracing: 9-14 16-19,14-16: 2x6 SP No.2, 11-14: 2x8 SP 240OF 2.0E 10-0-0 oc bracing: 18-20 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16, 8-15 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 14=0-8-0 Max Horz 2=-426(LC 12) Max Uplift 2=-478(LC 12), 11=-1628(LC 21), 14=-1577(LC 12) Max Grav 2=585(LC 21), 11=141(LC 12), 14=4445(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1636/1901, 3-4=-1221/1480, 4-5=-437/836, 5-6=-121/596, 6-7=-571/2610, 7-8=-572/2610, 8-9=-716/2693, 9-1 0=-1 459/3878, 10-11 =-1 237/3430 BOT CHORD 2-21 =-1 288/1522, 20-21=-835/995, 16-17=-425/208, 15-16=-2765/1540, 14-15=-4057/2049, 13-14=-2934/1218, 11-13=-2926/1218, 9-14=-1760/1052, 5-20=-414/467 WEBS 3-21=-510/459, 4-21=-37/347, 4-20=-948/924, 6-17=-296/810, 6-16=-2449/1319, 7-16=-397/397, 8-16=-308/61, 8-15=-1460/652, 9-15=-537/1380, 10-14=-686/523, 10-13=-15/337, 5-17=-621/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-0-13, Interior(1) 3-0-13 to 10-8-10, Exterior(2R) 10-8-10 to 15-1-7, Interior(1) 15-1-7 to 26-7-6, Exterior(2R) 26-7-6 to 31-0-3, Interior(1) 31-0-3 to 45-0-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=478, 11=1628, 14=1577. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 i ��.. A F : � Z. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355122 2463982 RF21 Piggyback Base 6 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:21 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-IDJOF_XxYZF?dHl7?4caDF?C3rJxOiPWoS2xyxzy8yu 10-8-10 1-4-0 4-10-12 8-1-15 i 9-10-0 15-7-13 20-7-0 26-7-6 31-4-0 37-5-3 44-0-0 5-0- 1-4-0 4-10-12 3-3-4 1-8-0 4-11-3 4-11-3 6-0-6 4-8-10 6-1-3 6-6-13 -0- 0-10-10 Scale = 1:79.7 7.00 F12 6x8 = 2.00 12 4x4 = 2x4 6x8 = 5x6 = 5 23 624 7 25 8 19 3x4 II 14 13 5x8 1 0x1 6 MT20HS 3x6 11 8-1-15 9-10-0 15-7-13 20-7-0 26-7-6 31-4-0 31r$-0 37-5-3 44-0-0 8-1-15 1-8-0 5-9-13 4-11-3 6-0-6 4-8-10 0-4-0 5-9-3 6-6-13 Plate Offsets (X,Y)-- [2:0-7-0,Edge], [5:0-2-8,0-3-81, [8:0-5-4,0-3-81, [10:0-4-0,0-3-41, [11:0-4-7,0-2-41, [14:1-2-8,0-7-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.38 19 >991 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.76 19 >488 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.36 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 322 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc pur]ins. 5-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 18-20 16-19,14-16: 2x6 SP No.2, 11-14: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 6-16, 8-15, 9-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0, 11=0-8-0 Max Horz 2=-426(LC 12) Max Uplift 2=-478(LC 12), 14=-1577(LC 12), 11=-1628(LC 21) Max Grav 2=585(LC 21), 14=4445(LC 1), 11=141(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1637/1901, 3-4=-1222/1480, 4-5=-437/836, 5-6=-121/596, 6-7=-571/2609, 7-8=-571/2610, 8-9=-716/2693, 9-10=-1458/3878, 10-11=-1237/3430 BOT CHORD 2-21 =-1 288/1522, 20-21=-835/995, 16-17=-425/208, 15-16=-2765/1539, 14-15=-4057/2049, 13-14=-2934/1218, 11-13=-2925/1217, 5-20=-414/468 WEBS 3-21=-510/459, 4-21=-37/347, 4-20=-948/924, 6-17=-296/809, 6-16=-2449/1319, 7-16=-397/397, 8-16=-307/60, 8-15=-1461/653, 9-15=-538/1380, 9-14=-1759/1051, 10-14=-686/522, 10-13=-14/337, 5-17=-621/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-0-13, Interior(1) 3-0-13 to 10-8-10, Exterior(2R) 10-8-10 to 15-1-7, Interior(1) 15-1-7 to 26-7-6, Exterior(2R) 26-7-6 to 31-0-3, Interior(1) 31-0-3 to 45-0-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=478, 14=1577, 11=1628. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -C ER P- i No 22839 i O'.• S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355123 2463982 RF22 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:22 2021 Page 1 ID:pBEkUN rBLCY7gmvU FZgEI ryLwsf-mPtOSKYZJtNsFRtKZn7pmSYNZFfM78gg 16oUUNzy8yt 10-8-10 i-1-4-0 -1 -1 8-1-11 9-111-0 15-7-13 20-7-0 26-7-6 31 4-0 37-5-3 44-0-0 1-4-0 4-10-12 3-3-4 1-8-0 4-11-3 4-11-3 6-0-6 4-8-10 6-1-3 6-6-13 0-10-10 Scale = 1:79.7 7.00 12 6x8 = 2.00 12 4x4 = 2x4 11 6x8 = 5x6 = 5 23 624 7 25 8 N Iv O V3x4 II 14 13 12 5x8 19 FASTEN TRUSS TO BEARING FOR 3x6 II THE UPLIFT REACTION SHOWN 10x16MT20HS WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 34-0-0 5-1-15 9-10-0 15-7-13i 20-7-0 26-7-6 31-4-0 ,32-8-0 37-5-3 44-M 8-1-15 1-8-0 5-9-13 4-11-3 4-6-10 1-4-0 14-0 3-5-3 16-6-13 Plate Offsets (X,Y)-- [2:0-7-0,Edge], [5:0-2-4,0-3-81, [8:0-5-4,0-3-81, [10:0-4-0,0-3-41, [11:0-4-7,0-2-41, [14:1-2-8,0-7-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.37 19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.75 19 >495 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.35 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 320 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc pur]ins. 5-8,8-10: 2x6 SP NO.2, 10-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-6-14 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 18-20 16-19,14-16: 2x6 SP No.2, 11-14: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 6-16, 8-15, 9-14 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 14=2-8-0, 14=2-8-0, 13=0-3-8. (Ib) - Max Horz 2=-369(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 2=-465(LC 12), 14=-1745(LC 12), 11=-1575(LC 21), 13=-412(LC 21) Max Grav All reactions 250 lb or less at joint(s) 13 except 2=584(LC 21), 14=4747(LC 1), 14=4747(LC 1), 11=290(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1619/1807, 3-4=-1203/1402, 4-5=-424/796, 5-6=-111/551, 6-7=-647/2591, 7-8=-648/2592, 8-9=-803/2675, 9-10=-1549/3871, 10-11=-1232/3217 BOT CHORD 2-21 =-1 274/1517, 20-21=-814/989, 16-17=-427/219, 15-16=-2771/1571, 14-15=-4062/2128, 13-14=-2757/1171, 12-13=-2756/1171, 11-12=-2740/1167, 5-20=-395/464 WEBS 3-21=-510/466, 4-21=-40/347, 4-20=-941/888, 6-17=-316/809, 6-16=-2453/1345, 7-16=-398/398, 8-16=-305/68, 8-15=-1466/712, 9-15=-583/1369, 9-14=-1739/1062, 10-14=-829/651, 10-12=-90/455, 5-17=-621/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-0-13, Interior(1) 3-0-13 to 10-8-10, Exterior(2R) 10-8-10 to 15-1-7, Interior(1) 15-1-7 to 26-7-6, Exterior(2R) 26-7-6 to 31-0-3, Interior(1) 31-0-3 to 43-8-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 2, 1745 lb uplift at joint 14, 1575 lb uplift at joint 11 and 412 lb uplift at joint 13. