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HomeMy WebLinkAboutBLD2021-00151-07D- DETAIL PACKETDETAIL PACKET THIS DETAIL PACKET IS TO BE USED IN CONJUNCTION WITH THE PLAN SET FOR BOB & SUE KING. THESE DETAILS, TABLES, GENERAL NOTES, AND FIGURES ARE IN ACCORDANCE WITH THE CODES LISTED ON SHEET G-000 OF THE PLAN SET. ANY NOTES ON THE PLAN SET OR ENGINEERING PACKET SUPERCEDE THESE DETAILS AND CALLOUTS. COPYRIGHT© 2021, LEXAR HOMES LLC. ALL RIGHTS RESERVED. CORPORATE OFFICE 2002 CATON WAY SW OLYMPIA, WA 98502 360.915.9142 EXT: 123 SSAALLEESS OOFFFFIICCEE LEXAR HOMES - PENINSULA OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.379.1799 BOB & SUE KING XXX MACHIAS LOOP RD PORT TOWNSEND, WA 96368 425.260.5175 PARCEL # - 990400511 CCUUSS TTOOMM EERR PER PLAN1' 9 19/64" 6" DETAIL - A 44 11 AA 44 77 99 1313 2727 6 " M I N . P E R P L A N 1717 2222 2626 2424 2323 2525 14141414 1010 99 1414 11 1010 1111 1212 1515 1616 1818 1919 2020 2121 2323 2424 2626 2525 33 66 22 88 1414 55 55 3 " C L R T Y P . 24'' P E R P L A N Copyright © 2020, LEXAR Homes LLC. 1.Foundation drain as required - home owner responsibility U.N.O. 2.Footing per plan 3.Stem wall per plan 4..6 mil. black poly with 12" lap at joints - Wrap over top of stem wall under P.T. Sill - Cut around FDN vents 5.Horizontal rebar per plan 6.#4 Vertical rebar w/ 90 degree hook at 48" O.C. alternating hooks U.N.O. 7.Foundation vent shown beyond 8.Anchor bolts per shear wall schedule 9.6" Sill Seal 10.2x6 P.T. Sill plate with 1/2" exterior overhang 11.Rim joist per plan 12.Floor joists per plan 13.Batt insulation Per Plan - Hold in place W/ twine 14. Foam seal rim joist at seams & corners (optional) 15. 3/4" T&G Subfloor, glued & nailed 16. 2x6 sole plate 17. Caulking at all exterior wall bottom plates 18. Nailing per shear wall schedule 19. 2x6 Studs at 16" O.C. U.N.O. 20. R-23.5 BIBS Insulation 21. 1/2" GWB sealed to plates per ADA methods 22. 3" sill seal, caulking, or other approved method per ADA methods 23. 7/16" OSB Sheathing - Hang down 1/2" below P.T. sill 24. Edge nailing per shear wall schedule 25. TYVEK Drain Wrap under sill wrapped min. 6" up sheathing - Slice bottom at 48" O.C. for drainage 26. TYVEK Drain Wrap up entire face of sheathing - Overlap bottom piece - Tape/seal all lap splices 27. Finish grade - Must meet frost depth requirements If stemwall height exceeds 48", additional backfill must be added on the inside of the stemwall to gain a max. of 48" of unbalanced backfill or the stemwall must be engineered. NOT TO SCALE F O U N D AT I O NFOUNDATION F LOOR SYST E M - RIMFLOOR S Y S TEM - RIM D E TA I LDETAIL S -0 1 .2S-0 1 .2 11 22 33 55 66 77 88 99 1212 1010 1313 44 1111 Copyright © 2020, LEXAR Homes LLC. 1.Compact fill 2.Foundation per plan 3.Floor system per plan 4.3/4" T&G subfloor, glued & nailed 5.2x6 Sole plate 6.Nailing per shear wall schedule 7.2x6 Studs @ 16" O.C. U.N.O. 8.R-23.5 BIBS Insulation 9.1/2" GWB sealed to plates per Advanced Drywall Application methods 10.1/2" GWB or 5/8" Type-X GWB as required - See table R302.6 above - Hang down 1/2" below P.T. sill plate 11.Edge nailing per shear wall schedule 12.4" Concrete slab on compact fill - Slope 2" to front of home 13.Steps as required - By others U.N.O. Dwelling-g arag e fire separation.Dwelling-g arag e fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. TABLE R302.6 DWELLING-GARAGE SEPARATION SEPARATION MATERIAL From the residence and attics Not less than 1/2-inch gypsum board or equivalent applied to the garage side From habitable rooms above the garage Not less than 5/8-inch Type X gypsum board or equivalent Structure(s) supporting floor/ ceiling assemblies used for separation required by this section Not less than 1/2-inch gypsum board or equivalent Garages located less than 3 feet from a dwelling unit on the same lot Not less than 1/2-inch gypsum board or equivalent applied to the interior side of exterior walls that are within this area For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. NOT TO SCALE F O U N D AT I O NFOUNDATION GARAG E AT HOUSE - RI MGARAGE AT HOUSE - RI M D E TA I LDETAIL S -0 3 .2S-0 3 .2 1818 22 11 33 1414 1212 1111 1616 66 55 77 1717 1515 1010 1313 99 77 55 AA DETAIL - A 1616 1515 1414 1717 44 88 99 Copyright © 2020, LEXAR Homes LLC. 1.Foundation drain as required - home owner responsibility U.N.O. 2.Foundation per plan 3.Compact fill 4.4" concrete slab on compact fill - Slope 2" toward from of home. Elevation determined on site. 5.Garage door buck out shown beyond - See garage slab & door buck out detail S-05 6.Anchor bolts per shear wall schedule 7.6" Sill Seal 8.2x7 P.T. Sill plate with 1/2" exterior overhang 9.5-1/2" x 3/4" Shim - Scrap piece of sub floor - Leave gap at anchor bolts 10.2x6 Sole Plate 11.2x6 Studs at 16" O.C. U.N.O. 12.R-23.5 BIBS Insulation - If garage to be insulated 13. 1/2" or 5/8" Type-X GWB as required - Rest bottom on P.T. sill 14. 7/16" OSB Sheathing - Hang down 1/2" below P.T. sill 15. Edge nailing per shear wall schedule 16. TYVEK Drain wrap under sill wrapped min. 6" up sheathing - Slice bottom at 48" O.C. for drainage 17. TYVEK Drain wrap up entire face of sheathing - Overlap bottom piece - Tape/Seal all lap splices 18. Finish Grade - Must meet frost depth requirements NOT TO SCALE F O U N D AT I O NFOUNDATION GARAG E - E X TERIORGARAGE - EX TERI OR D E TA I LDETAIL S -0 4S-0 4 44 11 22 SLOPE: 2° BA CK TO FRONT 11 44 GARAGE DOOR BUCKOUT & TRIM 55 66 22 33 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALEGENERAL NOTES: A.The garage floor must be sloped per code (Approx 2° back to front) to ensure proper run off & drainage. The backfill grade should be sloped in the same manner. B.Incorrect grade & poor fill materials may cause settling & cracking. Be sure to use the proper materials when doing the backfill (pit run, pea gravel, crushed rock or dirt with binder rock). DO NOT use clay or soils that could contain wood or roots. After framing is complete, the grade may need to be adjusted due to the fill settling. C.The finished grade should be 4" below the bottom of the garage door trim. If a man door is installed, the finished concrete grade will be flush to the garage door sill & the man door threshold. Install a gasket or sill seal between the bottom of the door trim, and the top of the slab. 1.Backfill grade 2.Backfill/Grade line 3.Pour slab to the outside of foundation wall 4.Top of 4" concrete slab. Elevation determined on site. 5.2x6 P.T. garage door trimmer stud - Extend to top of footing 6.5/4" x 6" garage door trim - see general note C F OUND ATION - GARAG E SL AB & DOORFOUNDATION - GA RAG E S LAB & D OOR BUCKO U TBUCKOUT D E TA I LDETAIL S -0 5S-0 5 1 7 " M I N . 