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HomeMy WebLinkAboutTruss+ni ni r'�r n��o �nin nenr.i�a F�w.xeexeo r. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J40193A -Callahan Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mathew J. Callahan Const. Project Name: Callahan Residence Moc�ei�'�hacie6ci�a�age Lot/Block: Subdivision: Address: 564 E. Midway Road City: Ft. Pierce State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 [All HeighH Wind Speed: 170 mph Roof Load: 47.0 psf Floor Load: N/A psf This package includes 9 individual, Truss Design Drawings and 0 Additiopalodoirtn s. 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 1 T21165033 A01 8/31/20 2 T21165034 A02 8/31/20 3 T21165035 A03 8/31120 4 T21165036 A04G 8/31/20 5 T21165037 ZCJ1 8/31/20 6 T21165038 ZCJ3 8/31/20 7 T21165039 ZCJ5 8131/20 8 T21165040 - ZEJ7 8/31/20 9 T21165041 ZHJ7 8/31/20 � 1LE COPY This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTeks or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building- Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSlrrPI 1, Chapter 2. August 31,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply Callahan Residence T21165033 J40193A A01 ATTIC 6 1 Job Reference (optional) rL . W40 6.42U s Aug 242020 MITeK Industries, Inc. Mon Aug 31 10:03:28 2020 Page 1 ID: BIsWASGzyb4s5Sgl?OKgCOykNMU-R6AgZP9g7dYRkoeeyEiS41 npgP5_JGDbEDnhEJyiMaz 12.0.0 13.7-5 -1-6.0 41-4 7.10.4 10.4-11 10. 43 13.4.3 16-1-12 1&10.12 240.0 25-6.0 1-6-0 4.1-4 3.9.0 2.6.7 0- 1-43 1-4-3 0. 2:6.7 3.9-0 4.1-4 1-6.0 Scale = 1:44.7 WIND DESIGN USING MWFRS ONLY, PER FOR REQUEST. 3x4 — TYPICAL IN THIS JOB. 3x10 % 23 24 6 25 26 3x10 3x4 = 5x8 = 5x8 = 3x4 = I 8-0.0 i 8.0.0 i 8-0-0 1 7-10-4 16-1-12 24-0-0 Z1n-A Plate Offsets (X Y)— 12:0-1-6 0-0-0] [6:0-2-0 Edge], [10:0-1-6 0-0-0] [12:0-2-12 Edge] [13.0-2-12 Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.37 12-19 >770 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.60 12-13 >484 240 BCLL 0.0 Rep Stress [nor YES WB 0.66 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.24 12-13 >999 240 Weight: 122 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP 270OF 2.2E *Except* TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, 4-5,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 12-13: 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-6-0, 10=0-6.0 Max Horz 2=-201(LC 6) Max Uplift 2=-598(LC 8). 10=598(LC 8) Max Grav 2=1374(LC 22). 10=1374(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2890/979, 3-4=-2339/723, 4-5=2022/728, 5-6=-277/1241, 6-7=-277/1241, 7-8=-2022/728, 8-9=-2339/723, 9-10=28921979 BOT CHORD 2-13=785/2812, 12-13=-439/2089, 10-12=785/2663 WEBS 8-12=-60/675, 4-13=-60/675, 5-7=-3415/1093, 3-13=-827/376, 9-12=-827/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8. 5-7; Wall dead load (5.Opsf) on member(s).8-12, 4-13 electronically signed and 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 sealed by Velez, Joaquin, PE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) Digital 2=598, 10=598. g a Signature. USIn g g 9) Load case(s) 22, 23, 24. 25, 26, 27, 28, 29, 30, 31, 32, 33 hasthave been modified. Building designer must review loads to verify that Printed copies of this they are correct for the intended use of this truss. document are not Considered 10) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. Signed and sealed and the 11) User moving load cases exist: Review the load cases for details. signature must be Verified 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). On. ally electronic Copies. .Joaquin Velez PE No.88182 LOAD CASE(S) Standard Except: MiTek USA, Inc. FL Cart 6634 22) 1 at User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 8004 Parke East Blvd. Tampa FL 33610 Date: August 31.2020 —on inup WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. �— Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall u building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component safety Information avallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Callahan Residence T21165033 J40193A A01 ATTIC 6 1 Job Reference (optional) UAZU s Aug 24 ZUZU MI I eK Industries, Inc. Mon Aug 31 10:03:28 2020 Page 2 ID:BlsWASGzyb4s5Sgl7OKgCOykNMU-R6AgZP9g7dYRkoeeyEiS41npgP5JGDbEDnhEJyiMaz LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5.6=-74(F), 6-7=-74(17), 7-8=-84(F), 8-11=74(F), 14.17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 4=-75 5=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=44(F), 