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REVIEWED 3282251 - Stub Top Down - Stamped Repair TRUSS ALTERATIONDrJ Engineering, LLC (FKA: DrJ Consulting, LLC) TM 6300 Enterprise Lane ENGINEERING LLC Madison, Wisconsin 53719 Re: 3282251 - Peak Height Repair Paragon ID: 39180 The TDD(s) (also at times referred to as "Delegated Engineering Documents") referenced have been prepared based on the Construction Documents, specifications and written requirements prepared by the Building Designer indicating the nature and character of the Building, its applied load, its load paths and the structural resistance design requirements. The design criteria from the Construction Documents, specifications and written requirements have been transferred to DrJ Engineering, LLC (DrJ) by Builders FirstSource Inc. The TDDs herein are specialty structural component designs and may be part of the Building's deferred or phased submittal documents. As a Truss Design Engineer (also referred to in some Jurisdictions as a "Delegated or Specialty Engineer"), the seal on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss only as depicted on the TDD pursuant to ANSI/TPI 1, the National Design Standard for Metal Plate Connected Wood Truss Construction ("TPI 1 "). The Building Designer is responsible for and shall coordinate and review each of the TDDs and all notes for compatibility with the Construction Documents, specifications, written requirements, design loads and load path. Capitalized terms are as defined in TPI 1. Important Notice: Each TDD uses Metal Connector Plate (MCP) design values published by MCP manufacturers and lumber industry published design values (mechanically or visually graded as indicated) and their associated Specific Gravity (SG) values. These are incorporated into lumber design provisions and equations created by the American Wood Council (AWC) per the National Design Specification® (NDS®) for Wood Construction and input into modeling and analysis software that uses TPI 1 provisions. The lumber design values (and SG values as needed for con nections)correspond to the lumber size and grade as defined on the TDD incorporating the design values from the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting for manufacturing purposes. The published lumber design values and associated SG values (a) are calculated and administered by the lumber rules writing agencies using a property range or bending correlation and are not tension proof tested, (b) are approved by the American Lumber Standards Committee (ALSC) as published design data that are representative of the strength and stiffness of specific grades and species/species groups of lumber, and (c) are further known by ALSC and the lumber rules writing agencies as individual visually or mechanically graded lumber pieces which do not have precise design values. Neither the Truss Manufacturer nor the Truss Design Engineer can therefore verify or warrant that published lumber design values will exist within the lumber utilized in the Truss when manufactured and delivered. The design assumptions, loading conditions, suitability and use of this set of TDDs for any Building shall be verified by both the Contractor and Building Designer. The approval of the Truss Submittal Package, including the TDDs and Truss Placement Diagrams ("TPDs") is the responsibility of the Building Designer and Contractor. Upon transmittal of the Truss Submittal Package and upon delivery of the Trusses to the Contractor, the Contractor shall read all notes and instructions in the TDDs and TPDs and review the practices and guidelines of Building Component Safety Information ("BCSI") and/or its summary sheets as published by the Truss Plate Institute and the Structural Building Component Association. The Truss Design