12'' MAX.24''12'' MAX. 1111 99 88 77 11 22 66 11 1010 1010 33 44 66 77 55 44 55 3333 55 99 88 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALE F O U N D AT I O NFOUNDATION I NT E RIOR PONY WAL LINTERIOR PO N Y WALL D E TA I LDETAIL S -0 6S-0 6 Method A - Typical Interior Pony Wall Construction **Ty pical Co nstruction****Typic al Co nstruction** Method A shown above - Studs must align w/ joists if using single top plate method **Alte rn ate Me th ods****Alte rn ate Me th ods** Method B - Use double top plates w/ studs at 16" O.C. - Stud alignment not required w/ this method Method C - Use Double top plates w/ studs aligned w/ joists Clearance from bottom of footing to bottom of headers to be 15-1/2" for methods B & C 1.Footing per plan 2.Horizontal rebar per plan 3.Sill seal 4.2x6 P.T. Sill Plate 5.1/2" x 8" Anchor bolt with 3" x 1/4" galvanized washer at 72" O.C. U.N.O. 6.2x4 Studs at 19.2" O.C. 7.(2) 2x4 Headers on edge under top plate U.N.O. 8.2x4 Top plate 9.Floor joists per plan 10.Joists blocking (Where required) 11.3/4" T&G Subfloor - Glued & Nailed 3'-2 35/128" 1'-4 23/32" 20'-0" M in. P e r P l a n Foundation Footing per plan 11 22 22 33 1 2 " M I N . 1 2 " M I N . 1'-2 51/128" 1'-2 15/32" Copyright © 2020, LEXAR Homes LLC. Door openings are allowed within the 20'-0" distance between vertical rebar for ufer ground Ufer ground is to be located on same wall as electrical meter & panel NOT TO SCALE 1.2x7 Sill plate with 1/2" exterior offset 2.(2) #4 Rebar to extend 12" above sole place & placed a min/ of 20'-0" apart 3.Tie #4 rebar to rebar on inside of footing F O U N D AT I O NFOUNDATION UF E R GROU N DUFER GROUN D D E TA I LDETAIL S -0 8S-0 8 2'-1 1/2" 1'-6" 2'-1" 2' MIN. SPLICE MAIN FLOOR ABOVE 4 8 " M A X . 4 8 " M A X . U N B A L . B A C K F I L L 3322 11 66 448877 18" MIN. SPLICE 1010 1818 1414 1515 11 1717 77 22 33 AA BBDETAIL - B Rim Joist Option 1515 1313 1414 1616 1212 DETAIL - A 1111 11 55 99 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALE GENERAL NOTES: A. Where there is less than 4'-0" of unbalanced backfill & the foundation wall does not exceed 4'-6", The stemwall is permitted to be 6" thick with (1) #4 cont. rebar within 12" of the top of the foundation wall for seismic design areas D1 & D2 (2015 IRC R404.1.4) B. Where there is more than 4'-0" of unbalanced backfill, walls must be laterally restrained at top & bottom, or designed by an engineer. (2015 IRC R404.1.4.2) C. Foundation sub-contractor is required to verify step locations with contractor & building department. D. All framed FDN walls are to be sheathed & nailed per shear wall details on each plan. When plans call out a holdown at framed FDN wall, there must be a connection from the FDN to the bottom plate of the main level wall using a 1/2" coupling attached to a threaded rod or ASTM A 307 bolt. Connect to main level wall bottom plate with holdown per plan (see detail - A) (See detail - B for rim joist application) E. The foundation in this plan is designed prescriptively per 2015 IRC chapter 4. This detail is intended to show the shear transfer from the main level walls to the prescriptive FDN using framed walls that do not exceed 48" in height. If over 48" in height on a braced wall line, entire framed wall area will be counted as an additional story per R602.10.11.3. The footing must be increased in size as a multi-story unit per table R403.1(1) on page S-T2 of this packet. F. Framed FDN walls designed per R602.9, section R602.10.11 through section R602.11.2 of the 2015 IRC. 1.Anchor bolts per plan 2.Cont. #4 rebar per plan 3.#4 Rebar with 18" splice Typ. 4.2x6 bottom plate 5.2x7 P.T. Sill plate with 1/2" exterior overhang 6.Floor joists per plan (shown beyond) 7.2x Studs at 16" O.C. U.N.O. 8.3/4" T&G subfloor glued & nailed 9.CS16 Each side of splice - 48" Long 10.Footing step to allow for frost depth - Stagger alignment between footing step & stem wall step - Measurement TBD in field 11. Holdown per plan 12. 1/2" Coupling to threaded rod attachment 13. Attach top plate of FDN wall to bottom plate of main floor with 1/2" threaded rod, nut, & Std. 3" Washer - Attach sheathing edges at top plates with 8d nails at 4" O.C. 14. Sheathing laps top plate - Break at mid point of plate 15. Toe-nail rim joist with 10d nails at 12" O.C. U.N.O. 16. Attach sheathing to top plate with 8d nails per shear wall schedule - Nail top plates together with 10d at 12" O.C. - Splices are min. 48" attached with 10d Nails at 6" O.C. 17. Top flange joist hanger to hang off of dbl Top plate of the framed foundation wall - Attach hanger and joist per MFR's specs 18. Attach to sole plate with 8d nails per shear wall schedule F O U N D AT I O NFOUNDATION ST E P P E D ST E M WALLSTEPPED STE M WA LL D E TA I LDETAIL S -0 9S-0 9 1 51/128" 1 21/64" 77 44 55 88 1111 11 22 66 99 11 44 1010 3" 77 88 33 55 44 11 11 66 22 99 44 1010 3" Copyright © 2020, LEXAR Homes LLC. 1.Strap per plan - See table above for requirements 2.Install 3" from edge of foundation for full 3-1/2" offset from edge of framing. 3.Embedment into concrete as required 4.Strap may be bent to aid wall placement (see general note B) 5.Continuous horiz. rebar NOT TO SCALE 6. Corner stud strap installation 7. Double 2x stud strap installation 8. 2x Sole plate 9. 2x P.T. Sill plate 10. Subfloor 11. Rim joist per plan HOLDOWN EMBEDMENT MIN. STUDS NAILING LOADS W/ SPALL LSTHD8 OR LSTHD8RJ 8" 2 (20) 16d SINKER <1" = FULL LOAD 1-4" = .9 TIMES FULL LOAD STHD10 OR STHD10RJ 10"2 (24) 16d SINKER ≤4" = FULL LOAD STHD14 OR STHD14RJ 14"2 (30) 16d SINKER ≤4" = FULL LOAD A.Refer to table below for installation requirements B.Strap may be bent one full cycle (Horizontal 90° then bent vertical) to aid wall placement, but may cause spalling behind the strap - Spalling may affect load capacity of the strap - Refer to Manufacturer's spec's for table loads C.Any portion of the strap left exposed should be protected against corrosion D.Do not install where a horizontal cold joint exists within the embedment depth between the slab & foundation wall or footing beneath unless provisions are made to transfer the load, the slab is designed to resist the load imposed by the anchor or slabs are poured over concrete block foundation walls E.HDU2 may be used in place of LSTHD8/STHD10. General Notes: H O L D O W NHOLDOWN ST H D INSTAL LATIONSTHD I NSTALLAT I ON D E TA I LDETAIL S -1 0S-1 0 HDU2 HDU4 HDU5 HDU8 22 11 33 44 Copyright © 2020, LEXAR Homes LLC. 1.Holdown per plan 2.Anchor bolt as required - See table above for embedment 3.2x Studs - See table above for min. requirement 4.Floor system per plan NOT TO SCALE HOLDOWN ANCHOR BOLT EMBEDMENT MIN. STUDS NAILING HDU2 5/8" DIA.a 2 (6) SIMPSON SDS 1/4" x 2-1/2" SCREWS HDU4 5/8" DIA.a 2 (10) SIMPSON SDS 1/4" x 2-1/2" SCREWS HDU5 5/8" DIA.a 2 (14) SIMPSON SDS 1/4" x 2-1/2" SCREWS HDU8 7/8" DIA.a 3 (20) SIMPSON SDS 1/4" x 2-1/2" SCREWS a. Embedment dependent on site specific conditions - Refer to MFR. spec's H O L D O W NHOLDOWN HDU IN S TALL ATIONHDU INSTAL LATION D E TA I LDETAIL S -1 1S-1 1 A.HDU2 may be used in place of LSTHD8/STHD10. General Notes: 2 4 '' O p e n i n g 24'' Opening 2 "2 " 2 '-2 " M I N . O P E N I N G 33 3D ISOMETRIC VIEW FRONT VIEW 3355 44 11 TOP VIEW 66 66 66 77 77 7777 6666 44 66 11 11 22 33 66 33 1144 55 55 1 8 " C L R 2'-11" 1'-1 71/128" 99 44 55 77 88 66 24" Opening 1010 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALE GENERAL NOTES: A.LEXAR Homes to provide buck out for furnace only. Sealing of the buck out to be provided as required by HVAC installer B.24" high opening below the floor system is the min. required. If House has a hung floor system, the stem wall will need to be min 36" tall to accommodate furnace duct clearance requirements. C.Install 2" rigid foam around stem wall buck out to create the form for the hole in the slab. Foam to be full height of the hole and extend 2" above top of slab. Slab to be poured up to the rigid foam to create the furnace opening. 