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'1JJ44/ ♦ 1 111 N A� � , ��%% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355124 2463982 RF23 PIGGYBACK BASE 6 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:23 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-EcQmggYB4BVjtbSW7Uf2lg5Y5e?LsZXpFmX21 pzy8ys 0-1 4-9-11 9-3-14 17-3-4 5-2 10 32-1-9 37-2-7 42-7-4 1-0-1 4-9-11 4-6-3 7-11-6 7-11-6 6-10-15 5- % 5 4-13 Scale = 1:74.6 5x8 = 2x4 5x8 = 4 19 20 21 5 22 6 17 Zb Zb 16 1b Zt 14 Z6 13 1ZZ9 11 10 3x6 = 6x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 6x8 = 2x4 I 9-3-14 17-3-4 25-2-10 32-1-9 32�3-4 37-2-7 42-7-4 9-3-14 7-11-6 7-11-6 6-10-15 0-1-11 4-11-3 5-4-13 Plate Offsets (X,Y)--[4:0-6-0,0-2-41, [6:0-6-0,0-2-41, [8:0-3-0,0-3-01, [9:0-3-3,0-1-81, [11:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 CSI. DEFL. in (loc) I/deft L/d TC 0.81 Vert(LL) -0.30 16-17 >999 240 BC 0.76 Vert(CT) -0.49 16-17 >781 180 WB 0.88 Horz(CT) 0.03 9 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 *Except* 12-15: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 4-14,6-14: 2x4 SP No.2 WEBS REACTIONS. (size) 11=0-8-0, 17=0-7-4, 9=Mechanical Max Horz 17=-559(LC 10) Max Uplift 11=-905(LC 12), 17=-696(LC 12), 9=-149(LC 12) Max Grav 11=2247(LC 18), 17=1600(LC 17), 9=387(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-249/289, 3-4=-1283/706, 4-5=-1188/763, 5-6=-1188/763, 6-7=-976/568, 8-9=-359/139, 2-17=-322/337 BOT CHORD 16-17=-258/1048, 14-16=-203/1224, 13-14=-79/848 WEBS 3-16=-105/532, 4-14=-166/379, 5-14=-551/402, 6-14=-304/785, 6-13=-502/285, 7-13=-363/1245, 7-11 =-1 706/780, 8-11=-554/298, 3-17=-1398/554 PLATES GRIP MT20 244/190 Weight: 283 lb FT = 20% Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. 1 Row at micipt 4-16, 5-14, 6-13, 7-11, 3-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-0-12 to 3-2-6, Interior(1) 3-2-6 to 9-3-14, Exterior(2R) 9-3-14 to 15-4-3, Interior(1) 15-4-3 to 25-2-10, Exterior(2R) 25-2-10 to 31-2-15, Interior(1) 31-2-15 to 42-5-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 905 lb uplift at joint 11, 696 lb uplift at joint 17 and 149 lb uplift at joint 9. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Iy 0 -C E R P No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355125 2463982 RF24 Piggyback Base Structural Gable COMMON 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:25 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-A_YX5MaRcolR6ucuEvh WO5AtoSgjKTv6j4085izy8yq -1-0-1 4-9-11 9-3-14 17-34 25-2-10 32-7-4 0-1 4-9-11 4-6-3 7-11-6 7-11-6 7-4-10 4x8 = 4x8 = 4 55 5 56 6 Scale = 1:66.9 6x8 = 3x4 — 3x4 = 3x8 — 4x4 = 3x4 — 3x6 II 9-3-14 17-3-4 25-2-10 32-7-4 9-3-14 7-11-6 7-11-6 7-4-10 Plate Offsets (X,Y)-- [4:0-5-8,0-2-01, [6:0-6-0,0-2-41, [7:0-1-4,0-1-121 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-11,6-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 14=0-7-4, 8=0-8-0 Max Horz 14=-435(LC 10) Max Uplift 14=-690(LC 12), 8=-666(LC 12) Max Grav 14=1642(LC 17), 8=1549(LC 18) CSI. DEFL. in (loc) I/clef] L/d TC 0.86 Vert(LL) -0.30 13-14 >999 240 BC 0.77 Vert(CT) -0.49 13-14 >795 180 WB 0.89 Horz(CT) 0.03 8 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 401 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-11, 6-9, 3-14, 7-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/289, 3-4=-1331/700, 4-5=-1272/753, 5-6=-1272/753, 6-7=-1115/539, 2-14=-315/337, 7-8=-1411/681 BOT CHORD 13-14=-461/984, 11-13=-440/1180, 9-11=-337/899 WEBS 3-13=-102/560, 4-11 =-1 50/437, 5-11=-549/396, 6-11=-307/702, 6-9=-417/313, 3-14=-1461/520, 7-9=-413/1138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-0-12 to 2-2-6, Interior(1) 2-2-6 to 9-3-14, Exterior(2R) 9-3-14 to 13-11-3, Interior(1) 13-11-3 to 25-2-10, Exterior(2R) 25-2-10 to 29-9-15, Interior(1) 29-9-15 to 32-5-8 zone; end vertical left exposed;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 ANSIITPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 14 and 666 lb uplift at joint 8. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l ♦�� -C E R P i i No 22839 �'.• S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type city Ply T22355126 2463982 RF25 Attic 8 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:26 2021 Page 1 I D:pBEkUNrBLCY7gmvUFZgElryLwsf-eA6vlib3N6tik2B5odClwl i 1 Zs_z3v4Gykmid8zy8yp 4-10-14 8-9-12 8-11-1 11-8-11 17-4-10 19-1-4 25-3-6 32-8-0 4-10-14 3-10-14 1-1-5 1-9-10 5-7-15 1-8-10 6-2-2 7-4-10 i 0 5x8 = 2x4 11 4x8 = 5 6 19 20 7 Scale = 1:67.8 3x6 = 14 13 12 11 23 10 24 9 2x4 II 7x8 = 3x10 II 4x8 = 3x6 6x8 = 4-10-14 8-9-12 19-1-4 25-3-6 32-8-0 4-10-14 3-10-14 10-3-8 6-2-2 7-4-10 Plate Offsets (X,Y)-- [2:0-4-0,0-3-41, [4:0-3-0,0-2-01, [5:0-6-0,0-2-41, [7:0-5-8,0-2-01, [8:0-1-4,0-1-121, [13:0-3-8,0-4-81, [15:0-4-14,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.36 12-13 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.59 12-13 >664 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Attic -0.22 12-13 559 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 2-5: 2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP M 26 *Except* WEBS 1-13: 2x6 SP No.2 WEBS 2x4 SP No.3 JOINTS REACTIONS. (size) 1=Mechanical, 9=Mechanical Max Horz 1=315(LC 12) Max Uplift 1=-472(LC 12), 9=-559(LC 12) Max Grav 1=1991(LC 18), 9=1802(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3568/808, 2-3=-3110/663, 3-4=-2495/658, 4-5=-696/175, 5-6=-482/188, 6-7=-490/194, 7-8=-1347/451, 8-9=-1634/571 BOT CHORD 1-14=-937/3244, 13-14=-936/3241, 12-13=-638/2635, 10-12=-636/2635 WEBS 3-13=-99/991, 12-15=0/1011, 6-15=-376/262, 7-1 0=-1 58/872, 4-16=-2335/754, 15-16=-2343/756, 8-10=-308/1403, 5-16=-70/413, 5-15=-302/175, 10-15=-2236/548, 7-15=-1065/521, 2-13=-761/374 PLATES GRIP MT20 244/190 Weight: 256 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 7-5-1 oc bracing. 1 Row at midpt 8-9, 10-15 2 Rows at 1/3 pts 4-15 1 Brace at Jt(s): 15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-8 to 3-4-11, Interior(1) 3-4-11 to 17-4-10, Exterior(2R) 17-4-10 to 22-0-1, Interior(1) 22-0-1 to 25-3-6, Exterior(2R) 25-3-6 to 29-10-13, Interior(1) 29-10-13 to 32-6-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-16, 15-16; Wall dead load (5.0psf) on member(s).3-13, 12-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 1 and 559 lb uplift at joint 9. 11) Attic room checked for U360 deflection. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l N�� -C E R P i No 22839 i ��..*A�)F Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355127 2463982 RF26 Piggyback Base Girder 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:28 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-bZEfjNcKuj7OzMKTv2ED?joQhfgMXpaYP2Fpi 1 zy8yn 4-8-5 8-11-2 13-1-14 17-4-10 21-4-0 25-3-6 28-9-15 32-8-0 4-8-5 4-2-12 4-2-12 4-2-12 3-11-6 3-11-6 3-6-9 3-10-1 4x8 = 2x4 11 4x8 = 7.00 12 5x6 — 20 21 19 22 23 18 24 2517 16 26 27 28 15 29 30 14 11332 12 33 11 34 10 HTU26 2x4 II 5x6 = 6x8 = 4x6 = 5x8 = 3x4 = 4x6 = 3x10 11 HTU26 HTU26 HTU26 HTU26 4x6 = HTU26 HTU26 4x6 — HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4-8-5 8-11-2 13-1-14 17-4-10 21-4-0 25-3-6 28-9-15 32-8-0 4-8-5 4-2-12 4-2-12 4-2-12 3-11-6 3-11-6 3-6-9 3-10-1 Plate Offsets (X,Y)-- [1:0-2-0,0-0-11, [3:0-3-0,0-3-01, [5:0-5-8,0-2-01, [7:0-5-8,0-1-121, [14:0-2-0,0-2-01, [18:0-3-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 10.