Engineer is NOT the Building Designer, Truss System Engineer, or Structural Engineer of Record for any Building. Any field of use of the Truss, including applied loads, load paths, structural resistance requirements, handling, storage, installation and bracing, is the responsibility of the Building Designer and Contractor. Copyright © 2017. Reproduction of this document, in any form, is prohibited without written permission from DrJ Engineering,LLC (DrJ) - Builders FirstSource Inc. of 1 Job Truss Truss Type Qty Ply Paragon ID: 39180 32251 AS Roof Special Supported Gable 1 1 P4156150 Job Reference (optional) viay ai a, �crinn. a viay u uc nuy u � rays , REPAIR: � STUB PEAK OF TRUSS 4" FROM THE TOP OF THE PEAK. NOTE - THIS REPAIR IS VALID FOR THE DESIGN CONDITIONS PROVIDED IN THIS TRUSS REPAIR DRAWING. IT'S ADEQUACY FOR THE ACTUAL CONDITIONS MUST BE VERIFIED BY OTHERS. REFER TO ORIGINAL TRUSS DESIGN DRAWING FOR ADDITIONAL NOTES. IF TRUSS IS IN PLACE, SHORE UP TRUSS TO RELIEVE ANY LOAD IT MAY BE SUPPORTING BEFORE BEGINNING REPAIR. UNLESS OTHERWISE SPECIFIED, REMOVE ALL ELECTRICAL, MECHANICAL, PLUMBING, ETC. RUNS INTERFERING WITH THE REPAIR MATERIALS AND RE-ROUTE. DO NOT CUT, DRILL, NOTCH, OR MODIFY REPAIR MATERIALS. I /AN 4x6 = 9 2 22 21 2) 'B B 17 13 6 11 M--p-0 2)- D-0 26-0 (A) LUMBER AND CONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) MUST BE FULLY EMBEDDED AND UNDISTURBED. DO NOT OVERCUT. (B) APPLY 7/16" 9/-B SPAN RATED OSB GUSSETS TO EACH SIDE OF TRUSS AS SHOWN. ATTACH EACH GUSSET WITH (4 ROWS OF td (3" X 0.131') NAILS: SPACED @ 4" OC INTO ALL MEMBERS. DRIVE NAILS THROUGH BOTH GUSSETS AND CLINCH. STAGGER SPACING FROM FRONT SIDE TO BACK SIDE FOR A NET 2 OC SPACING IN THE TRUSS MEMBER. NOTES: THIS REPAIR MAY BE USED FOR TRUSSES A19, Al, AZ A23, Ate, A31 A32 A33, A34, A35, A36, A37, A3$ A39, AND A40 IN JOB 32MI Plate Offsets (X,Y)-- [10-1-4,0-20], [9:0-4-0,0-0-Q LOADING (psf) SPACING- 20-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 2 '0 Plate Grip DOL 116 TC 0.36 Vert(L-) 0.01 13 n/r 11) MT2) IP 48 (Roof Snow=25.0) Lumber DOL 115 BC 0.04 Vert(CT) -0.00 13 n/r 12) TCDL 10.0 BCLL 0.0 ' Rep Stress lncr YES WB 0.08 Horz(CT) 0.00 14 n/a n/a BCDL 1).0 Code IBC2)16/TPI2)11 Matrix-SH Weight: 117 lb FT = 2)% LUMBER - TOP CHORD 2(6 DF No.2 BOT CHORD 2(4 HF No'2 WEBS 2(4 HF No'2 OTHERS 2(4 HF No'2 SLIDER Left 2(4 HF No.226-0 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling direc REACTIONS. All bearings M-10-0. (lb)- Max Horz 1=70(LC I Max Uplift All uplift 130 lbor less at joint(s) 1 $ 2), 2( 72 23, 2j, 'B except '4=-'45(LC 9), 15=-'6'(LC 15 Max Grav All reactions 250 lb or less at joint(s) 1 17, '152), 2( 4 23, 2), 5 except 11=573(LC 101 15=Z0 (LC 2) ) FORCES. (lb) - Max. Comp./Max. Ten. - All forces Zi0 (lb) o r less except when shown. TOP CHORD 'L2'4=-56225 QWARNING Always review the handling, storage, installation, lateral restraint & diagonal bracing information provided by the Truss Manufacturer (TM) through their delivery of the Truss Submittal Package (TSP). Do not cut or alter any part of a Truss or Structural Element. Never stack building material without proper lateral restraint & diagonal bracing. Never overload/exceed the design load shown on any TDD or Structural Element Design Drawing (SEDD). Property damage &/or personal injury happen when there is complacency regarding safety items. DrJ presumes the TM submits their TSP to be reviewed, approved & used by one or more of the following; building Owner, Building Official, Building Designer, Registered Design Professional in Responsible Charge, Contractor &/or Framer. NOTICE: The TM is Builders FirstSource Inc. The TM has obtained, through the TM's Customer, the Truss Design Criteria & Truss design requirements from the Construction Documents &/or the Construction