1.Foundation per plan 2.Floor system per plan 3.4" Concrete slab on compact fill 4.24" x 24" Furnace Buck out in stemwall - See general notes A & B 5.24" x 24" Furnace opening in slab - See general note C 6.2" R-10 rigid foam - Full height of opening & extend 2" above slab at the sides - See general note C 7.Metal bracket for rigid foam install - attach to face of stemwall - Extend 2" into opening 8.Type-X GWB behind furnace as required 9.Drop in furnace system 10.Furnace Plenum STA N DARD F URN ACE BUC K OUTSTANDARD F U RNACE BUCKOUT D E TA I LDETAIL S -1 5S-1 5 44 DO NOT SCALE 6677 88 11 Foundation Per Plan 1010 33 1212 22 1414 1313 99 1515 1616 11111212 44 55 1. 2x wall studs 2. Full height king studs adjacent to header typ. 3. Jack/ trimmer studs typ. 4. Cripple studs 5. 2x6 window sill. Tilt 1/4" toward exterior. 6. 2x bottom plate 7. 3/4" T&G subfloor 8. 2xP.T. Sill 9. Floor system per plan 10. Header per plan. Header to be butted against top plates 11. Double top plate (top plate & tie plate) 12. Stagger joints 24" or use splice plates (2015 IRC R602.3.2) 13. Cut plate tied W/ 16 gage steel strap (2015 R602.6.1) 14. Fireblock around pipe 15. R-23.5 BIBS insulation each stud bay. Leave no gaps 16. R-10 insulation @ header. Seal all edges Copyright © 2020, LEXAR Homes LLC. T Y P I CA L WAL L FR AMINGTYPICAL WAL L F RAMI NG D E TA I LDETAIL A -0 1A-0 1 6 '-9 5 /8 " 1 1 /8 "1 '-2 3 /8 " 8 '-1 1 /8 " 2 5/64" 2 1/4"2 1/4" TYP. 3-1/2" x 7-1/2" Header Upsized 3-1/2" x 9" Header 77 1111 1010 99 88 22 44 1212 66 When required to upsize the header, it is preferred to move up to a taller beam where possible maintaining the 3-1/2" thickness for insulation purposes. Standard Header Height Upsized 3-1/2" x 10-1/2" Header 1 -1 /8 " DO NOT SCALE 33 11 55 1313 1 -1 /8 " 1 -1 /8 " 77 1111 1010 99 88 22 44 1212 66 33 11 1313 77 1111 1010 99 88 22 44 1212 33 11 1313 1. 2x6 Wall studs per plan 2. Approx. 1-1/8" gap above door frame. 3. 2x6 Nailer. 4. Dbl. 7/16" OSB shim. 5. 2x4 spacer. 6. Top plate (when upsizing beam, it may be necessary to remove top plate). 7. Tie plate 8. Header per plan (see label below for specific condition) 9. 7/16" OSB sheathing 10. TYVEK building wrap 11. Exterior door per plan 12. R-10 Rigid foam insulation. 13. Foam seal gap @ top of door frame. Copyright © 2020, LEXAR Homes LLC. T Y P I CA L EXTERIOR D OOR HE ADERTYPICAL EXT ERIOR DOO R HEADER D E TA I LDETAIL A -0 2 .1A-0 2 .1 7 '-1 1 /8 " 1 ' 8 '-1 1 /8 " 3'-1 45/128" 11 TYP. 3-1/2" x 7-1/2" Header Upsized 3-1/2" x 9" Header 22 55 1010 99 88 77 66 33 1111 44 Detail - A AA 1212 1010 77 88 11 22 DO NOT SCALE When required to upsize the header, the 3-1/2" x 9" GLB is preferred over the 5-1/2" x 7-1/2" as it still allows for insulation at the header. Standard Header Height 99 99 1212 11 22 55 1010 99 88 77 66 33 1111 44 AA ** When changing to 9' or 10' ceilings and windows ARE upsized 1' or 2', the header height will adjust to accommodate the window size. The sill will remain at the same height as it is with 8' ceilings. If windows are NOT upsized, header height remains as shown in the detail below** 4 4 " M A X . @ E G R E S S W I N D O W 1. 2x6 wall studs @ 16" O.C. Typ. 2. 2x6 window sill. Tilt 1/4" toward exterior 3. 2x6 nailer. 4. Top plate (when upsizing beam, it may be necessary to remove top plate) 5. Tie plate 6. Header per plan (see label below for specific condition) 7. 7/16" OSB sheathing 8. TYVEK building wrap. Make standard "I" cut and wrap sides into window opening, tack on all sides. 9. Butyl pan flashing @ window sill. Extend min. 6" up each side of window framing. 10. Low-E glazing 11. R-10 rigid foam insulation 12. Continuous caulking around top and sides of window. DO NOT caulk the bottom of window to allow for drainage in the event of a window seal failure ** ALTERNATE** use skip caulk method if sealing the bottom of the window** Copyright © 2020, LEXAR Homes LLC. T Y P I CA L WINDOW HEAD E R F RAMI NGTYPICAL W I NDOW H EADE R F RA M I N G D E TA I LDETAIL A -0 2 .2A-0 2 .2 22 11 33 44 55 66 77 88 99 1010 1111 12121313 1414 1515 Copyright © 2020, LEXAR Homes LLC. 1.Foundation per plan 2.Approximate finished grade 3.2x P.T. Sill plate 4.3/4" T&G Subfloor, glued & nailed 5.2x Sole plate - Nailing per shear wall schedule 6.2x6 Studs @ 16" O.C. U.N.O. 7.2x6 King stud as required 8.2x6 Trimmer stud as required NOT TO SCALE 9. Header per plan 10. Dbl 2x Top plate 11. Holdown per plan - Install per MFR spec's - Requires (2) 2x studs min. 12. Edge nailing above holdowns typ. per shear wall schedule 13. Edge nailing to top plate & boundary members per shear wall schedule 14. Field nailing per shear wall schedule 15. 7/16" OSB sheathing typ. F R A M I N GFRAMING T Y P I CA L SHEAR WALL E LEVAT I ONTYPICAL SHEAR WAL L ELEVATI ON D E TA I LDETAIL A -0 3A-0 3 11 22 33 44 55 55 77 66 88 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALE 1.APA rated sheathing with 8d at 6" O.C. at edges & 12" O.C. in field, Typ. U.N.O. 2.Stagger end joints 3.Panel clips as required 4.Strength axis 5.1/8" Gap recommended at all end & edge joints 6.Trusses per MFR 7.2x Wall framing 8.2x Dbl. top plates NOT TO SCALE F R A M I N GFRAMING T Y P I CA L ROOF S H E ATH I N GTYPICAL ROO F SHE ATHIN G D E TA I LDETAIL A -0 4A-0 4 11 66 77 44 22 33 55 88 88 1010 1010 99 1111 66 22 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALE 1.Use B.U. studs for full bridge with shim as required - Attach with .131" x 3" at 12" O.C. staggered, typ. 2.(4) .131" x 3" EA side, typ. 3.As required, a Simpson ST6215 may be used in lieu of the required lap & nailing shown 4.Splice over stud 5.Use (12) .131" x 3" or (8) .162" x 3-1/2" EA side of splice 6.Studs per plan 7. Where beam breaks the top plate use Simpson ST6215 as shown for plate splice 8. Beam per plan 9. Min. (2) 2x cripple studs 10. Continuous double top plate 11. Simpson ST6215 required U.N.O. - Center at beam/plate splice, Strap from top of interference with intersecting wall Typ. Beam to Plate Splice Plate Splice at Beam F R A M I N GFRAMING T Y P. PL ATE SPLIC I N G W I TH BEA MTYP. P LATE SPL I CING W I TH BEAM D E TA I LDETAIL A -0 5A-0 5 11 22 33 11 22 55 ALTERNATE METHOD TYPICAL BALLOON FRAMING 55 55 55 5566 77 88 44 44 Copyright © 2020, LEXAR Homes LLC. F R A M I N GFRAMING BALLO ON FR AMINGBALLOON F RAMI NG D E TA I LDETAIL A -0 8A-0 8 1.2x Studs per plan 2.Single 2x top plate at bottom chord of truss 3.Continuous blocking between adjacent wall top plates 4.Vaulted truss bottom chord 5.Double top plate 6.24" Long CS16 Strap - Attach with (16) 8d total, (8) at each end TYP. U.N.O. 7.2x Cripple stud aligned with wall stud below 8.Add cripple stud as required for alignment with stud below at CS16 locations - More than (1) cripple stud may be required - Stitch nail cripple stud with .131" x 3" at 6" O.C. TYP. U.N.O. NOT TO SCALEALTERNATE: If gable end wall is framed in such a way that it creates a hinge point, use 24" long CS16 straps at every other stud as shown in Alternate Method below. 