7-8=-84(F), 8-11=74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 20=-75 23=75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(F), 14-17=-20(F), 5-7=-1O(F) Concentrated Loads (lb) Vert: 21=-75 24=75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 6=-75 22=-75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(1`), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert:5=-75 25=-75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=-74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 5=-75 26=-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(17), 5-6=-74(17), 6-7=-74(F), 7-8=84(F), 8-11=74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 7=-75 23=-75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 7=-75 24=-75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(1=), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 6=75 27=-75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 25=-75 28=75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(17), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 26=-75 29=75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-11=74(F), 14-17=-20(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 8=-75 7=-75 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. " Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracng of trusses and truss systems, see ANSI11-P/1 Quality Criteria, DSB-89 and HCSI 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 Callahan Residence T21165034 J40193A A02 ATTIC 2 1 Job Reference (optional) tea„ vuao, uss, rr. nerce, rL 04a4o 8.420 s Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 10:03:29 2020 Page 1 I D: BlsWASGzyb4s5Sgl7OKgCOykNMU-wlk2nkAJuxgHMyDgwxDhdFK7upQa2lrkTtWEnmyiMay 11-0-0 13.9-0 -1-6-o - 1-_4 7.10-4 103.0 10411 13.0.0 1 7- 1&1-12 19.10.12 z4-o-o zs-6-o 4-1-4 3-9-0 2.4A2 0.1- 1 2-a0 -7-5 12 3.9.0 4.1-4 1-fr0 0-7.5 0-1-11 Scale = 1:45.4 3x4 = 3x10 i 3x4 = 3x10 24 6 25 26 27 7 28 8 3x4 = _ _ 5x8 = _ _ 5x8 = 3x4 = 7-10-4 16-1-12 24-0-0 7-10.4 i A-14_A Plate Offsets (X,Y)— [2:0-1-6 0-0-0] [6:0-2-0 0-2-11] [7:0-2-0 0-2-11] [11:0-1-6 0-0-01 it3:0-2-12 Edge], [14:0-2-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.37 14-17 >770 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.53 1 4-1 7 >545 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.21 14-17 >999 240 Weight: 122 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. 1-6,7-12: 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-8 13-14: 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-6-0, 11=0-6-0 Max Horz 2=-187(LC 6) Max Uplift 2=-598(LC 8), 11=598(LC 8) Max Grav 2=1378(LC 14), 11=1378(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2887/974, 3-4=-2370/732, 4-5=2060/737, 5-6=-206/1195, 6-7=-242/1328, 7-8=-206/1195, 8-9=-2060/737, 9-10=23701732, 10-11=2889/974 BOT CHORD 2-14=-780/2794, 13-14=-451/2132, 11-13=-780/2656 WEBS 4-14=-53/651, 9-13=-53/652, 5-8=-3439/1029, 3-14=-776/356, 10-13=-776/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 This item has been will fit between the bottom chord and any other members, electronically signed and 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-8; Wall dead load (5.0psf) on member(s).4-14, 9-13 sealed by Velez, Joaquin, PE 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) using a Digital Signature. 2=598, 11=598. Printed copies of this 10) Load case(s) 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 hasihave been modified. Building designer must review loads to verify document are not considered that they are correct for the intended use of this truss. signed and sealed and the 11) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. signature must b@ verified User moving load cases exist: Review the load cases for details. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. On any electronic copies. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Jo quill Velez PE No.68182 MiTek USA. „Iric: FL:Coit.6634 LOAD CASE(S) Standard Except: 6904 Parke East Blvd. Tampa FL 3*0 Data: Auaust 31.2020 �— ® 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 ANSI/rPl1 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 Callahan Residence T21165034 J40193A A02 ATTIC 2 1 Job Reference (optional) ---- -- 0.42u 5 Aug 24 2UZU MI I eK Inoustnes, Inc. Mon Aug 31 10:03:29 2020 Page 2 ID: B IsWASGzyb4s5Sgl70KgC0ykNMU-wlk2nkAJuxgHMyDgWxDhdFK7upQa2lrkTtWEnmyiMay LOAD CASE(S) 22) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-12=-74(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 4=-75 24=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-12=-74(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 6=75 21=-75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-12=-74(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 22=-75 25=75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-12=-74(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 23=-75 26=75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-12=-74(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 5=-75 27=-75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-12=-74(F), 15-18=-20(F), 5.8=10(F) Concentrated Loads (lb) Vert: 7=-75 24=-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=-84(F), 5-6=44(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-12=-74(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 6=-75 28=-75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-12=44(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 8=-75 25=-75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=44(F), 7-8=-74(F), 8-9=84(F), 9-12=44(F), 15-18=-20(F), 5-8=10(F) Concentrated Loads (lb) Vert: 26=-75 29=75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=44(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-12=-74(F), 15-18=-20(F), 5-8=10(1=) Concentrated Loads (lb) Vert: 27=-75 30=75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-12=-74(F), 15-18=-20(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 7=-75 31=-75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 6-6=-74(F), 6-7=-74(F), 7-8=44(F), 8-9=-84(F), 9-12=-74(F), 15-18=-20(F), 5-8=-10(F) Concentrated Loads (lb) Vert:9=-75 28=-75 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. ��• Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?p/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Svke 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Callahan Residence JA03 T21165035 J40193A Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 10:03:30 2020 Page 1 ID:BlsWASGzyb4s5Sgl70KgCOykNMU-OVIQ 4BxfEo8z6oO4fKvAStAODngnHmthXGoJCyiMax 1 6 0 4-9-14 9-0-0 15-0-0 19-2-2 24-0-0 25 6-0 1 6 0 4-9-14 4-2-2 6-0-0 4-22 4-9-14 44 = 48 = ' 18 19 5 Scale = 1:44.0 ii 4x4 = 3x8 = 3x4 = 3x4 = 4x4 = 24-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.16 9-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.34 9-17 >842 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.12 9-11 >999 240 Weight: 113 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-6-0, 7=0-6-0 Max Horz 2=-157(LC 6) Max Uplift 2=-680(LC 8), 7=680(LC 8) Max Grav 2=1239(LC 1), 7=1239(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2314/1149, 3-4=-1899/939, 4-5=1707/920, 5-6=-1899/940, 6-7=-2314/1149 BOT CHORD 2-11=-928/2108, 9-11=-635/1706, 7-9=928/2108 WEBS 3-11=-454/324, 4-11=-87/360, 5-9=87/359, 6-9=-454/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) except (Jt=lb) 2=680, 7=680. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VelezFE No.68182 MiTA USA, Inc. FL`Cert.6634 6904 Parke East Blvd. Tampa FL 33010 Date: August 31,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. $H 912020 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 ANS11TPlf Quality Criteria, DSE-89 and SCSI Building Component Safety Informeticn available from Truss Plate Institute, 2670 Crain Highway, Suke 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Qty Ply1:0 lahan ResidenceT21165036 FHrusGsType J40193A A04G rder 2 Reference (optional) East Coast I russ, Ft. Fierce, FL 34946 8.420 s Aug 24 2020 MTek Industries, Inc. Mon Aug 31 10:03:31 2020 12-0-0 Scale = 1:44.0 5x8 = 1x4 II 5x8 = 21 22 23 5 24 25 26 6 3x6 = 1x4 II 3x4 = 6x8 = 3x4 = 1x4 II 3x6 = 3-9-14 7-0-0 12-0-0 17-0-0 20-2-2 240-0 3-9-14 3-2-2 5-O_n n n ? o Plate Offsets (X,Y)— [2.0-0-6,0-0-0] [4:0-5-12 0-2-8] [6:0-5-12 0-2-8] [8.0-0-6 0-0-0] [12:0-4-0 Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.28 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.45 12-13 >633 240 BCLL 0.0 Rep Stress [nor NO WB 0.43 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 12 >943 240 Weight: 120 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins. 4-6: 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 4-1-12 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-6-0, 8=0-6-0 Max Horz 2=-127(LC 6) Max Uplift 2=-1268(LC 8), 8=1268(LC 8) Max Grav 2=2267(LC 1), 8=2267(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4952/2587, 3-4=-4725/2546, 4-5=-5315/2941, 5-6=5315/2941, 6-7=4725/2546, 7-8=-4952/2587 