Professionals. The TM has Communicated the Truss Design Criteria & any related Truss design requirements to DrJ. This Communication includes transfer of Truss Design Criteria & any related Truss design requirements using proprietary Truss industry Software. DrJ designs each individual Truss, as illustrated on each TDD, relying upon the accuracy and completeness of Communicated information. DrJ makes no representation or warranty & is not liable for: 1) the accuracy of the TM's Communication, 2) lumber Design Values, 3) MPC Design Values, 4) the accuracy of Software, 5) building code compliance of any Structural Element as used in the Building Structural System, 6) the existence of Grade Marks on lumber, 7) the contents of any TSP &/or 8) the design values, quality or installation of any commodity or proprietary product. In addition, Appendix A Commentary/Definitions & Appendix B Project/ Deliverables, this desippn's coversheet & DrJ Reference Sheet contain pertinent information ,& are fullyV incorrpporated herein bV reference & can be found at: pdf.pamgontruss.com/jobF!le/4159952 Copyright © 2011-2022 D�`J Engineering, LLC All Rights Reserved. DrJ Design Drawings are valid for nine (9) mor5ths fro rh the Document Date. pdf.paragontruss.comfjobFile/4159953 Job Truss Truss Type Qty Ply Paragon ID: 39180 32Pd1 A71 GABLE 1 1 Job Reference (optional) P4156151 viay ai a, crinn. a viay u uc nuy u ray_ REPAIR: STUB TRUSS 4" FROM THE TOP OF THE TOP CHORD STARTING AT JOINT 6 AND EXTENDING TO THE RIGHT. - NOTE - THIS REPAIR IS VALID FOR THE DESIGN CONDITIONS PROVIDED IN THIS TRUSS REPAIR DRAWING. IT'S ADEQUACY FOR THE ACTUAL CONDITIONS MUST BE VERIFIED BY OTHERS. - REFER TO ORIGINAL TRUSS DESIGN DRAWING FOR ADDITIONAL NOTES. - IF TRUSS IS IN PLACE, SHORE UP TRUSS TO RELIEVE ANY LOAD IT MAY BE SUPPORTING BEFORE BEGINNING REPAIR. - UNLESS OTHERWISE SPECIFIED, REMOVE ALL ELECTRICAL, MECHANICAL, PLUMBING, ETC. RUNS INTERFERING WITH THE REPAIR MATERIALS AND RE-ROUTE. DO NOT CUT, DRILL, NOTCH, OR MODIFY REPAIR MATERIALS. 11 21 2) E 15 17 T 16 14 13 12 11 5-1)-12 1)-80 13-1jr'2 14-5-8 M1-0 23 W 34-40 26-0 34-10 i (B) (A) LUMBER AND CONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) MUST BE FULLY EMBEDDED AND UNDISTURBED. DO NOT OVERCUT. (B) APPLY 2(8 HF or DF No.2 SCABS TO ONE SIDE OF TOP CHORD AS SHOWN. ATTACH EACH SCAB WITH (1 ROW OF 10d (3" X 0.131') NAILS SPACED @ 12' OC INTO THE REMAINING SECTION OF THE CUT TOP CHORD AND A CLUSTER OF (5) 10d NAILS INTO ALL COVERED MEMBERS EXCEPT WEB 7-17. ATTACH WEB 7-17 WITH A CLUSTER OF (9) 10d NAILS. SPLICE SCAB 12 FROM THE RIGHT END. ATTACH ANY LATERAL SUPPORTS ON TOP OF TOP CHORD TO 2K8SCAB INSTEAD OF ORIGINAL TOP CHORD. Plate Offsets (X,Y)-- [6:0-5-4,0-2q LOADING (psf) SPACING- 20-0 CSI. DEFL. in (loc) I/defl L/d TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 115 TC 0.45 Vert(L-) -0.0382) >999 360 TCDL 10.0 Lumber DOL 115 BC 0.36 Vert(CT) -0.06 B2) >999 210 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 11 n/a n/a BCDL '0.0 Code IBC2)'6/TPI2)14 Matrix-SH Wind(LL) -0.01 221 >999 210 LUMBER- BRACING - TOP CHORD 2(6 DF No.2 TOP CHORD BOT CHORD 2(4 HF No'2 WEBS 244 HF No'2 BOT CHORD OTHERS 2(4 HF No.2 WEBS REACTIONS. All bearings Z-5-0 except Qt=length) 2=0-5-$ 2:= 0-5-8 (lb) - Max Horz 2-'63(LC 9) Max Uplift All uplift 'DO lb or less at joint(s) 1 14 2[ 2), 14 except 2=-111(LC 17=-2)3(LC 4 Max Grav All reactions 250 lb or less at joint(s) 12 13, 15, 16 except *363(LC 7), 2=716(LC 2),-68)(LC 2), 21--467(LC 2), 2k309( LC �, 2)=5gLC 2F), V=975(LC 9), 14=5V(LC 9), 1B--233(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces ZO (lb) o r less except when shown. TOP CHORD-D-11---90/54 WEBS 3-22=-57'Y'D9, 5-2k-3aV66, 6-2)=42)/93, 7-17=-89144, 9-14=-476/98 PLATES GRIP MT2) 115/148 Weight: 26 lb FT = 29% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 1)-0-0 o c bracing, Except: 6-0-0 oc bracing: 112),V-13 1 Row at midpt 6-17 _ 8/30/2022 1i QWARNING Always review the handling, storage, installation, lateral restraint & diagonal bracing information provided by the Truss Manufacturer (TM) through their delivery of the Truss Submittal Package (TSP). Do not cut or alter any part of a Truss or Structural Element. Never stack building material without proper lateral restraint & diagonal bracing. Never overload/exceed the design load shown on any TDD or Structural Element Design Drawing (SEDD). Property damage &/or personal injury happen when there is complacency regarding safety items. DrJ presumes the TM submits their TSP to be reviewed, approved & used by one or more of the following; building Owner, Building Official, Building Designer, Registered Design Professional in Responsible Charge, Contractor &/or Framer. NOTICE: The TM is Builders FirstSource Inc. The TM has obtained, through the TM's Customer, the Truss Design Criteria & Truss design requirements from the Construction Documents &/or the Construction Professionals. The TM has Communicated the Truss Design Criteria & any related Truss design requirements to DrJ. This Communication includes transfer of Truss Design Criteria & any related Truss design requirements using proprietary Truss industry Software. DrJ designs each individual Truss, as illustrated on each TDD, relying upon the accuracy and completeness of Communicated information. DrJ makes no representation or warranty & is not liable for: 1) the accuracy of the TM's Communication, 2) lumber Design Values, 3) MPC Design Values, 4) the accuracy of Software, 5) building code compliance of any Structural Element as used in the Building Structural System, 6) the existence of Grade Marks on lumber, 7) the contents of any TSP &/or 8) the design values, quality or installation of any commodity or proprietary product. In addition, Appendix A Commentary/Definitions & Appendix B Project/ Deliverables, this desippn's coversheet & DrJ Reference Sheet contain pertinent information ,& are fullyV incorrpporated herein bV reference & can be found at: pdf.pamgontruss.com/jobF!le/4159952 Copyright © 2011-2022 D�`J Engineering, LLC All Rights Reserved. DrJ Design Drawings are valid for nine (9) mor5ths fro rh the Document Date. pdf.paragontruss.comfjobFile/4159953 Job Truss Truss Type Qty Ply Paragon ID: 39180 387d1 A2 Roof Special 1 1 Job Reference (optional) P4156152 viay wai �crinn.o viay uaic nuyu, rays, REPAIR: 1) STUB PEAK OF TRUSS 4" FROM THE TOP OF THE PEAK. - NOTE - THIS REPAIR IS VALID FOR THE DESIGN CONDITIONS PROVIDED IN THIS TRUSS REPAIR DRAWING. IT'S ADEQUACY FOR THE ACTUAL CONDITIONS MUST BE VERIFIED BY OTHERS. - REFER TO ORIGINAL TRUSS DESIGN DRAWING FOR ADDITIONAL NOTES. - IF TRUSS IS IN PLACE, SHORE UP TRUSS TO RELIEVE ANY LOAD IT MAY BE SUPPORTING BEFORE BEGINNING REPAIR. - UNLESS OTHERWISE SPECIFIED, REMOVE ALL ELECTRICAL, MECHANICAL, PLUMBING, ETC. RUNS INTERFERING WITH THE REPAIR MATERIALS AND RE-ROUTE. DO NOT CUT, DRILL, NOTCH, OR MODIFY REPAIR MATERIALS. 0 00 M 2(6 11 5x10 = 4x8 3(4 = 1 .5x4 11 7x10 = 3(6 = 5-1 0-12 91 1-12 14-1 0-4 21-21 1 7/-0-13 32914 33-8-5 33-$ 10 26-0 33-8-10 (A) LUMBER AND CONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) MUST BE FULLY EMBEDDED AND UNDISTURBED. DO NOT OVERCUT. (B) APPLY 7/1 6" 9/16 SPAN RATED OSB GUSSETS TO EACH SIDE OF TRUSS AS SHOWN. ATTACH EACH GUSSET WITH (4 ROWS OF 1 Od (3 X 0.131 ") NAILS: SPACED @ 6" OC INTO ALL MEMBERS. DRIVE NAILS THROUGH BOTH GUSSETS AND CLINCH. STAGGER SPACING FROM FRONT SIDE TO BACK SIDE FOR A NET 2 OC SPACING IN THE TRUSS MEMBER. NOTES: THIS REPAIR MAY BE USED FOR TRUSSES A25, AD, AB, A4 AND Al IN JOB 3B251 . Plate Offsets (X,Y)-- [5:0-4-0,0-0-8] [11:Edge,01--81, [16:0-4-4,0-30] LOADING (psf) SPACING- 20-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25•0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.63 Vert(L-) -0.27 1314 >%) TTO MT2) 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT) -0.471314 >81 L40 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code IBC2)15/TPI2)14 Matrix-SH Wind(L-) 0.121314 >9B 2l0 Weight: 193 lb FT = 1% LUMBER - TOP CHORD 2(6 DF No.2 BOT CHORD 2(4 HF No'2 WEBS 2(4 HF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-2oc purlins, except end verticals, and 20-0 oc purlins (38-14 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 5-10-4 o c bracing. WEBS 1 Row at midpt 6-16, 7-12 REACTIONS. (lb/size) 11=14020-4-6 (min. 0-214), 2--7/0-5-8 (min. 0-1-8), 17=21430-5-8 (min. 0-38) Max Horz 2=WLC 9 Max Uplift1 1=-141(LC 9, 2=-160 (LC 34, 17=-147(LC 9 Max Grav 11=1764LC 31), 2=311-C 18), 17=2144LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces Z0 (lb) o r less except when shown. TOP CHORD 23=-140/�54, 318=-1778/161 , 4-18=-17591 68, 4-19=-1678/174, 5-19---1667/185, 5-2)=-1674/189 6-2)=-1770/181, 6-7=-3119238, 7-8=-Z00/188, 8-9=-Z00/188, 921 =-Z00/1 88,10-21=-2500/188, 10-1 1=-1707/164 BOT CHORD 217=-831/64, 16-17=-8T/64, 15-16=-3193t 21, 14-15=-31 g3t21 , 1314=-318/M5, 1213=-318/M 5 WEBS 317=-19612B, 5-16=0/665 6-16=-2NZ 1, 7-1 4=-29482 7-12=-1718/1 12 912 -67212t, 10-12=-2115/2151 316= 1 T/21.10 8/30/2022 QWARNING Always review the handling, storage, installation, lateral restraint & diagonal bracing information provided by the Truss Manufacturer (TM) through their delivery of the Truss Submittal Package (TSP). Do not cut or alter any part of a Truss or Structural Element. Never stack building material without proper lateral restraint & diagonal bracing. Never overload/exceed the design load shown on any TDD or Structural Element Design Drawing (SEDD). Property damage &/or personal injury happen when there is complacency regarding safety items. DrJ presumes the TM submits their TSP to be reviewed, approved & used by one or more of the following; building Owner, Building Official, Building Designer, Registered Design Professional in Responsible Charge, Contractor &/or Framer. NOTICE: The TM is Builders FirstSource Inc. The TM has obtained, through the TM's Customer, the Truss Design Criteria & Truss design requirements from the Construction Documents &/or the Construction Professionals. The TM has Communicated the Truss Design Criteria & any related Truss design requirements to DrJ. This Communication includes transfer of Truss Design Criteria & any related Truss design requirements using proprietary Truss industry Software. DrJ designs each individual Truss, as illustrated on each TDD, relying upon the accuracy and completeness of Communicated information. DrJ makes no representation or warranty & is not liable for: 1) the accuracy of the TM's Communication, 2) lumber Design Values, 3) MPC Design Values, 4) the accuracy of Software, 5) building code compliance of any Structural Element as used in the Building Structural System, 6) the existence of Grade Marks on lumber, 7) the contents of any TSP &/or 8) the design values, quality or installation of any commodity or proprietary product. In addition, Appendix A Commentary/Definitions & Appendix B Project/ Deliverables, this desippn's coversheet & DrJ Reference Sheet contain pertinent information ,& are fullyV incorrpporated herein bV reference & can be found at: pdf.pamgontruss.com/jobF!le/4159952 Copyright © 2011-2022 D�`J Engineering, LLC All Rights Reserved. DrJ Design Drawings are valid for nine (9) mor5ths fro rh the Document Date. pdf.paragontruss.comfjobFile/4159953 NAIL CLINCHING DETAIL GUSSET TIP OF N PROTRU FROM GI ** EQUAL ** EQUAL EQUAL FIGURE 1 'CLINCH' NAIL (BEND TIP OV AGAINST