2 51/128"2 51/128" 22 55 44 33 66 77 991010 1111 1212 1313 88 111515 1414 22 55 44 33 66 77 991010 1111 1212 1313 88 111515 1414 FRAMED WALL BELOW CONCRETE STEM WALL BELOW 2 " M i n . 2 " M i n . 2 " M i n . 2 " M i n . 4 85/128"4 85/128" Copyright © 2020, LEXAR Homes LLC. 1.Floor system per plan 2.Rim joist per plan 3.2x P.T. deck ledger per plan 4.Attach ledger with lag bolts per table R507.2 on page A-T2 5.Approved joist hanger 6.Deck joists per plan 7.DTT1Z or equivalent holdown device (min. 750 lb capacity) at min. (4) locations evenly distributed along deck with (1) within 24" of each end of ledger 8.3/8" Dia. fully threaded lag screw predrilled with min. 3" penetration to center of plate, studs or header 9. 3" Tall back flashing 10. Decking 11. Exterior wall 12. 7/16" OSB sheathing 13. TYVEK Building wrap 14. TYVEK Butyl flashing tape 15. DTT2Z optional in place of DTT1Z - Min. (1) within 24" of ledger & not greater than 20' spacing - Attach to joists, blocking and deck joists with 1/2" threaded rod NOT TO SCALE F R A M I N GFRAMING DEC K LEDG E R AT RIM JOISTDECK LEDGE R AT RIM JOI ST D E TA I LDETAIL A -1 3 .2A-1 3 .2 Outside Corner Inside Corner 22 66 33 55 44 33 11 44 66 55 22 33 DO NOT SCALE 1. 2x Wall Stud Typ. 2. 2x Nailer for Sheathing 3. GWB Per Plan Typ. 4. 7/16" Wall Sheathing Typ. 5. Strap Per Plan (If Required) - See detail S-10, S-11, S-12 6. Nailing Per SW Schedule Copyright © 2020, LEXAR Homes LLC. STA N DARD C OR N E R F RAMI NGSTANDARD CORN E R F RA M I N G D E TA I LDETAIL A -1 7A-1 7 1' DO NOT SCALE 11 33 55 Detail applies to 2x4 and 2x6 interior walls. 2x4 Wall connection shown. 22 AA 44 33 11 22 55 44 2 4 " O .C . T Y P . DETAIL - A 88 88 44 TOP VIEW 77 1. Interior wall per plan. 2. 2x6 Exterior wall. 3. 2x4 Ladder blocking. 4. Nailing (as required). 5. Continuous insulation in all bays. 6. Toe nailing @ wall connection. 7. 2x bottom plate. 8. Dbl. Top plates. Copyright © 2020, LEXAR Homes LLC. F R A M I N GFRAMING I NT E RIOR TO E X TERI OR WALL CONNECT I ONINTERIOR T O EXTER I OR WALL CONNECTION D E TA I LDETAIL A -2 0A-2 0 DO NOT SCALE SHOWER / TUB-SHOWER SOAKER TUB - CROSS VIEW SOAKER TUB - SIDE VIEW FOUNDATION PER PLAN FOUNDATION PER PLAN FOUNDATION PER PLAN GENERAL NOTES: A. Run continuous ladder blocking along top edge of bath fixtures for backer & sheetrock nailing. B. Use 1/8" moisture rated backer board behind bath fixtures on exterior walls for Lexar Homes standard 6 sided insulation install practice. 1111 22 22 33 33 22 4444 44 44 44 55 55 55 66 66 66 66 66 33 1. 2x6 exterior wall framing 2. 2x studs @ 16" O.C. 3. Bath Fixture per plan 4. 2x4 ladder blocking 5. Continuous 2x4 ladder blocking @ top edge of bath fixture 6. 1/8" moisture rated backer board for insulation @ exterior walls behind bath fixtures. Copyright © 2020, LEXAR Homes LLC. F R A M I N GFRAMING BLO CKING AT T UBS & S HOWERSBLOCKING AT T U BS & S H OWER S D E TA I LDETAIL A -2 1A-2 1 DU PONTT M R DU PONTTM R D U PONTTM R D U P ONTT M R D U PONTT M R DU PONTT M R TYVEKR TYVEKR TYVEK R TYVEKR TYVEK R T Y V E K R DU PONTT M R D U PONTTM R DU PONTTM R DU PONTT M R DU PONTT M RDUPONTTM R DU PONTT M R TYVEKR TYVEKR 1 95/128" 1 1/64" 4 9/64" 1 13/64" 1 119/128" 1 15/16" A.DUPONT™ TYVEK ® DRAINWRAP™ TO BE MECHANICALLY FASTENED AND INSTALLED OVER SHEATHING W/ CAP STAPLES. B.DO NOT INSTALL FASTENERS WITHIN 6" OF THE SILLS AND JAMBS OF THE OPENINGS AND WITHIN 9" OF THE HEAD OPENINGS. A.CUT AN "I-CUT" (STANDARD I-CUT) IN THE DUPONT™ TYVEK ® DRAINWRAP™ B.CUT A HEAD FLAP AT A 45 ANGLE TO 8" OF SHEATHING TO ALLOW FOR HEAD FLASHING INSTALLATION. STEP 1 STEP 2 INCORREC T CORREC T NO GAPS IN CORNERS A. FLIP THE CUT HEAD FLAP UPWARD TO EXPOSE THE SHEATHING AND TEMPORARILY SECURE WITH DUPONT™ TYVEK ® TAPE. STEP 4 DUPONT™ TYVEK ®/TAPE A.PREPARE THE SILL FLASHING BY CUTTING A PIECE OF 6" DUPONT™ STRAIGHT FLASH™ NF THAT IS THE LENGTH OF THE SILL. B.INSPECT INSTALLATION SURFACE TO ENSURE THE SURFACE IS FREE OF DIRT AND SUBSTANCES THAT COULD INTERFERE WITH ADHESION AS WELL AS ANY SHARP PROTRUSIONS. STEP 5 PEEL LARGEST STRIP OF RELEASE PAPER FIRST. A.INSTALL THE SILL FLASHING. REMOVE THE LARGEST STRIP OF RELEASE PAPER, ALIGN THE FLASHING WITH THE CENTER OF THE SILL AND INSTALL INTO ROUGH OPENING ACROSS SILL. B.APPLY WORKING FROM THE MIDDLE OF THE SILL TOWARDS THE SIDES. C.APPLY 12" LONG PIECE OF 9" DUPONT™ FLEXWRAP™ AT EACH CORNER OF THE SILL. ALIGN W/ THE CENTER OF THE SILL TO ENSURE EXTERIOR WRAP AROUND. EXTEND 6" ALONG THE BOTTOM OF SILL AND 6" UP THE SIDES. SECURE DUPONT™ FLEXWRAP™ NF TIGHTLY INTO THE CORNERS BY FIRST WORKING IN ALONG THE SILL BEFORE ADHERING UP THE JAMBS. D.DO NOT STRETCH MATERIAL ALONG THE SILL OR JAMBS. STEP 6 OPTIONAL BACKDAM DETAIL WHEN USING 9" WIDE DUPONT™FLEXWRAP™ NF A. FOLD SIDE FLAPS INTO ROUGH OPENING AND SECURE TO INSIDE WALL. SECURE TO INSIDE WALL WITH TYVEK ® TAPE OR DUPONT™ TYVEK ® WRAP CAP FASTENERS STEP 3 D u p o n t ™ S t r a i g h t D u p o n t ™ S t r a i g h t F l a s h ™ N F F l a s h ™ N F 6 " M I N . L E N G T H O F S I L L 8 " 8 " THIS DETAIL WAS PROVIDED BY THE DUPONT™ CORPORATION AND MODIFIED TO FIT LEXAR HOMES STANDARD APPLICATION. THIS DETAIL IS SHOWN USING DUPONT™ TYVEK® BRAND WRAP AND IS THE ONLY APPROVED WRAP FOR LEXAR HOMES. THIS DETAIL IS THE PREFERRED METHOD OF BUILDING WRAP INSTALLATION FOR LEXAR HOMES. DUPONT STRAIGHT FLASH W/ DUPONT™ FLEX WRAP® AT CORNERS DUPONT FLEX WRAP DUPONT STRAIGHT FLASH TO CORNERS DUPONT FLEX WRAP 6 " 6 " A.REMOVE NARROW PIECE OF THE RELEASE PAPER. B.FAN DUPONT™ FLEXWRAP™ NF AT BOTTOM CORNERS AND ADHERE ONTO EXTERIOR FACE OF WALL. COVERAGE SHOULD BE 2" TO 3" INCHES ONTO THE FACE OF THE WALL C.PRESS SILL FLASHING W/ FIRM HAND PRESSURE OR J- ROLLER TO ENSURE FULL ADHESION ON ALL SURFACES. STEP 7 TYVEKR TYVEKR Copyright © 2020, LEXAR Homes LLC. BU I L D I N G E N V EL O P EBUILDING E N V E L O P E BUILDIN G W RAP AT WINDOW I NSTALLAT I ONBUILDING WRAP AT W I NDOW I N STA LLAT I ON D E TA I LDETAIL A -2 2 aA-2 2 a TYVEKR TYVEK R TYVEKR TYVEK R TYVEKR TYVEK R TYVEKR TYVEKR S E A L A N T SEALANT DU PONTT M R DU PONTTM R D U PONTT M R DU PONTTM R DU PONTTM R D U PONTT M R DU PONTT M R DU PONTTM R DU PONTT M R DU PONTTM R DU PONTT M R D U PONTT M R 0' 2 53/128" 1 " - 2 " A. FLIP DOWN UPPER FLAP OF DUPONT™ TYVEK ® DRAINWRAP™ SO IT LAYS FLAT ACROSS THE HEAD FLASHING. STEP 12 A.TRIM THE DUPONT™ TYVEK ® DRAINWRAP™1"-2" ABOVE THE WINDOW OPENING. B.WHEN TRIMMING THE DUPONT™ TYVEK ®/WRB, DO NOT CUT OR DAMAGE THE HEAD FLASHING THAT HAS BEEN INSTALLED BEHIND IT. STEP 