BOT CHORD 2-14=-2263/4520, 13-14=-2263/4520, 12-13=-2168/4371, 11-12=-216814371, 10-11=-2263/4520, 8-10=-2263/4520 WEBS 3-13=-416/305,4-13=-264/717,4-12=624/1203,5-12=-840/638, 6-12=-624/1203, 6-11=-264/717, 7-11=417/305 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=1268, 8=1268. g a Digital Signature. USIn g g 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 194 lb up at Printed copies of this 7-0-0, 153 lb down and 188 lb up at 9-0-12, 153 lb down and 188 lb up at 11-0-12, 153 lb down and 188 lb up at 12-11-4, and 153 document are not considered lb down and 188 lb up at 14-11-4, and 175 lb down and 194 lb up at 17-0-0 on top chord, and 441 lb down and 231 lb up at 7-0-0, signed and sealed and the 84 lb down and 29 lb up at 9-0-12, 84 lb down and 29 lb up at 11-0-12, 84 lb down and 29 lb up at 12-11-4, and 84 lb down and 29 lb up at 14-11-4, and 441 lb down and 231 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is signature must be verified the responsibility of others. On any electronic copies. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 4paquin Velez pE No.6182 M[TO USA,,Itic, FL Cert 0834 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa F.L 33910 Data: Aiinimt 31 qmn WARNING - Verily 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 MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall buildbuilding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• ing required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/t 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 Callahan Residence T21165036 J40193A A04G Hip Girder 2 1 Job Reference (optional) casi wasr rush, ri. rlerce, rL a9a4o 6.420 s Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 10:03:31 2020 Page 2 ID: B IsWASGzyb4s5Sgl?OKgCOykNMU-shsoBQBZQYw?bFMDeMG9igPNec6m WhZ1 wB?LreyiMaw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=74, 4-6=74, 6-9=74, 15-18=-20 Concentrated Loads (lb) Vert: 4=147(B) 6=147(B) 13=441(B) 11=441(B) 21=147(B) 23=147(B) 24=-147(B) 26=147(1]1) 27=-73(B) 28=-73(B) 29=-73(8) 30=73(B) ® WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety/nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Oty Ply Callahan ResidenceT21165037 rJa.k0p.. J40193A ZCJ1 S 1 Job Reference o tional 21.4Zu 5 Aug 24 zuzu MI I eK industries, Inc. Mon Aug 31 10:03:32 MU Page 1 ID:BlsWASGzyb4s5Sgl7OKgCOykNMU-KtOAPmCBBs2sDPxPB4nOFtychOe1 FEXA9rIvN5yiMav 1 6-0i 0-11-4 1.6.0 0-11-4 Scale =1:7.0 0-11-4 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.05 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6Ito FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=81(LC 8) Max Uplift 3=-12(LC 1), 2=-262(LC 8), 4=-34(LC 1) Max Grav 3=31(LC 8). 2=244(LC 1), 4=62(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate dapable of withstanding 100 lb uplift at joints) 3, 4 except pt=lb) 2=262. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No:88182 MIT.dk USA, Ina. ILctirt 8834 6904 Parka East Blvd. Tampa FL 33810 Date: August 31,2020 4& WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/191=0 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf 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 Qly Ply Callahan Residence T21165036 J40193A ZCJ3 Jack -Open 8 1 Job Reference (optional) . e e, r� oYawo BR2U s Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 10:03:33 2020 Page 1 ID: B IsWASGzyb4s5Sgl7OKgCOykNMU-o4_Zc6Dpy9AigZWbinldn5VnRQzM_hnKNVUSwXyiMau I -1-641 2-11-4 1.6-0 I 2-11-4 Scale = 1:11.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.10 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=130(LC 8) Max Uplift 3=-52(LC 8). 2=-215(LC 8). 4=-1(LC 5) Max Grav 3=76(LC 1), 2=275(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except Qt=lb) 2=215. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Joaquin Velez PE N08162 MiTek USA, Inm:FL Ceit 0634 6904 Parke East Blvd. Tampa FL.33610 Date; August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 ANSI/rPlf quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlyTJob n Residence J40193A ZCJ5 Jack -Open 8 T21165039 rence (optional) vvaa, — r,a—, rL d WqD 8.420 s Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 10:03:33 2020 Page 1 ID:BlsWASGzyb4s5Sgl70KgC0ykNMU-o4_Zc6Dpy9AJgZWbinldn5VjPQur hnKNVUSwXyiMau Scale = 1:15.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.03 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.39 Vert(CT) -0.06 4-7 >945 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.03 4-7 >999 240 Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=181(LC 8) Max Uplift 3=-113(LC 8), 2=235(LC 8), 4=-3(LC 8) Max Grav 3=148(LC 1), 2=357(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=113, 2=235. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin. Velez PE No.68182 MITek USA, Inc. FL Cart 6904 Parke East Blvd: Tampa FL 33610 Data: August 31,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5l1812020 BEFORE USE. -- Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the febdeason, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Callahan Residence T21165040 J40193A ZEJ7 Jack -Open 12 1 Job Reference (optional) ��� - �• ����� 0.4Zu S Aug 24 ZUZU MI reK Industries, Inc. Mon Aug 31 10:03:34 2020 Page 1 I D: B IsWASGzyb4s5Sgl?OKgCOykNMU-GGYxgSERjTlaSj5nJUpsKl1 gcg7LJ81 Tc9E?SzyiMat 1 6 0 7-0-0 1-M 7-0-0 axJ 7-D-n Scale = 1:19.4 Plate Offsets (X,Y)— 12:0-1-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.78 Vert(LL) -0.14 4-7 >580 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.27 4-7 >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.16 4-7 >530 240 Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=233(LC 8) Max Uplift 3=-172(LC 8), 2=265(LC 8), 4=-9(LC 8) Max Grav 3=221(LC 1), 2=449(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; 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 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except (jt=lb) 3=172, 2=265. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke --East Blvd. Tampa FL 33810 Date: August 31,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511 M020 BEFORE USE. Design valid for use only with MlTeke connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p T0k- building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p 1 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 ANS11nP/1 Quality Criteria, DSB-89 end SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Callahan Residence J40193A ZHJ7 Diagonal Hip Girder 4 1 T21165041 Job Reference (optional) •' ' "^ •'�•'�� mgzu s Aug z4 zuzu MI I eK Inoustries, Inc. Mon Aug 31 1 U:U3:35 2U2U Pagel ID: BIsWASGzyb4s5Sgl?OKgCOykNMU-kS6J1oE3UnCiR4tg tCK5tWa5UEbZSVAcrpzz_PyiMas -2-1-7 5-2-9 2-1 7 9-10 5-2-9 4-7-8 Scale = 1:22.8 3x4 II 9 d� N 3x3 = ix4 II 5 3x8 = 5-2-9 9-10-1 5-2-9 A-7-A Plate Uffsets (X,Y)- [2:0-2-0 Edge] [4:0-3-0 0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.38 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix -MS Wind(LL) -0.03 7-10 >999 240 Weight: 45 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=Mechanical, 2=0-8-8, 6=Mechanical Max Horz 2=228(LC 24) Max Uplift 4=-134(LC 8), 2=-442(LC 8), 6=-174(LC 8) Max Grav 4=164(LC 1), 2=672(LC 1), 6=396(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-993/396 BOT CHORD 2-7=-494/916, 6-7=494/916 WEBS 3-6=-933/501 Structural wood sheathing directly applied or 5-8-10 cc purlins, except end verticals. Rigid ceiling directly applied or 8-4-15 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except ()t=lb) ' 4=134,2=442,E=174. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 67 lb up at 4-2-15, 112 lb down and 67 lb up at 4-2-15, and 142 lb down and 136 lb up at 7-0-14, and 142 lb down and 136 lb up at 7-0-14 on top chord, and 39 lb down and 34 lb up at 1-4-15, 39 lb down and 34 lb up at 1-4-15, 29 lb down and 8 lb up at 4-2-15, 29 lb down and 8 lb up at 4-2-15, and 44 lb down and 18 lb up at 7-0-14, and 44 lb down and 18 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74, 5-8=20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No;88182 MiT& USA, Inc. FL Ceit 6834 89%Parke Eea( Blvd. Tampa FL 33610 Date: At nnsf 31 qn,)n -on nup _�-- - A WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sues 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Callahan Residence J40193A ZHJ7 Diagonal Hip Girder 4 1 T21165041 Job Reference (optional) ' "—' ' ' •• ' '�t"" a Aug L4 LULU MI I eK industries, Inc. Mon AUg 31 10:03:35 2020 Page 2 ID: BIsWASGzyb4s5Sgl70KgC0ykNMU-kS6J1oE3UnQR4tg tCK5tWa5UEbZSVAcrpz2_PyiMas LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=-87(F=-44, B=-44) 14=-12(F=-6, 8=-6) 15=-71(F=-36, B=-36) ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. " Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J L Apply plates to both sides of truss and fully embed teeth. 0-;16rr For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek 0 MiTek Engineering Reference Sheet Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIIrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.