GUS Page 1 of 1 NAIL HEAD SHOWING ON FRONT FACE OPPOSITE SIDE) SHOWING FIGURE 2 ON FRONT FACE ** ROWS ARE TO BE EQUALLY SPACED ± 2' FROM TOP OF TRUSS MEMBER TO BOTTOM OF TRUSS MEMBER. ## FASTENER SPACING IS TO BE AS CALLED OUT ON THE REPAIR DRAWING ± z'• STAGGER SPACING FROM FRONT SIDE TO BACKSIDE = FASTENER +2" REPAIR DRAWINGS OFTEN INDICATE THAT THE SPECIFIED NAILS MUST BE'CLINCHED'. THIS PROCESS REQUIRES THE GUSSETS TO BE APPLIED TO THE FRONT AND BACK FACES OF THE TRUSS PRIOR TO NAILING. THE NAILS ARE DRIVEN THROUGH THE FIRST GUSSET, THE TRUSS, THEN THE BACK GUSSET. THE NAILS ARE NOW PROTRUDING OUT OF THE BACK GUSSET (SEE FIGURE 1). THE NEXT STEP IS TO HAMMER THE PROTRUDING TIP OF THE NAIL OVER AGAINST THE FACE OF THE BACK GUSSET (SEE FIGURE 2). IT IS IMPORTANT THAT THE GUSSETS ARE TIGHT AGAINST EACH FACE WHEN NAILING. THIS MAY BE ACHIEVED BY CLAMPING OR SCREWING THE GUSSETS TO THE TRUSS. IF SCREWS ARE USED, APPLY ONLY ENOUGH TO SECURE THE GUSSETS DURING NAILING. PLEASE NOTE THAT APPLYING ONE GUSSET AND NAILING IT COMPLETELY, THEN APPLYING THE SECOND GUSSET ONLY PROVIDES APPROXIMATELY 75 PERCENT OF THE DESIGNED STRENGTH. THIS IS NOT AN ACCEPTABLE METHOD OF ATTACHMENT! IT IS ACCEPTABLE TO APPLY ALL NAILS FROM ONE FACE. HOWEVER, DRJ RECOMMENDS NAILING FROM OPPOSITE FACES IN A STAGGERED PATTERN AS INDICATED IN THE DETAILS SHOWN. WHEN ATTACHING GUSSETS, THE USE OF A BACK-UP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. THIS ALSO PREVENTS THE TRUSS FROM DEFLECTING LATERALLY DURING APPLICATION OF THE REPAIR, PROVIDING EASIER NAILING. QWARNING Always review the handling, storage, installation, lateral restraint & diagonal bracing information provided by the Truss Manufacturer (TM) through their delivery of the Truss Submittal Package (TSP). Do not cut or alter any part of a Truss or Structural Element. Never stack building material without proper lateral restraint & diagonal bracing. Never overload/exceed the design load shown on any TDD or Structural Element Design Drawing (SEDD). Property damage &/or personal injury happen when there is complacency regarding safety items. DrJ presumes the TM submits their TSP to be reviewed, approved & used by one or more of the following; building Owner, Building Official, Building Designer, Registered Design Professional in Responsible Charge, Contractor &/or Framer. NOTICE: The TM is Builders FirstSource Inc. The TM has obtained, through the TM's Customer, the Truss Design Criteria & Truss design requirements from the Construction Documents &/or the Construction Professionals. The TM has Communicated the Truss Design Criteria & any related Truss design requirements to DrJ. This Communication includes transfer of Truss Design Criteria & any related Truss design requirements using proprietary Truss industry Software. DrJ designs each individual Truss, as illustrated on each TDD, relying upon the accuracy and completeness of Communicated information. DrJ makes no representation or warranty & is not liable for: 1) the accuracy of the TM's Communication, 2) lumber Design Values, 3) MPC Design Values, 4) the accuracy of Software, 5) building code compliance of any Structural Element as used in the Building Structural System, 6) the existence of Grade Marks on lumber, 7) the contents of any TSP &/or 8) the design values, quality or installation of any commodity or proprietary product. In addition, Appendix A Commentary/Definitions & Appendix B Project/ Deliverables, this design's coversheet & DrJ Reference Sheet contain pertinent information &are fully incorporated herein by reference & can be found at: pdf.paragontruss.com/jobFile/4159952 Copyright © 2011-2022 DrJ Engineering, LLC All Rights Reserved. DrJ Design rawings are valid for nine (9) months from the Document Date. pdf.paragontruss.com/jobFile/4159953