13 A. TAPE ALL CUTS IN DUPONT™ TYVEK ® DRAINWRAP™ AND TAPE ACROSS HEAD OF THE WINDOW WITH DUPONT™ TYVEK® TAPE, 4" DUPONT™ FLASHING TAPE OR DUPONT™ STRAIGHTFLASH™. STEP 14 A. INSTALL RESIDENTIAL SEALANT OR RECOMMENDED SEALANT ALONG INTERIOR SIDE OF SILL & BACKER ROD @ SIDES AND TOP OF FRAME AROUND THE WINDOW OPENING AT THE INTERIOR. IT IS ALSO ACCEPTABLE TO USE DUPONT™ WINDOW AND DOOR FOAM OR RECOMMENDED FOAM AT THE INTERIOR CAVITY OF THE JAMBS AND HEAD. IF FOAM IS USED AT THE SILL, RECOMMENDED SEALANT SHOULD BE USED AT THE SILL AREA BEHIND THE FOAM TO ENSURE A PROPER WATER SEAL. STEP 15 A. INSTALL WINDOW ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. STEP 9 A.APPLY (CONTINUOUSLY) RESIDENTIAL SEALANT OR RECOMMENDED SEALANT ON THE HEAD AND JAMBS OF ROUGH OPENING (ON TOP OF DRAINWRAP™). B.IF SEALANT IS APPLIED TO THE SILL, ENSURE THAT THERE ARE AT LEAST TWO (2) 2" INCH GAPS IN THE SEALANT BEAD FOR EVERY 4' OF WINDOW TO ALLOW FOR DRAINAGE. STEP 8 A. CUT TWO PIECES OF DUPONT™ FLASHING TAPE OR DUPONT™ STRAIGHTFLASH™ FOR JAMB FLASHING EXTENDING 1" ABOVE WINDOW HEAD FLANGE AND 4" TO 6" BELOW BOTTOM EDGE OF SILL FLASHING. B. REMOVE RELEASE PAPER AND PRESS TIGHTLY ALONG SIDES OF WINDOW FRAME. STEP 10 A.CUT A PIECE OF DUPONT™ STRAIGHTFLASH™, DUPONT™ FLASHING TAPE FOR HEAD FLASHING, B.HEAD FLASHING TO EXTEND BEYOND OUTER EDGES OF JAMB FLASHING. C.REMOVE RELEASE PAPER AND INSTALL COMPLETELY COVERING WINDOW MOUNTING FLANGE AND ADHERING TO THE EXPOSED SHEATHING. STEP 11 CORRECT DUPONT™ FLASHING TAPE OVERLAPS DUPONT™ FLEXWRAP™ NF INCORRECT DUPONT™ FLASHING TAPE FLUSH WITH DUPONT™ FLEXWRAP™ NF INCORRECT DUPONT™ FLEXWRAP™ NF REVERSE FLASHED THIS DETAIL WAS PROVIDED BY THE DUPONT™ CORPORATION AND MODIFIED TO FIT LEXAR HOMES STANDARD APPLICATION. THIS DETAIL IS SHOWN USING DUPONT™ TYVEK® BRAND WRAP AND IS THE ONLY APPROVED WRAP FOR LEXAR HOMES. THIS DETAIL IS THE PREFERRED METHOD OF BUILDING WRAP INSTALLATION FOR LEXAR HOMES. 4 -6 " 1 " Copyright © 2020, LEXAR Homes LLC. BU I L D I N G E N V EL O P EBUILDING E N V E L O P E BUILDIN G W RAP AT WINDOW I NSTALLAT I ONBUILDING WRAP AT W I NDOW I N STA LLAT I ON D E TA I LDETAIL A -2 2 bA-2 2 b D U P ONTT M R D U P ONTT M R DUPONTT M R DU PONTT M R D U PONTT M R D U PONTT M R D U PONTT M R D U PONTT M R DO NOT SCALE Make an incision into the building wrap above the wall penetration. Ensure it is approximately 1/4" wider than the Quickflash® panel to be installed. Slide the top side of the Quickflash® panel under the building wrap and push the rubber boot over the wall penetration. Tape down both sides (1) of Quickflash® then tape across the top (2) using self adhering flashing tape. Install any fixture block to be used along with 3" high back "Z" Flashing Begin installation of siding per manufacturer's specifications / requirements Ensure there is a 3/8" gap left above the top of the fixture block, creating a capillary break. This prevents water from traveling up behind the siding. Caulk down both sides only. 11 11 22 44 44 33 55 66 77 88 99 77 3/8" 1 1 2 55 SEALANT 2 15/128" S E A L A N T SEALANT 1. 1/8" lath starter strip 2. DuPont? Tyvek® DrainWrap? 3. Wall Penetration 4. Quickflash® panel 5. Self adhering flashing tape 6. Fixture block 7. 3" High back "Z" metal flashing 8. Siding as required (Install per manufacturer's specs) 9. 3/8" gap Copyright © 2020, LEXAR Homes LLC. BU I L D I N G E N V EL O P EBUILDING E N V E L O P E SIDING & FLASH I NG INSTAL LATIO NSIDING & FL ASHIN G INSTALLAT I ON D E TA I LDETAIL A -2 2 cA-2 2 c DU PONTTM R DU PONTT M R 4 9/64" 1 15/16" 1 15/16" 2 45/128" 2 45/128" 63/128" 109/128" 1 13/64" 2" INCORREC T CORREC T NO GAPS IN CORNERS STEP 4 PEEL LARGEST STRIP OF RELEASE PAPER FIRST. A.APPLY 12" LONG PIECE OF 9" DUPONT™ FLEXWRAP™ AT EACH CORNER OF THE SILL AND TOP CORNERS OF OPENING. ALIGN W/ THE CENTER OF THE SILL TO ENSURE EXTERIOR WRAP AROUND. EXTEND 6" ALONG THE BOTTOM OF SILL AND 6" UP THE SIDES. SECURE DUPONT™ FLEXWRAP™ NF TIGHTLY INTO THE CORNERS BY FIRST WORKING IN ALONG THE SILL BEFORE ADHERING UP THE JAMBS. B.DO NOT STRETCH MATERIAL ALONG THE SILL OR JAMBS. STEP 5 L E N G T H O F S I L L THIS DETAIL WAS PROVIDED BY THE DUPONT™ CORPORATION AND MODIFIED TO FIT LEXAR HOMES STANDARD APPLICATION. THIS DETAIL IS SHOWN USING DUPONT™ TYVEK® BRAND WRAP AND IS THE ONLY APPROVED WRAP FOR LEXAR HOMES. THIS DETAIL IS THE PREFERRED ALTERNATE METHOD OF BUILDING WRAP INSTALLATION FOR LEXAR HOMES. DUPONT STRAIGHT FLASH W/ DUPONT™ FLEX WRAP® AT CORNERS DUPONT FLEX WRAP DUPONT STRAIGHT FLASH TO CORNERS DUPONT FLEX WRAP 6 " 6 " A.REMOVE NARROW PIECE OF THE RELEASE PAPER. B.FAN DUPONT™ FLEXWRAP™ NF AT BOTTOM CORNERS AND ADHERE ONTO EXTERIOR FACE OF WALL. COVERAGE SHOULD BE 2" TO 3" INCHES ONTO THE FACE OF THE WALL C.PRESS SILL FLASHING W/ FIRM HAND PRESSURE OR J-ROLLER TO ENSURE FULL ADHESION ON ALL SURFACES. STEP 6 18" 1 8 " STEP 1 4 " 6 " 6" MIN. TYP. A.PREPARE THE SILL FLASHING BY CUTTING A PIECE OF 6" DUPONT™ STRAIGHT FLASH™ THAT IS THE LENGTH OF THE SILL. B.INSPECT INSTALLATION SURFACE TO ENSURE THE SURFACE IS FREE OF DIRT AND SUBSTANCES THAT COULD INTERFERE WITH ADHESION AS WELL AS ANY SHARP PROTRUSIONS. C.INSTALL THE SILL FLASHING. REMOVE THE LARGEST STRIP OF RELEASE PAPER, ALIGN THE FLASHING WITH THE CENTER OF THE SILL AND INSTALL INTO ROUGH OPENING ACROSS SILL. APPLY WORKING FROM THE MIDDLE OF THE SILL TOWARDS THE SIDES. A.APPLY CONTINUOUS CAULKING / RESIDENTIAL SEALANT AROUND TOP AND SIDES OF WINDOW OPENING B.ANGLE SEALANT AT THE TOP OF OPENING TO CREATE A 4" PEAK.4" PEAK. C.SEALANT AT THE SIDES SHOULD EXTEND 6"6" MAX.MAX. BELOW THE SILL. A.CUT A PIECE OF TYVEK DRAIN WRAP THAT IS 36" WIDER AND 36" TALLER THAN THE WINDOW TO ALLOW FOR 18" WIDTH AROUND OPENING B.ATTACH DRAIN WRAP W/ CAP STAPLES AT FAR CORNERS. CENTER ON WINDOW OPENING C.CUT OPENING AS SHOWN USING A "Y" CUT STEP 2 A.FOLD FLAPS INTO OPENING AND FASTEN TO FRAMING W/ STAPLES OR APPROVED FASTENERS. STEP 3 A.APPLY RESIDENTIAL SEALANT OR APPROVED SEALANT TO TOP AND BOTH SIDES OF OPENING B.INSTALL WINDOW PER MANUFACTURER'S INSTRUCTIONS. STEP 7 DU PONTT M R D U P ONTT M R DU PONTT M R D U P ONTT M R D U PONTTM R D u p o n t ™ S t r a i g h t D u p o n t ™ S t r a i g h t F l a s h ™ N F F l a s h ™ N F DU PONTT M R 6 " M I N . DUPONTT M R D U P O N TT M R 89/128" 2" MIN. OVERLAP PAST EDGE OF CUT TYP. DU PONTTM R D U P O NTT M R S E A L A N T Copyright © 2020, LEXAR Homes LLC. BU I L D I N G E N V EL O P EBUILDING E N V E L O P E BUILDIN G W RAP AT WINDOW - ALT E RNAT EBUILDING WRAP AT W I NDOW - ALTERNAT E D E TA I LDETAIL A -2 3 aA-2 3 a D U PONTT M R D U P ONTT M R D U PONTT M R DU PONTT M R DU PONTTM R D U PONTT M R D U PONTT M R D U PONTT M R TYVEK R T Y V E K R SEALANT D U P ONTT M R D U P O N TT M R D U P ONTT M R D U P ONTT M R D U P ONTT M R 85/128" 1 1/4" 109/128" 17/32" 33/64" 2 19/64"57/64" THIS DETAIL WAS PROVIDED BY THE DUPONT™ CORPORATION AND MODIFIED TO FIT LEXAR HOMES STANDARD APPLICATION. THIS DETAIL IS SHOWN USING DUPONT™ TYVEK® BRAND WRAP AND IS THE ONLY APPROVED WRAP FOR LEXAR HOMES. THIS DETAIL IS THE PREFERRED ALTERNATE METHOD OF BUILDING WRAP INSTALLATION FOR LEXAR HOMES. CORRECT DUPONT™ FLASHING TAPE OVERLAPS DUPONT™ FLEXWRAP™ NF INCORRECT DUPONT™ FLASHING TAPE FLUSH WITH DUPONT™ FLEXWRAP™ NF INCORRECT DUPONT™ FLEXWRAP™ NF REVERSE FLASHED STEP 6 A. APPLY DUPONT STRAIGHT FLASH DOWN BOTH SIDES OF THE WINDOW. ENSURE OVERLAP OF SILL FLASHING AT CORNERS AND EXTEND PAST SILL FLASHING APPROX. 