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 * Rep Stress Incr NO WB 0.96 BCDL 10.0 Code FBC2020/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 14-17: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 10=Mechanical Max Horz 1=315(LC 25) Max Uplift 1=-3978(LC 8), 10=-3112(LC 8) Max Grav 1=6089(LC 29), 10=4657(LC 29) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.3016-18 >999 240 MT20 244/190 Vert(CT) -0.34 16-18 >999 180 Horz(CT) 0.07 10 n/a n/a Scale = 1:75.7 Weight: 596 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. WEBS 1 Row at micipt 4-15, 5-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10696/7017, 2-3=-9146/6078, 3-4=-7251/4891, 4-5=-5373/3722, 5-6=-3965/2853, 6-7=-3965/2853, 7-8=-3391/2408, 8-9=-2392/1630, 9-10=-4476/3022 BOT CHORD 1-19=-6282/9373, 18-19=-6282/9373, 16-18=-5320/7973, 15-16=-4189/6336, 13-15=-3082/4727, 12-13=-1882/2913, 11-12=-1350/2040 WEBS 2-19=-899/1406, 2-18=-1616/1111, 3-18=-1826/2726, 3-16=-2624/1813, 4-16=-2391/3571, 4-15=-3358/2310, 5-15=-2855/4239, 5-13=-1933/1253, 7-13=-2047/3056, 7-12=-1327/892, 8-12=-1343/2136, 8-11=-2579/1763, 9-11=-2516/3810 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3978 lb uplift at joint 1 and 3112 lb uplift at joint 10. 11) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 20-1Odx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 30-10-4 to connect truss(es) to front face of bottom chord. Cla)tF&�U"jb$ 2 where hanger is in contact with lumber. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• OF Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355127 2463982 RF26 Piggyback Base Girder 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:28 2021 Page 2 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-bZEfjNcKuj70zMKTv2ED?joQhfgMXpaYP2Fpi 1 zy8yn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-9=-60, 1-10=-20 Concentrated Loads (lb) Vert: 12=-246(F) 11 =-246(F) 14=-246(F) 20=-571 (F) 21 =-571 (F) 22=-571 (F) 23=-571 (F) 24=-571 (F) 25=-571 (F) 26=-571 (F) 27=-571 (F) 28=-571 (F) 29=-571 (F) 31 =-237(F) 32=-246(F) 33=-246(F) 34=-246(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355128 2463982 RF27 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:30 2021 Page 1 I D:pBEkUNrBLCY7gmvUFZgElryLwsf-XyMQ83eaQKNkCfUsl THh58tikTRK?i UrsMkvmvzy8yl 1-0- 4-5-3 8-4-13 12-4-6 16-0-0 20-3-10 24-3-3 28-2-13 32-8-0 -0-0 4-5-3 3-11-10 3-11-10 3-11-10 3-11-10 3-11-10 3-11-10 4-5-3 �1 0 7x8 7.00 12 4x8 fi 20 19 "' 17 „' "' — 14 „"` — 12 " "' 11 — — 3x6 11 4x6 = 8x10 = 7x8 = 6x8 = 10x16 MT20HS = 8x10 = 3x10 11 6x12 MT20HS ALL CONCENTRATED LOADS Special HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 MUST BE EQUALLY DISTRIBUTED HTU26 TO EACH PLY OF THE TRUSS. 17-2-8 4-5-31 8-4-13 12-4-6 15-5-8 }6-4-Q 20-3-10 24-3-3 28-2-13 32-8-0 4-5-3 3-11-10 3-11-10 3-1-2 -10- 3-1-2 3-11-10 3-11-10 45-3 N Ia 6 Scale = 1:69.8 Plate Offsets (X,Y)-- [2:0-3-7,0-1-12], [4:0-3-0,0-3-0], [7:0-1-12,0-2-0], [8:0-2-4,0-3-0], [10:0-3-12,Edge], [12:0-3-8,0-5-8], [14:0-6-12,0-6-0], [15:0-2-4,0-3-12], [16:0-3-0,0-5-8], [18:0-3-4,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.29 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.47 12-14 >813 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 829 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 6-16,6-15: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=393(LC 25) Max Uplift 2=-3793(LC 8), 10=-5367(LC 8) Max Grav 2=7682(LC 30), 10=14460(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13795/6678, 3-4=-14154/6937, 4-5=-13934/6916, 5-6=-13792/6843, 6-7=-14111/6773, 7-8=-16902/7398, 8-9=-20904/8463, 9-10=-24247/9218 BOT CHORD 2-20=-5641/12020, 19-20=-5641/12020, 17-19=-5792/12419, 16-17=-5643/12173, 15-16=-5116/11478, 14-15=-6062/14553, 12-14=-7086/17944, 11-12=-7820/20719, 10-11=-7820/20719 WEBS 7-14=-1670/6773, 8-14=-5403/1631, 8-12=-1619/6000, 9-12=-3177/836, 9-11=-802/3513, 5-16=-551/451, 5-17=-286/321, 4-17=-515/373, 4-19=-206/325, 3-19=-551/663, 3-20=-507/313, 6-16=-3666/5782, 6-15=-3025/8399, 7-15=-6031/1662 NOTES- 1) N/A 2) 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: 2x8 - 4 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3793 lb uplift at joint 2 and 5367 lb Contlit"alrjq bW12 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E*N,3 No 22839 ��••tTE OF ' 1JJ 44/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355128 2463982 RF27 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:30 2021 Page 2 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-XyMQ83eaQKNkCfUsl THh58tikTRK?i UrsMkvmvzy8yl NOTES- 11) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-4-12 from the left end to 30-8-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5633 lb down and 3998 lb up at 15-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Attic room checked for U360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-10=-60, 2-10=-20 Concentrated Loads (lb) Vert: 16=-5633(F) 15=-1458(F) 21=-1458(F) 22=-1458(F) 23=-1458(F) 24=-1458(F) 25=-1458(F) 26=-1458(F) 27=-1458(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355129 2463982 RF28 Monopitch 10 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:31 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-?8voLPfCBeVagp32bAowdMQw6tl_kKg?50TTJ LzySyk r1-0-0, 8-5-13 15-4-0 1-0-0 8-5-13 6-10-3 2x4 11 F 4 Scale = 1:52.3 3x4 = 0 5 2x4 11 6x8 = 8-5-13 15-4-0 8-5-13 6-10-3 Plate Offsets (X,Y)-- [2:0-0-5,Edge], [3:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 2-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.26 2-6 >694 180 BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 1 Row at micipt 4-5, 3-5 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=522(LC 12) Max Uplift 5=-429(LC 12), 2=-252(LC 12) Max Grav 5=668(LC 17), 2=678(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-743/92 BOT CHORD 2-6=-473/659, 5-6=-473/659 WEBS 3-6=0/360, 3-5=-814/584 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-2-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 5 and 252 lb uplift at joint 2. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti �� No 22839 ��.. A F '0i81 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355130 2463982 RF29 Monopitch Structural Gable 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:31 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-?8voLPfCBeVagp32bAowdMQwFtnJkLp?50TTJLzy8yk -1-0-0, 8-5-13 15-4-0 1-0-0 8-5-13 6-10-3 qI1 0 3x6 = 5 o Q c 3x4 = 8-5-13 81 154-0 8-5-13 0- -3 6-8-0 Plate Offsets (X,Y)-- [2:0-6-4,0-0-61, [3:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.79 Vert(LL) -0.05 5-6 >999 240 BC 0.57 Vert(CT) -0.11 5-6 >763 180 WB 0.22 Horz(CT) -0.00 5 n/a n/a Matrix-S Scale = 1:49.4 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at micipt 4-5, 3-5 REACTIONS. All bearings 8-8-0 except Qt=length) 5=Mechanical, 6=0-3-8, 6=0-3-8. (lb) - Max Horz 2=522(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 5=-265(LC 12), 7=-127(LC 3), 9=-115(LC 12), 6=-267(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 8, 9 except 5=310(LC 17), 2=288(LC 1), 6=632(LC 17), 6=595(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/171 WEBS 3-6=-466/392 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except Qt=lb) 5=265, 7=127, 9=115, 6=267. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..00111111/l111 ��� -� E R P. pile., G•E•N SF•,ti �� No 22839 44/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355131 2463982 RF30 Monopitch 6 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:32 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-TKTAZlfgyydRSzeF8tJ9AZyDOH6YTpl8KgDOrozy8yj -1-0-0 3-9-1 7-4-0 I 2x4 — LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=271(LC 12) Max Uplift 5=-193(LC 12), 2=-174(LC 12) Max Grav 5=303(LC 17), 2=362(LC 1) 2x4 11 5x6 = 7-4-0 7-4-0 Scale = 1:28.4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.26 Vert(LL) -0.13 2-5 >621 240 MT20 244/190 BC 0.63 Vert(CT) -0.26 2-5 >311 180 WB 0.14 Horz(CT) -0.00 5 n/a n/a Matrix-P Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/118 BOT CHORD 2-5=-413/345 WEBS 3-5=-402/482 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-2-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=193, 2=174. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 ��••tTE OF ' 14J 44/ O�� • � -Rz r z-: % s;11 N A1 % Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355132 2463982 RF31 ROOF TRUSS 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:33 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-xX1 Ym5gSj FI137DRibgOinV EagTdC2jHZKyZNEzy8yi 1-0- 4-10-11 9-3-13 13-8-14 18-2-0 21-1-4 24-4-0 0- 4-10-11 4-5-2 4-5-2 4-5-2 2-11-4 3-2-12 4x6 11 7.no Scale = 1:71.5 3x6 II 8x10 = 7x14 MT20HS = HTU26 10x12 = HTU26 5x12 II HGUS28-2 3x8 II HTU26 12x14 = HTU26 HTU26 HTU26 HTU26 HTU26 4-10-11 7-5-8 9-3-13 13-8-14 18-2-0 24-4-0 4-10-11 2-6-13 1-10-5 4-5-2 4-5-2 6-2-0 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [4:0-3-8,0-3-0], [5:0-1-8,0-2-4], [9:0-6-0,0-3-0], [10:0-3-4,0-6-4], [11:0-3-8,0-6-0], [13:0-6-4,0-1-8], [14:0-5-0,0-5-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.26 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.40 11-13 >711 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 453 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins, 1-4: 2x4 SP No.1 except end verticals. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 4-11, 5-10, 7-9 5-11,5-10,6-10,7-10: 2x4 SP No.2, 7-9: 2x4 SP M 31 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=431(LC 8) Max Uplift 2=-4195(LC 8), 9=-4476(LC 8) Max Grav 2=8532(LC 2), 9=11569(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15533/7503, 3-4=-15592/7553, 4-5=-10059/4234, 5-6=-6230/2582, 6-7=-6182/2591 BOT CHORD 2-15=-6716/13254, 14-15=-6716/13254, 13-14=-5832/12345, 11-13=-5853/12397, 10-11=-3673/8642, 9-1 0=-1 303/3249 WEBS 3-15=-254/136, 3-14=-429/436, 4-13=-1525/3745, 4-11=-5790/3362, 5-11 =-3430/761 0, 5-1 0=-6765/3221. 6-1 0=-2425/5981. 7-1 0=-2464/6471. 7-9=-9796/3931. 4-14=-2645/3649 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide metal plate or equivalent at bearing(s) 9 to support reaction shown. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=4195, 9=4476. 12) Use Simpson Strong -Tie HGUS28-2 (36-16d Girder, 12-16d Truss) or equivalent at 7-5-8 from the left end to connect truss(es) to ConthwddfanqpQbbc9tom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N,3 •�' ''' i No 22839 �'.• S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355132 2463982 RF31 ROOF TRUSS 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:33 2021 Page 2 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-xX1 Ym5gSj FI137DRibgOinV EagTdC2jHZKyZNEZy8yi NOTES- 13) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-4-12 from the left end to 22-8-12 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Attic room checked for U360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 2-9=-20 Concentrated Loads (lb) Vert: 14=-4340(B) 13=-1416(B) 16=-1416(B) 17=-1416(B) 18=-1416(B) 20=-1416(B) 21=-1416(B) 22=-1416(B) 23=-1416(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355133 2463982 RF32 ATTIC 4 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:34 2021 Page 1 I D:pBEkUNrBLCY7gmvU FZgEI ryLwsf-Pjbw_Rh5UZt9hHodG ILd F_2Ok4n4xX5Rnzi7vgzy8yh 22-1-12 1-0- 5-5-2 9-10-4 14-5-8 1 -4-1 18-2-0 20-11-3 21-10- 24-4-0 -0-0 5-5-2 4-5-2 4-7-4 -11 2-9-3 2-9-3 -11- 2-2-4 5x6 = 4x8 = 14 — 12 11 10 3xis 8x10 = 4x6 = 12x14 = 3x10 5-5-2 9-10-4 18-2-0 22-1-12 24 4-0 5-5-2 4-5-2 8-3-12 3-11-12 22 Plate Offsets (X,Y)-- [2:0-4-0,0-1-111, [3:0-4-0,0-3-41, [5:0-3-0,0-2-01, [7:0-3-0,0-2-01, [9:Edge,0-1-121, [11:0-3-8,0-6-41 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.45 11-12 >631 240 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.84 11-12 >342 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Attic -0.24 11-12 619 360 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD WEBS 2x4 SP No.3 WEBS JOINTS REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=284(LC 12) Max Uplift 2=-284(LC 12), 10=-216(LC 12) Max Grav 2=931(LC 18), 10=1102(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1624/401, 3-4=-851/117, 4-5=-681/226, 7-8=-694/285, 8-9=-662/148, 9-10=-2445/572 BOT CHORD 2-14=-551/1489, 12-14=-539/1461, 11-12=-176/686 WEBS 3-14=-244/607, 3-12=-955/447, 4-12=-60/273, 5-15=-824/244, 7-15=-824/244, 8-11=-334/212, 9-11=-619/2400 Scale = 1:67.6 PLATES GRIP MT20 244/190 Weight: 199 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-3 oc bracing. 1 Row at micipt 9-10 1 Brace at Jt(s): 15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-2-0, Exterior(2R) 18-2-0 to 21-3-2, Interior(1) 21-3-2 to 24-2-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15; Wall dead load (5.Opsf) on member(s).4-12, 8-11 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=284, 10=216. 9) Attic room checked for U360 deflection. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -� E R P. pile., i No 22839 ��•• tTE OF ' 1JJ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type city Ply T22355134 2463982 RF33 Attic Girder 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:36 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-M6jhO6jLOA7twayONjN5KP7rOuvvTPbjkFHBE_Zzy8yf -1-0- 5-9-2 1_6-4 14-6-12 1 -4- 3 18-2-0 20-11-3 21-9 25-9-12 30-6-14 36-4-0 -0- 5-9-2 4-9-2 4-0-8 0-10-1 2-9-3 2-9-3 0-10-1 4-0-8 4-9-2 5-9-2 5x6 = Scale = 1:72.6 4x8 — 18 " 16 1. 14 13 " 11 " — 11 3x6 11 6x8 4x6 — 6x8 = 4x6 — 6x8 = 3x6 11 LUS26 4x8 = LUS26 LUS26 LUS26 LUS26 LUS26 5-9-2 10-6-4 15-0-3 18-2-0 , 24-0-0 25-9-12 30-6-14 36-4-0 5-9-2 4-9-2 4-5-15 3-1-13 5-10-0 1-9-12 4-9-2 5-9-2 Plate Offsets (X,Y)-- [2:0-4-0,0-1-111, [3:0-4-0,0-3-41, [5:0-3-0,0-2-01, [7:0-3-0,0-2-01, [9:0-4-0,0-3-41, [10:0-4-0,0-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.36 14-16 >796 240 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.61 14-16 >469 180 BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Attic -0.22 13-16 816 360 LUMBER - TOP CHORD 2x6 SP M 26 *Except* 1-3,9-10: 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-8-0 Max Horz 2=441(LC 7) Max Uplift 2=-595(LC 26), 10=-853(LC 8), 14=-715(LC 8) Max Grav 2=1739(LC 14), 10=2057(LC 30), 14=2546(LC 31) m Iq 0 PLATES GRIP MT20 244/190 Weight: 507 lb FT = 20% 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. JOINTS 1 Brace at Jt(s): 19 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2972/820, 3-4=-2060/553, 4-5=-1522/596, 5-6=-88/618, 6-7=-26/434, 7-8=-1706/620, 8-9=-2070/515, 9-10=-2917/1184 BOT CHORD 2-18=-611/2806, 16-18=-606/2787, 14-16=-173/1747, 13-14=-173/1747, 11-13=-903/2465, 10-11=-931/2496 WEBS 8-13=-259/435, 9-13=-1516/956, 9-11 =-1 094/1280, 4-16=-41/792, 3-16=-1276/532, 3-18=-146/475, 5-19=-2259/750, 7-19=-2259/750 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-19, 7-19; Wall dead load (5.Opsf) on member(s).8-13, 4-16 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16, 13-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=595, 10=853, 14=715. 