2" - 4" B. APPLY DUPONT STRAIGHT FLASH ACROSS TOP OF WINDOW. ENSURE OVERLAP OF BOTH SIDE STRIPS OF STRAIGHT FLASH AND EXTEND APPROX. 2" - 4" BEYOND. B 2"-4"2"-4" WINDOW FLANGE A P P R O X . 1 "-2 " A B A OVERLAP NO OVERLAP 2 3 4 5 2 3 4 STEP 7 STEP 8 A.DUPONT™ TYVEK ® DRAINWRAP™ TO BE MECHANICALLY FASTENED AND INSTALLED OVER SHEATHING W/ CAP STAPLES.CAP STAPLES. B.DO NOT INSTALL FASTENERS WITHIN 6" OF THE SILLS AND JAMBS OF THE OPENINGS AND WITHIN 9" OF THE HEAD OPENINGS. C.ENSURE LAP JOINTS IN DRAINWRAP™ EXTEND MIN. 6" BEYOND WINDOW APRON FLAP. D.TAPE TYVEK JOINT WITH TYVEK TAPE E.E.CUT WINDOW OPENING INTO TYVEK DRAINCUT WINDOW OPENING INTO TYVEK DRAIN WRAP. ENSURE OPENING IS 1" WIDER THANWRAP. ENSURE OPENING IS 1" WIDER THAN WINDOW @ TOP AND SIDES. EXTEND BOTTOMWINDOW @ TOP AND SIDES. EXTEND BOTTOM CUT 6" BELOW WINDOW, AND 2" PAST ENDS OFCUT 6" BELOW WINDOW, AND 2" PAST ENDS OF WINDOW APRON FLAPWINDOW APRON FLAP A.FOLD SIDE FLAPS BACK TO BETTER ACCESS WINDOW APRON FLAP. B.PULL WINDOW APRON FLAP OUT FROM BEHIND DRAIN WRAP AND FOLD OVER THE FRONT OF THE DRAIN WRAP. A.FASTEN WINDOW APRON FLAP WITH CAP STAPLES B.SEAL ALL JOINTS WITH TYVEK TAPE IN THE ORDER SPECIFIED PER THE DIAGRAM ABOVE. ENSURE ALL TAPE JOINTS OVERLAP AND SEAL COMPLETELY. INSTALL RESIDENTIAL SEALANT ALONG INTERIOR SIDE OF SILL. BACKER ROD TO BE INSTALLED @ SIDES AND TOP OF FRAME AROUND THE WINDOW OPENING AT THE INTERIOR (TYPICALLY DURING INSULATION). STEP 9 STEP 10 DUPONT™ TYVEK ®/TAPE !! USE CAUTION WHEN CUTTING OPENINGS SO AS NOT TO CUT INTO FLASHING AND DRAINWRAP BEHIND THE BUILDING WRAP 1" 1 " 6 " WINDOW APRON WINDOW FLANGE CUT WINDOWCUT WINDOW OPENING 1" WIDEROPENING 1" WIDER THAN WINDOWTHAN WINDOW EDGE OF WINDOW FRAME 1 D U PONTTM R DU PONTT M R 2" 2 " - 4 " DUPONT STRAIGH T FLASH OVERLAP & EXTEND BEYOND END OF FLASHING A A 9/32" Copyright © 2020, LEXAR Homes LLC. BU I L D I N G E N V EL O P EBUILDING E N V E L O P E BUILDIN G W RAP AT WINDOW - ALT E RNAT EBUILDING WRAP AT W I NDOW - ALTERNAT E D E TA I LDETAIL A -2 3 bA-2 3 b DU PONTT M R D U PONTT M RDUPONTTM R DU PONTT M R D U PONTT M R DU PONTTM R S E A L A N T 1 119/128" 1 15/16" 4 9/64" 1 27/128" 1" 1 85/128" 3 83/128" 21/32" 9/32" 1 31/128" 109/128" PEEL LARGEST STRIP OF RELEASE PAPER FIRST. ATTACH TYVEK DRAIN WRAP APRON TO BOTTOM OF WINDOW OPENING USING (1) CAP STAPLE @ EACH END THIS DETAIL WAS PROVIDED BY THE DUPONT™ CORPORATION AND MODIFIED TO FIT LEXAR HOMES STANDARD APPLICATION. THIS DETAIL IS SHOWN USING DUPONT™ TYVEK® BRAND WRAP AND IS THE ONLY APPROVED WRAP FOR LEXAR HOMES. THIS DETAIL IS THE SECONDARY ALTERNATE METHOD OF BUILDING WRAP INSTALLATION FOR LEXAR HOMES. OPTIONAL BACKDAM DETAIL WHEN USING 9" WIDE DUPONT™FLEXWRAP™ NF DUPONT STRAIGHT FLASH W/ DUPONT™ FLEX WRAP® AT CORNERS DUPONT FLEX WRAP DUPONT STRAIGHT FLASH TO CORNERS DUPONT FLEX WRAP 6 " 6 " D u p o n t ™ S t r a i g h t D u p o n t ™ S t r a i g h t F l a s h ™ F l a s h ™ INCORREC T CORREC T NO GAPS IN CORNERS 6 " M I N . 6 " M I N . @ S I L L STEP 1 STEP 2 STEP 3 1 0 " 1 2 " M I N . A.APPLY 12" LONG PIECE OF 9" DUPONT™ FLEXWRAP™ AT EACH CORNER OF THE SILL. ALIGN W/ THE CENTER OF THE SILL TO ENSURE EXTERIOR WRAP AROUND. EXTEND 6" ALONG THE BOTTOM OF SILL AND 6" UP THE SIDES. SECURE DUPONT™ FLEXWRAP™ NF TIGHTLY INTO THE CORNERS BY FIRST WORKING IN ALONG THE SILL BEFORE ADHERING UP THE JAMBS. B.DO NOT STRETCH MATERIAL ALONG THE SILL OR JAMBS. A.PREPARE THE SILL FLASHING BY CUTTING A PIECE OF 6" DUPONT™ STRAIGHT FLASH™ THAT IS THE LENGTH OF THE SILL. B.INSPECT INSTALLATION SURFACE TO ENSURE THE SURFACE IS FREE OF DIRT AND SUBSTANCES THAT COULD INTERFERE WITH ADHESION AS WELL AS ANY SHARP PROTRUSIONS. C.INSTALL THE SILL FLASHING. REMOVE THE LARGEST STRIP OF RELEASE PAPER, ALIGN THE FLASHING WITH THE CENTER OF THE SILL AND INSTALL INTO ROUGH OPENING ACROSS SILL. APPLY WORKING FROM THE MIDDLE OF THE SILL TOWARDS THE SIDES. CORRECT DUPONT™ FLASHING TAPE OVERLAPS DUPONT™ FLEXWRAP™ NF INCORRECT DUPONT™ FLASHING TAPE FLUSH WITH DUPONT™ FLEXWRAP™ NF INCORRECT DUPONT™ FLEXWRAP™ NF REVERSE FLASHED 2 "-4 " STEP 6 A. APPLY RESIDENTIAL SEALANT TO TOP AND BOTH SIDES OF WINDOW OPENING B. INSTALL WINDOW ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. STEP 5 A.REMOVE NARROW PIECE OF THE RELEASE PAPER. B.FAN DUPONT™ FLEXWRAP™ NF AT BOTTOM CORNERS AND ADHERE ONTO EXTERIOR FACE OF WALL. COVERAGE SHOULD BE 2" TO 3" INCHES ONTO THE FACE OF THE WALL C.PRESS SILL FLASHING W/ FIRM HAND PRESSURE OR J-ROLLER TO ENSURE FULL ADHESION ON ALL SURFACES. A. APPLY DUPONT STRAIGHT FLASH DOWN BOTH SIDES OF THE WINDOW. ENSURE OVERLAP OF SILL FLASHING AT CORNERS AND EXTEND PAST SILL FLASHING APPROX. 2" - 4" B. APPLY DUPONT STRAIGHT FLASH ACROSS TOP OF WINDOW. ENSURE OVERLAP OF BOTH SIDE STRIPS OF STRAIGHT FLASH AND EXTEND APPROX. 2" - 4" BEYOND. STEP 4 A A B 2"-4" 2"-4" WINDOW FLANGE DUPONT STRAIGHT FLASH OVERLAP & EXTEND BEYOND END OF FLASHING A P P R O X . 1 "-2 " A B A OVERLAP NO OVERLAP USE DUPONT STRAIGHT FLASH ONLY. DO NOT USEDO NOT USE DUPONT TYVEKDUPONT TYVEK FLEX WRAPFLEX WRAP L E N G T H O F S I L L Copyright © 2020, LEXAR Homes LLC. BU I L D I N G E N V EL O P EBUILDING E N V E L O P E BUILDIN G W RAP AT WINDOW - ALT E RNAT E 2BUILDING WRAP AT W I NDOW - ALTERNAT E 2 D E TA I LDETAIL A -2 4 aA-2 4 a DU PONTT M R D U P O N TT M R TYVEK R T Y V E K R DU PONTTM R DU PONTT M R D U PONTT M R DU PONTT M R D U PONTT M R D U PONTT M R TYVEK R T Y V E K R SEALANT D U P ONTT M R D U P O NTT M R D U P O N TT M R D U P ONTT M R D U P ONTT M R 1" 1/4" 67/128" 33/64" 31/32" 1 11/128" THIS DETAIL WAS PROVIDED BY THE DUPONT™ CORPORATION AND MODIFIED TO FIT LEXAR HOMES STANDARD APPLICATION. THIS DETAIL IS SHOWN USING DUPONT™ TYVEK® BRAND WRAP AND IS THE ONLY APPROVED WRAP FOR LEXAR HOMES. THIS DETAIL IS THE SECONDARY ALTERNATE METHOD OF BUILDING WRAP INSTALLATION FOR LEXAR HOMES. DUPONT™ TYVEK ®/TAPE 6 " M I N . 2 3 4 5 2 3 4 STEP 7 STEP 8 2 " A.DUPONT™ TYVEK ® DRAINWRAP™ TO BE MECHANICALLY FASTENED AND INSTALLED OVER SHEATHING W/ CAP STAPLES.CAP STAPLES. B.DO NOT INSTALL FASTENERS WITHIN 6" OF THE SILLS AND JAMBS OF THE OPENINGS AND WITHIN 9" OF THE HEAD OPENINGS. C.ENSURE LAP JOINTS IN DRAINWRAP™ EXTEND MIN. 6" BEYOND WINDOW APRON FLAP. D.TAPE TYVEK JOINT WITH TYVEK TAPE E.E.CUT WINDOW OPENING INTO TYVEK DRAIN WRAP. ENSURE OPENING IS 1"CUT WINDOW OPENING INTO TYVEK DRAIN WRAP. ENSURE OPENING IS 1" WIDER THAN WINDOW @ TOP AND SIDES. EXTEND BOTTOM CUT 2" BELOWWIDER THAN WINDOW @ TOP AND SIDES. EXTEND BOTTOM CUT 2" BELOW WINDOW, AND 2" PAST ENDS OF WINDOW APRON FLAPWINDOW, AND 2" PAST ENDS OF WINDOW APRON FLAP A.FOLD SIDE FLAPS BACK TO BETTER ACCESS WINDOW APRON FLAP. B.PULL WINDOW APRON FLAP OUT FROM BEHIND DRAIN WRAP AND FOLD OVER THE FRONT OF THE DRAIN WRAP. A.FASTEN WINDOW APRON FLAP WITH CAP STAPLES B.SEAL ALL JOINTS WITH TYVEK TAPE IN THE ORDER SPECIFIED PER THE DIAGRAM ABOVE. ENSURE ALL TAPE JOINTS OVERLAP AND SEAL COMPLETELY. INSTALL RESIDENTIAL SEALANT ALONG INTERIOR SIDE OF SILL. BACKER ROD TO BE INSTALLED @ SIDES AND TOP OF FRAME AROUND THE WINDOW OPENING AT THE INTERIOR (TYPICALLY DURING INSULATION). STEP 9 STEP 10 DUPONT™ TYVEK ®/TAPE !! USE CAUTION WHEN CUTTING OPENINGS SO AS NOT TO CUT INTO FLASHING BEHIND THE BUILDING WRAP AND THE TYVEK TAPE AT SEAMS. 