11) Use Simpson Strong -Tie LUS26 (4-1Od Girder, 3-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 25-4-12 from the left end to 34-10-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 R P. G•E•N SF •�' ''' i No 22839 i ��..*A)l F : 44/ % 4"rS;� N A� 1111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type city Ply T22355134 2463982 RF33 Attic Girder 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:36 2021 Page 2 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-M6jhO6jLOA7tway0NjN5KP7rOuWTPbjkFHBE_Zzy8yf NOTES- 13) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 14) Attic room checked for U360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-70, 5-6=-60, 6-7=-60, 7-8=-70, 8-10=-60, 2-16=-20, 13-16=-30, 10-13=-20, 5-7=-10 Drag: 8-13=-10, 4-16=-10 Concentrated Loads (lb) Vert: 20=-301 (B) 21 =-301 (B) 22=-301 (B) 23=-301 (B) 24=-301 (B) 25=-301 (B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T22355135 2463982 RF34 Attic 7 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:38 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-IUgRpokbYnObAu5OV8QZPgC64h7utNT1ibgK2Szy8yd -1-0- 5-9-2 1_6-4 14-6-12 1 -4- 3 18-2-0 20-11-3 21-9 25-9-12 30-6-14 36-4-0 7-4- 0- 5-9-2 4-9-2 4-0-8 0-10-1 2-9-3 2-9-3 0-10-1 4-0-8 4-9-2 5-9-2 -0- 5x8 = 4x8 = 19 '. 17 '" 15 14 12 4x8 = 3x6 11 8x10 = 4x6 = 7x14 MT20HS = 4x6 = 7x6 = 3x6 11 Scale = 1:72.2 5-9-2 10-6 4 18-2-0 24-0-0 25-9-12 30-6-14 36-4-0 5-9-2 4-9-2 7-7-12 5-10-0 1-9-12 4-9-2 5-9-2 Plate Offsets (X,Y)-- [2:0-4-0,0-1-111, [3:0-4-0,0-3-41, [5:0-3-0,0-2-01, [7:0-3-0,0-2-01, [9:0-4-0,0-3-41, [10:0-4-0,0-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.78 15-17 >365 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.32 15-17 >215 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Attic -0.48 14-17 383 360 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. 1-3,9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E JOINTS 1 Brace at Jt(s): 20 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 15=0-8-0 Max Horz 2=449(LC 11) Max Uplift 2=-572(LC 12), 10=-500(LC 12), 15=-221(LC 12) Max Grav 2=1727(LC 18), 10=1152(LC 1), 15=1525(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2951/884, 3-4=-2037/584, 4-5=-1511/649, 5-6=-66/607, 6-7=-13/427, 7-8=-1691/683, 8-9=-2052/576, 9-1 0=- 1746/694 BOT CHORD 2-19=-624/2802, 17-1 9=-61 6/2782, 15-17=-153/1747, 14-15=-153/1747, 1 2-14=-443/1 516, 10-12=-444/1488 WEBS 5-20=-2233/781, 7-20=-2233/781, 8-14=-260/430, 9-14=-368/368, 9-12=-612/133, 4-17=0/833, 3-17=-1271/568, 3-19=-162/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-7-10, Interior(1) 2-7-10 to 18-2-0, Exterior(2R) 18-2-0 to 21-9-10, Interior(1) 21-9-10 to 37-4-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-20, 7-20; Wall dead load (5.Opsf) on member(s).8-14, 4-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17, 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=572, 10=500, 15=221. 10) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 11) Attic room checked for U360 deflection. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -C E R P No 22839 ��••tTE OF ' 1JJ 4i`,5"�10 N A11 0 111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355136 2463982 RF35 Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:39 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-mhOpl81DJ5WSo2gb3sxoy21Ra5elcy4AxFPubuzy8yc -1-0- 18-2-0 36-4-0 74- 0- 18-2-0 18-2-0 -0- 5x6 = 24 6 3x6 = 40 39 38 37 36 35 33 32 31 30 29 27 26 25 24 23 22 3x6 = 34 28 3x6 - 3x6 - Scale = 1:74.4 36-4-0 36-4-0 Plate Offsets (X,Y)-- [2:0-3-3,0-1-81, [5:0-3-0,0-3-01, [17:0-3-0,0-3-01, [20:0-3-3,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 21 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 21 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 20 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 259 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 11-31, 10-32, 9-33, 12-30, 13-29 REACTIONS. All bearings 36-4-0. (lb) - Max Horz 2=453(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 2, 31, 32, 30, 20 except 33=-124(LC 12), 35=-113(LC 12), 36=-115(LC 12), 37=-116(LC 12), 38=-114(LC 12), 39=-118(LC 12), 40=-105(LC 12), 29=-124(LC 12), 27=-113(LC 12), 26=-115(LC 12), 25=-116(LC 12), 24=-114(LC 12), 23=-118(LC 12), 22=-105(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 2, 32, 33, 35, 36, 37, 38, 39, 40, 30, 29, 27, 26, 25, 24, 23, 22, 20 except 31=300(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/339, 3-4=-302/303, 4-5=-278/275, 5-6=-253/246, 8-9=-190/316, 9-10=-245/412, 10-11=-292/492, 11-12=-292/492, 12-13=-245/412, 13-14=-190/316 BOT CHORD 2-40=-157/301, 39-40=-157/301, 38-39=-157/301, 37-38=-157/302, 36-37=-157/302, 35-36=-157/302, 33-35=-157/302, 32-33=-157/302, 31-32=-157/302, 30-31=-157/302, 29-30=-157/302, 27-29=-157/302, 26-27=-157/302, 25-26=-157/302, 24-25=-157/302, 23-24=-157/301. 22-23=-157/301. 20-22=-157/301 WEBS 11 -31 =-356/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-7-10, Exterior(2N) 2-7-10 to 18-2-0, Corner(3R) 18-2-0 to 21-9-10, Exterior(2N) 21-9-10 to 37-4-0 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 2-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 32, 30, 20 except Qt=lb) 33=124, 35=113, 36=115, 37=116, 38=114, 39=118, 40=105, 29=124, 27=113, 26=115, 25=116, 24=114, 23=118, 22=105. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 20. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 i i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355137 2463982 RF36 Monopitch 12 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:40 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-EtyBEUmr4PeJ PCFncZS 1 VFI W W VoLLOgJAv9R7Kzy8yb -1-0-0 6-4-13 9-34 2x4 II 3x8 = Scale = 1:18.8 9-3-4 9-3-4 Plate Offsets (X,Y)-- [2:0-6-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.20 2-5 >528 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.41 2-5 >255 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. REACTIONS. (size) 5=0-7-4, 2=0-8-0 Max Horz 2=100(LC 8) Max Uplift 5=-197(LC 9), 2=-296(LC 8) Max Grav 5=346(LC 1), 2=438(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-720/889 BOT CHORD 2-5=-979/728 WEBS 3-5=-708/1041 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-1-8 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=197. 2=296. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��••tTE OF ' 1JJ 4i`,5" I10 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355138 2463982 RF37 Monopitch 6 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, -1-0-0 o nn 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:41 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-i3WaSgmUgimA1 MgzAGzG 1 Tqd IVDE4IATOZU?fmzy8ya 7-4-0 6x12 MT20HS = 3x4 = Scale: 3/4"=l' 7-4-0 7-4-0 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [3:0-3-2,Edgej, [4:Edge,0-3-8), [5:0-2-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.05 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 2-4 >883 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-3-0 Max Horz 2=80(LC 8) Max Uplift 2=-260(LC 8), 6=-139(LC 9) Max Grav 2=362(LC 1), 6=243(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-413/461, 3-5=-311/700 BOT CHORD 2-4=-525/426 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-12 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=260, 6=139. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'1JJ44/ A� �% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355139 2463982 V1 Valley 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, v a a 2x4 i 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:41 2021 Page 1 I D:pBEkUNrBLCY7gmvU FZgElryLwsf-i3WaSgmUgimA1 MgzAGzG 1 TgpSvJ 14vlTOZu?fmzy8ya 2-0-0 2x4 = 2x4 11 2 Scale = 1:8.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=1-11-9, 3=1-11-9 Max Horz 1=41(LC 12) Max Uplift 1=-14(LC 12), 3=-38(LC 12) Max Grav 1=53(LC 1), 3=59(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -C ER P- i No 22839 ��.• S Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355140 2463982 V2 Valley 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:52 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-uBhklbvNF58cr2A5J4gr_nndrL1h9tU4wn34Yezy8yP 4-0-0 2x4 11 2 2x4 i 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-11-9, 3=3-11-9 Max Horz 1=104(LC 12) Max Uplift 1=-35(LC 12), 3=-95(LC 12) Max Grav 1=133(LC 1), 3=149(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:14.5 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 3-10-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -C ER P- No 22839 F ��•• O'1JJ Z 44/ 4i`,5"�10 N A� 0% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355141 2463982 V3 GABLE 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, v b 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:57 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-E8UdplzW3dnuyp226dGOhrVVOMlmg7zg42mrDrzy8yK 6-0-0 2x4 11 3 5 4 2x4 i 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=166(LC 12) Max Uplift 4=-19(LC 12), 5=-205(LC 12) Max Grav 1=113(LC 1), 4=30(LC 17), 5=322(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-290/380 Scale = 1:22.6 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-10-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=205. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��..*A�)F 81 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355142 2463982 V4 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, v cs 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:57 2021 Page 1 I D:pBEkUNrBLCY7gmvU FZgEI ryLwsf-E8UdplzW3dnuyp226dGOhrVVQMkgg6jg42mrDrzy8yK 8-0-0 2x4 11 3 2x4 i 5 4 2x4 11 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=229(LC 12) Max Uplift 4=-86(LC 12), 5=-263(LC 12) Max Grav 1=100(LC 1), 4=134(LC 17), 5=413(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/189 WEBS 2-5=-341/433 Scale = 1:29.4 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 7-10-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=263. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 ��.. A F '0.-; 81� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355143 2463982 V5 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 2x4 i 2x4 11 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:58 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-jK2?0e_8gxvlZzdEgLnFD21 hyl4MZaNzIiWOmHzy8yJ 10-0-0 2x4 11 2x4 11 4 52x4 11 Scale = 1:36.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-0-0. (lb) - Max Horz 1=291(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-247(LC 12), 6=-189(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=388(LC 17), 6=298(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-385/219 WEBS 2-7=-296/344, 3-6=-233/315 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 9-10-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=247. 6=189. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355144 2463982 V6 Valley 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 2-0-0 q a 0 2x4 i 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:59 2021 Page 1 I D:pBEkU NrBLCY7gmvUFZgElryLwsf-BXcN D_mbE1 cB7CRE21 UmGatJ9R?12C6XM Fyl kzy8yl 4-0-0 3x4 = 2 2x4 -� Scale = 1:8.5 19 0 0 7 4-0-0 0- -7 3-11-9 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-2, 3=3-11-2 Max Horz 1=-33(LC 10) Max Uplift 1=-57(LC 12), 3=-57(LC 12) Max Grav 1=117(LC 1), 3=117(LC 1) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF •�' ''' i No 22839 F ��•• O'14J Z 44/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355145 2463982 V7 Valley 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 4-0-0 4-0-0 2x4 i 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:59 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-BXcN D_mbE1 cB7CRE21 UmGapT9QV I1 C6XMFylkzy8yl 8-0-0 4x4 = 2x4 Scale = 1:17.2 0- -7 8-0-0 0- -7 7-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-11-2, 3=7-11-2, 4=7-11-2 Max Horz 1=-78(LC 10) Max Uplift 1=-93(LC 12), 3=-93(LC 12), 4=-86(LC 12) Max Grav 1=144(LC 1), 3=148(LC 18), 4=265(LC 1) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 7-5-8 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 ��••tTE OF ' 1JJ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355146 2463982 V8 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 6-0-0 v a 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:09:01 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-7vj8eg007sHKQQMpLTKyrhfC6z5xlx7P?gk2Mczy8yG 12-0-0 4x4 = 8 7 6 3x4 i 2x4 2x4 2x4 1 1 3x4 � 12-0-0 12-0-0 Scale: 1/2"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (lb) - Max Horz 1=123(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-214(LC 12), 6=-214(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=277(LC 1), 8=334(LC 17), 6=334(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-307/343, 4-6=-307/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-5-8 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except Qt=lb) 8=214, 6=214. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..001III fill No 22839 ��••tTE OF ' 1JJ 4"rl" Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355147 2463982 V9 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8-0-0 a 0 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:09:01 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-7vj8eg007sHKQQMpLTKyrhfBOz6BIxCP?gk2Mczy8yG 16-0-0 4x4 = 3x4 i q R 7 a 3x4 2x4 II 3x4 = 2x4 II Scale = 1:30.5 16-0-0 16-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 61 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-169(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8 except 9=-254(LC 12), 6=-254(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 8=261(LC 1), 9=398(LC 17), 6=398(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-320/325, 4-6=-320/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 15-5-8 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8 except Qt=lb) 9=254, 6=254. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355148 2463982 V10 Valley 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:42 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-AF4yfAn6bOulfVPAk_UVagNziJespM?cdDeYCDzy8yZ 2-0-0 3-0-0 ci a a 2x4 i 3x4 = 2 3x4 = Scale = 1:8.6 0 7 3-0-0 0- -7 2-11-9 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-11-9, 3=2-11-9 Max Horz 1=-33(LC 10) Max Uplift 1=-48(LC 12), 3=-48(LC 12) Max Grav 1=98(LC 1), 3=98(LC 1) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF •�' ''' i No 22839 ��••tTE OF ' 1JJ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355149 2463982 V11 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:43 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-fSeKsWokMKOuGf Mlh?k6uw4fizOYo8mstN5kfzy8yY 4-0-0 5-0-0 v a 0 4x4 = 2 2x4 i 2x4 II 2x4 II Scale = 1:14.4 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-0-0, 4=5-0-0, 5=5-0-0 Max Horz 1=82(LC 12) Max Uplift 1=-54(LC 12), 4=-33(LC 12), 5=-82(LC 12) Max Grav 1=131(LC 1), 4=10(LC 18), 5=221(LC 17) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 4-0-0, Exterior(2E) 4-0-0 to 4-10-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 F ��•• O'1JJ Z 44/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355150 2463982 V12 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:44 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-7eCi4spM7d8kupZYrPXzf5SGa6JeHE3v4X7fG5zy8yX 6-0-0 7-0-0 4x4 = 2x4 i 7 6 5 2x4 i 2x4 11 2x4 11 2x4 7-0-0 7-0-0 Scale: 1/2"=l' LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.31 BC 0.16 WB 0.16 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0. (lb) - Max Horz 1=144(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 6 except 7=-243(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=361(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/206 WEBS 2-7=-398/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-0-0, Exterior(2E) 6-0-0 to 6-10-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except Qt=lb) 7=243. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'1JJ Z 44/ • � 0 R `p P:•'N Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355151 2463982 V13 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:45 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-bgm4HBq_uxGbWz8kP62CCJ?RfWelOhN2JBsCoYzy8yW 8-0-0 , 9-0-0 , 5 0 0 2x4 11 9-0-0 9-0-0 4x4 = 2x4 4 5 2x4 11 Scale = 1:31.2 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.29 BC 0.20 WB 0.15 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-0-0. (lb) - Max Horz 1=207(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-271(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 6 except 7=413(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/210 WEBS 2-7=-417/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-0-0, Exterior(2E) 8-0-0 to 8-10-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 7=271. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 ��.. A F '0i81 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355152 2463982 V14 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:46 2021 Page 1 I D:pBEkUNrBLCY7gmvU FZgEI ryLwsf-31 JTVXgcfFOS77jxzgZRkWYdFwyl9OCYrcIL_zy8yV 10-0-0 , 11-0-0 , 4x4 = 2x4 11 4 5 Y 0 0 Scale = 1:36.0 3x4 i 9 8 10 7 62x4 2x4 11 2x4 11 2x4 11 11-0-0 11-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb) - Max Horz 1=269(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 6 except 7=-117(LC 12), 8=-257(LC 12), 9=-184(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=358(LC 17), 8=476(LC 17), 9=335(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/288, 2-3=-287/192 WEBS 3-8=-372/428, 2-9=-271/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 10-0-0, Exterior(2E) 10-0-0 to 10-10-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except Qt=lb) 7=117, 8=257, 9=184. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 ��•• F O'1JJ Z 44/ 4i`,5"�10 N A� 0% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355153 2463982 V15 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:48 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-?PRDwDstBseANQsJ4Ebvpxdz6jfND2wV?95sPszy8yT 12-0-0 13-0-0 , Y 0 0 3x4 i 10 2x4 13-0-0 13-0-0 4x4 = 2x4 4 5 9 8 7 6 2x4 II 3x4 = 2x4 II 2x4 Scale = 1:44.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-0-0. (lb) - Max Horz 1=332(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6 except 7=-121(LC 12), 9=-247(LC 12), 10=-235(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=370(LC 17), 9=474(LC 17), 10=427(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/295, 2-3=-258/176 WEBS 3-9=-341/372, 2-10=-317/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 12-0-0, Exterior(2E) 12-0-0 to 12-10-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=121, 9=247, 10=235. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 ��.. A F '0i81 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355154 2463982 V16 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:49 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-Tc?b7ZtVyAml_aRWey68M995B7y3yU6eEpgQxJzy8yS 14-0-0 15-0-0 a 0 0 4x4 = 2x4 II 4 5 3x4 i 9 12 8 7 6 2x4 11 5x6 = 2x4 Scale = 1:51.5 2x4 15-0-0 15-0-0 Plate Offsets (X,Y)-- [8:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 81 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-0-0. (lb) - Max Horz 1=394(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6 except 7=-130(LC 12), 8=-219(LC 12), 9=-324(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=396(LC 17), 8=451(LC 17), 9=603(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-463/325 WEBS 3-8=-292/308, 2-9=-411/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 14-0-0, Exterior(2E) 14-0-0 to 14-10-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 7=130, 8=219, 9=324. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 ��.. A F '0.-; 81� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355155 2463982 V17 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:50 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZq EI ryLwsf-yoZzKvt7jTuuckOiCfeNvMiEmXHphwfoTTazUlzy8yR 14-5-8 15-5-$ 14-5-8 1-04 3x4 4x4 = 5 6 13 12 11 10 9 8 7 3x4 = 3x4 = 15-5-8 15-5-8 Scale = 1:58.7 Plate Offsets (X,Y)-- [3:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7, 5-8 REACTIONS. All bearings 15-5-8. (lb) - Max Horz 13=421(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7 except 13=-114(LC 10), 8=-104(LC 12), 9=-257(LC 12), 11=-208(LC 12), 12=-361(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 13=345(LC 12), 8=350(LC 17), 9=515(LC 17), 11=446(LC 17), 12=413(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-312/181, 1-2=-578/386, 2-3=-394/266 WEBS 4-9=-326/337, 3-11=-291/283, 2-12=-317/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2E) 14-5-8 to 15-3-12 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 13=114, 8=104, 9=257, 11=208, 12=361. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -C E R P G•E•N SF•,ti �� No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355156 2463982 V18 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:50 2021 Page 1 I D:pBEkUNrBLCY7gmvUFZgEI ryLwsf-yoZzKvt7jTuuckOiCfeNvMiGLXM_h_l oTTazUlzy8yR 4-0-0 6-10-0 4x4 = 5 4 2x4 fi 2x4 II 2x4 = Scale = 1:17.1 6-10-0 6-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-10-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-10-0, 4=6-10-0, 5=6-10-0 Max Horz 1=-70(LC 10) Max Uplift 1=-87(LC 12), 4=-80(LC 12), 5=-74(LC 12) Max Grav 1=131(LC 1), 4=112(LC 18), 5=267(LC 17) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 4-0-0, Exterior(2E) 4-0-0 to 6-8-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 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) 1, 4, 5. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti �� No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355157 2463982 V19 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:51 2021 Page 1 I D:pBEkUN rBLCY7gmvU FZgEI ryLwsf-Q_7MYFulUnOlEubumN9cRaFSGxiDQ05xh7J WOBzy8yQ 6-0-0 8-10-0 4x4 = M O i 7 6 5 2x4 i 2x4 11 2x4 11 2x4 11 Scale: 1/2"=l' 8-10-0 8-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-10-0. (lb) - Max Horz 1=-93(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 6 except 7=-243(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 6=258(LC 17), 7=361(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-373/461 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-0-0, Exterior(2E) 6-0-0 to 8-8-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except Qt=lb) 7=243. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti No 22839 �'.. S i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355158 2463982 V20 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:53 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-M NE6zww?OOHTTCIHtoB4 W?KpVkM EuJmE9Rod44zy8yO 8-0-0 10-10-0 8-0-0 2-10-0 Y 0 0 3x4 i 2x4 11 4x4 = 2x4 11 Scale = 1:30.2 10-10-0 10-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-10-0. (lb) - Max Horz 1=149(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 6 except 7=-257(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 6=265(LC 17), 7=400(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-368/422 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-0-0, Exterior(2E) 8-0-0 to 10-8-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except Qt=lb) 7=257. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 22839 o�.• S Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355159 2463982 V21 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:53 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-MNE6zww?OOHTTCIHtoB4W?KpmkMTuJuE9Rod44zy8yO 10-0-0 12-10-0 4x4 = v 0 0 Scale = 1:36.0 3x4 i 9 8 11 7 62x4 II 2x4 I I 5x6 = 2x4 11 12-10-0 12-10-0 Plate Offsets (X,Y)-- [8:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-10-0. (lb) - Max Horz 1=212(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-262(LC 12), 9=-186(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=383(LC 17), 8=485(LC 17), 9=329(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-339/229 WEBS 3-8=-361/393, 2-9=-259/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 10-0-0, Exterior(2E) 10-0-0 to 12-8-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except Qt=lb) 8=262, 9=186. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 ��••tTE OF ' 1JJ 4i`,5" I10 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355160 2463982 V22 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:54 2021 Page 1 I D:pBEkUNrBLCY7gmvU FZgEI ryLwsf-gZoUAGwdniPK5LKTRViJ3Ct?t8hUdIKN05YBd Wzy8yN 12-0-0 14-10-0 Y 0 0 3x4 i 4x4 = 9 8 7 2x4 11 5x6 = 2x4 11 2x4 11 Scale = 1:44.8 14-10-0 14-10-0 Plate Offsets (X,Y)-- [8:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-10-0. (lb) - Max Horz 1=274(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-250(LC 12), 9=-236(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=392(LC 17), 8=481(LC 17), 9=423(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-342/236 WEBS 3-8=-330/346, 2-9=-304/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 12-0-0, Exterior(2E) 12-0-0 to 14-8-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except Qt=lb) 8=250, 9=236. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 22839 ��•• F O'14J Z 44/ 4i`,5"�10 N A� 0% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355161 2463982 V23 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:55 2021 Page 1 I D:pBEkU NrBLCY7gmvU FZgElryLwsf-I mMsOcxGXOXBiVvf?DDYbQPAfY1 JM BYXclH k9yzy8yM 14-0-0 1 16-10-0 v 0 0 4x4 = 3x4 i 11 10 14 9 8 7 5x6 — 16-10-0 16-10-0 Scale = 1:51.5 Plate Offsets (X,Y)-- [9:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-10-0. (lb) - Max Horz 1=337(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 8 except 1=-111(LC 10), 9=-249(LC 12), 10=-233(LC 12), 11=-193(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=389(LC 17), 9=510(LC 17), 10=436(LC 17), 11=351(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-440/306, 2-3=-316/223 WEBS 4-9=-313/314, 3-10=-294/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 14-0-0, Exterior(2E) 14-0-0 to 16-8-4 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8 except Qt=lb) 1=111, 9=249, 10=233, 11=193. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G•E•N SF•,ti �� No 22839 ��..Q �AF Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 6,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22355162 2463982 V24 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 6 07:08:56 2021 Page 1 ID:pBEkUNrBLCY7gmvUFZgElryLwsf-mywFbyyulJf1 KfTsYwkn8dyKJyNP5dLgrP1 HhPzy8yL 16-0-0 1 18-10-0 , c 0 0 4x4 = 3x4 i 12 11 10 9 8 7 3x4 = 18-10-0 r 18-10-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Scale = 1:55.6 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-8 REACTIONS. All bearings 18-10-0. (lb) - Max Horz 1=400(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 1, 8 except 9=-251(LC 12), 11=-222(LC 12), 12=-237(LC 12) Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=381(LC 17), 9=517(LC 17), 11=438(LC 17), 12=432(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/310, 2-3=-298/203 WEBS 4-9=-311/308, 3-11=-278/257, 2-12=-289/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 16-0-0, Exterior(2E) 16-0-0 to 18-8-4 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1, 8 except Qt=lb) 9=251, 11=222, 12=237. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 R P. 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