1" 1 " 2 " 2" WINDOW APRON WINDOW FLANGE CUT WINDOWCUT WINDOW OPENING 1" WIDEROPENING 1" WIDER THAN WINDOWTHAN WINDOW EDGE OF WINDOW FRAME 1 Copyright © 2020, LEXAR Homes LLC. BU I L D I N G E N V EL O P EBUILDING E N V E L O P E BUILDIN G W RAP AT WINDOW - ALT E RNAT E 2BUILDING WRAP AT W I NDOW - ALTERNAT E 2 D E TA I LDETAIL A -2 4 bA-2 4 b 2' 15 1/8'' 2 1/4" 18 9/16" 16 15/16" 1 2 3 /8 " 1 15/16" 16 5/8" 2020 19191818 66 22 77 33 55 2121 151514141313 1212 99 1010 1111 11 Ice Barrier to Extend 24" Over Living Space (If Required) AA DETAIL - A TRUSS HEEL DESIGN 1 1/2" 88 77 2121 11 1818 1313 1616 1616 1717 1717 1 2 3 /8 " 15" Truss Tail Soffit Opening 2222 2222 2323 2323 44 ROOF LAYER CONSTRUCTION 55 44 33 22 11 D 15" 16 1/2" Copyright © 2020, LEXAR Homes LLC. 1.Manufactured raised heel truss at 24" O.C. 2.Roof sheathing per plan with 8d nails at 6" O.C. edge & 12" O.C. field 3.Ice & water shield (if required) - Extend 24" over living space 4.Synthetic roof underlayment 5.Architectural class B (min.) composition roof shingles 6.Insulation baffle with 1" air gap above 7.2x Truss blocking 8.2x Nailer 9.2x4 Sub fascia 10.Metal drip edge/flashing 11.5/4" x 6" Fascia 12.Continuous gutter per plan 13.8d Edge nailing 14. 16" LP Vented soffit 15. Edge nail to 2x - Attach to framing with (2) 16d nails at 24" O.C. 16. Truss heel offset 1 1/2" from exterior for blocking 17. Truss bottom chord extends to exterior 18. Simpson H2.5A hurricane tie at each truss - Opt. Simpson H2.5T, SDWC15600 or 6" Timberlok screw 19. 1/2" or 5/8" Sag resistant GWB 20. R-49 Attic insulation 21. Exterior wall 22. Split OSB sheathing at mid-point of upper top plate 23. TYVEK Building wrap to extend to bottom of truss top chord NOT TO SCALE a.Negative dimensions "-D" in this table represent soffit heights below the top plate of wall b."*" denotes LEXAR homes standard roof pitch - All truss designs will be based off of this standard U.N.O. per this table PITCH SOFFIT DEPTH (D) 4/12 3 3/8" *5/12 *2" b 6/12 5/8" 7/12 -5/8" b 8/12 -2 1/8" b 9/12 -3 1/2" b 10/12 -4 7/8" b RO O FROOF T Y P I CA L T RUS S TO T OP PL AT ETYPICAL T RUSS TO TOP PL ATE D E TA I LDETAIL R -0 1 .1R-0 1 .1 3'-3 3/4" 1 121/128" 24 5/8"15 1/8" 1 2 3 /8 " 18 9/16" 20201919 Depth of Porch Cover Per Plan + Standard Overhang 1818 44 33 2121 22 1717 66 1212 99 88 1010 1111 1616 11 15" Standard overhang Ice Barrier to Extend 24" Over Living Space (If Required) ROOF LAYER CONSTRUCTION 55 44 33 22 11 55 77 1313 15151414 1414 D Porch depth per plan 99 Copyright © 2020, LEXAR Homes LLC. 1.Manufactured raised heel truss at 24" O.C. 2.Roof sheathing per plan with 8d nails at 6" O.C. edge & 12" O.C. field 3.Ice & water shield (if required) - Extend 24" over living space 4.Synthetic roof underlayment 5.Architectural class B (min.) composition roof shingles 6.Insulation baffle with 1" air gap above 7.Manufactured truss blocking over wall - Caulk/Air seal all edges of blocking 8.2x4 Sub fascia 9.8d Edge nailing 10.Metal drip edge/flashing 11. 5/4" x 6" Fascia 12. Continuous gutter per plan 13. 16" LP Vented soffit 14. Soffit nailing to bottom chord of truss 15. Enclosed soffit material 16. 7/16" OSB Sheathing 17. Exterior wall 18. Simpson H2.5A hurricane tie at each truss - Opt. Simpson H2.5T, SDWC15600 or 6" Timberlok screw 19. R-49 Attic insulation 20. 1/2" or 5/8" GWB 21. A35 @ 24" O.C. U.N.O. Per Plan NOT TO SCALE a.Negative dimensions "-D" in this table represent soffit heights below the top plate of wall b."*" denotes LEXAR homes standard roof pitch - All truss designs will be based off of this standard U.N.O. per this table PITCH SOFFIT DEPTH (D) 4/12 3 3/8" *5/12 *2" b 6/12 5/8" 7/12 -5/8" b 8/12 -2 1/8" b 9/12 -3 1/2" b 10/12 -4 7/8" b RO O FROOF CANT I LEVERED PORC H COVERCANTILEVERED PO RCH CO V E R D E TA I LDETAIL R -0 1 .4R-0 1 .4 11 AA DETAIL - A DETAIL - B 22 33 55 13 1/2" OVERHANG 13 1/2" OVERHANG 13 1/2" OVERHANG DETAIL - C2DETAIL - C1 44 667788 99 1010 BB 1111 1212 1313 1414 1515 1616 2020 1717 1818 1919 2121 2222 2222 2323 2323 2424 2121 1818 2525 2424 1818 1616 1'-1 1/2" 2626 2727 Copyright © 2020, LEXAR Homes LLC. 1.7/16" OSB Sheathing 2.TYVEK Building wrap 3.8d Edge nailing per shear wall schedule 4.Gable end truss 5.Sheath gable end with 7/16" OSB - Edge nail at 6" O.C. Typ. 6.2x4 Soffit nailer 7.Enclosed soffit 8.2x4 Gable Sub Fascia 9.5/4" x 6" Gable Fascia 10.Outlookers - Extend to next truss. See Detail C1 and C2. Add Blocking As Required Between Outlookers. 11.Roof sheathing per plan 12.8d Edge nailing 13.Synthetic roof underlayment 14.Composition roof shingles 15. Pre-manufactured trusses at 24" O.C. 16. Strongback gable webs as required by truss MFR. - See details A & B 17. Simpson A35 clips at 24" O.C. or 10d toe nailing at 6" O.C. 18. Dbl. Top plates 19. R-49 Attic insulation 20. 1/2" or 5/4" GWB at ceiling 21. Exterior wall 22. 2x4 Bracing if required by truss MFR. 23. 16d Nailing at 16" O.C. 24. Truss bottom chord 25. Truss top chord 26. 2x4 Outlookers (Flat) @ 48" o.c. - Up to 65 Lb Snow Load 27. 2x4 Outlookers (On Edge) @ 24" o.c. - Up to 120 Lb Snow Load NOT TO SCALE RO O FROOF GABL E E ND F RAMI NGGABLE E N D F RAM I N G D E TA I LDETAIL R -0 3 .1R-0 3 .1 7711 22 33 11 44 66 55 55 66 Copyright © 2020, LEXAR Homes LLC. 1.Roof truss per plan 2.Roof sheathing per plan 3.Flashing as required 4.7/16" OSB sheathing 5.8d Edge nailing at 6" O.C. 6.2x6 Truss blocking - Attach at each truss web with (2) 16d nails 7.Truss hanger per MFR. NOT TO SCALE **This detail is designed only to show the truss connection. Refer to details R-1 through R-3 for general roof construction.** RO O FROOF MO N O TRU S S TO GA BL EMONO T RUSS TO GABLE D E TA I LDETAIL R -0 4R-0 4 11 OVERFRAMING AT BEARING WALL OVERFRAMING AT GIRDER TRUSS OVERFRAMING TOP VIEW 22 33 44 44 44 88 66 77 22 22 3344 44 44 88 66 77 1212 55 5511111010 22 6677 1010 1313 1414 99 1010 1010 1010 Copyright © 2020, LEXAR Homes LLC. 1.Exterior wall 2.Manufactured trusses at 24" O.C. 3.Roof sheathing per plan 4.8d Edge nailing at 6" O.C. entire length of truss 5.Continuous sheathing under overframing 6.2x Ridge beam - See general notes 7.2x Rafters at 24" O.C. - See general notes NOT TO SCALE If not using MFR. provided "jack" trusses for overframing areas, refer to Roof Plan for Rafter Size and Spans on A-106. General Notes: 8. Flat 2x nailer 9. A35 connector at 48" O.C. 10. Flat 2x blocking with 8d edge nailing 11. Girder truss 12. Truss hanger per MFR. 13. Trusses shown below 14. Exterior wall shown below RO O FROOF OVE RF RA M I N GOVERFRAMING D E TA I LDETAIL R -0 7R-0 7 33 11 EXAMPLE CONDITION 1111 11 55 66 22 55 77 44 Copyright © 2020, LEXAR Homes LLC. 1.Roof truss per plan 2.Roof sheathing per plan 3.Flashing as required 4.7/16" OSB sheathing 5.8d Edge nailing at 6" O.C. 6.Attach top chords of lower truss with (2) 16d nails at each upper truss web 7.Attach truss bottom chords with (2) .131" x 3" nails (min.) at 24" O.C. NOT TO SCALE RO O FROOF L OWER ROOF TO UPPER ROOF T RUSSLOWER ROOF TO UPPER RO OF TRUSS D E TA I LDETAIL R -0 9 .1R-0 9 .1 1 ' M I N . 1 ' M I N . DO NOT SCALE V A U L T P I T C H V A U L T VAULT A. Cut out rigid foam to fit in between truss webs and extend min. 1' above bottom of vault. Seal foam to truss webs. B. Install solid piece of 2" rigid foam insulation to back of truss. Tape & seal all seams. 11 22 22 33 33 33 44 44 55 55 66 66 55 1. Vaulted trusses per plan 2. Standard trusses per plan 3. GWB per plan 4. R-49 insulation 5. 2" rigid foam insulation (See notes A & B above) 6. Continuous caulking along seam Copyright © 2020, LEXAR Homes LLC. RO O FROOF VAULT WAL L I N SUL ATIONVAULT WAL L IN S U LATION D E TA I LDETAIL R -1 6R-1 6 2' 2' 2' 1 '-6 " M I N . 1 /3 H E I G H T 1 /3 H E I G H T 1 /3 H E I G H T 11 22 22 11 22 33 44 55 66 66 66 Copyright © 2020, LEXAR Homes LLC. 1.Water heater per plan 2.16 Gauge strapping around water heater at every 1/3 height 3.Platform - Must be anchored to wall 4.Flexible connection - If required 5.4" Bollard post per 2015 IRC section M1307.3.1 6.2x Nailer for attaching strap connection NOT TO SCALE M I S C A L L A N E O U SMISCALLANEOUS WATER H E ATER INSTAL LAT IONWATER HE ATER I NSTALLAT I ON D E TA I LDETAIL M -0 1M-0 1 CL 3 0 '' A B O V E F I N I S H E D G R A D E 1" 8" MIN. 1 3/4" 22 DO NOT SCALE GENERAL NOTES: A. Place the hose bib @ 30" above finished grade & 1" from the inside of the wall stud @ corners & approx. center line w/ intersecting ext. walls. B. Hose bibs to be placed on warm walls of home, perpendicular to corner or interior wall connection. C. Hose bib to extend 8" into wall (see Detail - A) 11 44AA DETAIL - A 22 55 66 44 33 CL 1. Finished grade. Height TBD on site. 2. 2x6 Wall @ corner 3. 2x intersecting interior wall 4. 1" Hole for hose bib.(see general note B) 5. 8" Frost free self draining hose bib. 6. Loop in water line. Copyright © 2020, LEXAR Homes LLC. PL U MBING - HOS E BIB LOCAT I ONPLUMBING - H OSE BI B LO CAT I ON D E TA I LDETAIL P -1P-1 DO NOT SCALE 33 55 22 11 44 This detail applies to both hung joist & rim joist foundation designs. The homeowner is responsible for septic installation U.N.O. Stub out height to be determined on site. If the septic system is pre- existing, additional foundation may be required to get proper slope 1. Septic tank. Install per 2015 IRC, 2015 UPC & Regional Codes 2. Sewer pipe. Slope Min. 1/4" per 1'-0" to the tank. 3. Sewer pipe. Lay on top of footing. Make sure all slope & min. clearance requirements are met prior to installation 4. Foundation system per plan 5. Finished grade. Height TBD Copyright © 2020, LEXAR Homes LLC. PL U MBING - S EW E R PIPE IN S TALL ATIONPLUMBING - S E WER PIPE INSTAL LATIO N D E TA I LDETAIL P -2P-2 Job 2640724 Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:40 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-NJH84Do3LEFGZL3_YNgE7GBR9evgdEV5MDsY0azjb2j Scale = 1:61.1 T2 T2 B1 T1 B2B1 T3 W1 W2 ST13ST12ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2 ST1 ST13 ST12 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 61 3x8 3x8 3x8 3x10 3x6 3x6 5x8 5x8 0-0-0 35-9-0 35-9-0 -1-6-01-6-00-0-0 18-0-0 18-0-0 17-9-0 35-9-0 1- 0 - 6 8- 6 - 6 1- 1 - 1 0 5.00 12 Plate Offsets (X,Y)-- [17:0-4-0,Edge], [42:0-4-0,0-3-0], [51:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 1 1 33 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 259 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* T1,T3: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 60=226/35-9-0 (min. 0-5-1), 33=20/35-9-0 (min. 0-5-1), 47=115/35-9-0 (min. 0-5-1), 48=111/35-9-0 (min. 0-5-1), 49=112/35-9-0 (min. 0-5-1), 50=112/35-9-0 (min. 0-5-1), 51=112/35-9-0 (min. 0-5-1), 52=112/35-9-0 (min. 0-5-1) , 53=112/35-9-0 (min. 0-5-1), 54=112/35-9-0 (min. 0-5-1), 55=112/35-9-0 (min. 0-5-1), 56=113/35-9-0 (min. 0-5-1), 57=109/35-9-0 (min. 0-5-1), 58=129/35-9-0 (min. 0-5-1), 59=19/35-9-0 (min. 0-5-1), 46=115/35-9-0 (min. 0-5-1), 45=111/35-9-0 (min. 0-5-1), 44=112/35-9-0 (min. 0-5-1), 43=112/35-9-0 (min. 0-5-1), 42=112/35-9-0 (min. 0-5-1), 41=112/35-9-0 (min. 0-5-1), 40=112/35-9-0 (min. 0-5-1), 39=112/35-9-0 (min. 0-5-1), 38=112/35-9-0 (min. 0-5-1), 37=112/35-9-0 (min. 0-5-1), 36=112/35-9-0 (min. 0-5-1), 35=113/35-9-0 (min. 0-5-1), 34=112/35-9-0 (min. 0-5-1) Max Horz60=122(LC 16) Max Uplift60=-60(LC 13), 33=-21(LC 16), 48=-47(LC 12), 49=-38(LC 12), 50=-36(LC 12), 51=-36(LC 12), 52=-37(LC 12), 53=-36(LC 12), 54=-36(LC 12), 55=-37(LC 12), 56=-35(LC 12), 57=-41(LC 12), 58=-19(LC 12), 59=-120(LC 18), 45=-49(LC 13), 44=-38(LC 13), 43=-36(LC 13), 42=-36(LC 13), 41=-37(LC 13), 40=-36(LC 13), 39=-36(LC 13), 38=-37(LC 13), 37=-36(LC 13), 36=-40(LC 13), 35=-22(LC 13), 34=-136(LC 13) Max Grav60=337(LC 18), 33=116(LC 13), 47=147(LC 19), 48=160(LC 19), 49=158(LC 19), 50=159(LC 19), 51=135(LC 19), 52=112(LC 1), 53=112(LC 1), 54=112(LC 19), 55=112(LC 1), 56=113(LC 1), 57=109(LC 19), 58=129(LC 1), 59=70(LC 17), 46=147(LC 20), 45=164(LC 20), 44=161(LC 20), 43=162(LC 20), 42=136(LC 20), 41=112(LC 1), 40=112(LC 1), 39=112(LC 20), 38=112(LC 1), 37=112(LC 20), 36=112(LC 1), 35=114(LC 20), 34=112(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-128/64, 3-61=-94/55, 4-61=-90/63, 4-5=-78/72, 5-6=-61/85, 6-7=-45/98, 7-8=-41/111, 8-9=-50/137, 9-10=-59/162, 10-11=-68/186, 11-12=-64/188, 12-13=-77/214, 13-14=-86/239, 14-15=-95/273, 15-16=-106/320, 16-17=-97/299, 17-18=-97/299, 18-19=-106/320, 19-20=-95/273, 20-21=-86/239, 21-22=-77/214, 22-23=-64/188, 23-24=-68/186, 24-25=-59/162, 25-26=-50/137, 26-27=-41/111, 27-28=-32/85, 28-29=-32/60, 29-30=-49/45, 30-31=-65/40, 31-32=-104/37, 2-60=-308/175, 32-33=-65/17 BOT CHORD 59-60=-33/88, 58-59=-33/88, 57-58=-33/88, 56-57=-33/88, 55-56=-33/88, 54-55=-33/88, 53-54=-33/88, 52-53=-33/88, 51-52=-33/88, 50-51=-33/88, 49-50=-33/88, 48-49=-33/88, 47-48=-33/88, 46-47=-33/88, 45-46=-33/88, 44-45=-33/88, 43-44=-33/88, 42-43=-33/88, 41-42=-33/88, 40-41=-33/88, 39-40=-33/88, 38-39=-33/88, 37-38=-33/88, 36-37=-33/88, 35-36=-33/88, 34-35=-33/88, 33-34=-33/88 WEBS 16-47=-121/6, 15-48=-133/114, 14-49=-131/78, 13-50=-132/54, 12-51=-108/55, 10-52=-86/56, 9-53=-85/56, 8-54=-85/56, 7-55=-85/56, 6-56=-86/56, 5-57=-83/53, 4-58=-100/70, 3-59=-46/124, 18-46=-120/6, 19-45=-137/114, 20-44=-134/78, 21-43=-136/54, 22-42=-110/55, 24-41=-86/56, 25-40=-85/56, 26-39=-85/56, 27-38=-85/56, 28-37=-85/54, 29-36=-85/75, 30-35=-87/94, 31-34=-82/129 Continued on page 2 Job 2640724 Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:40 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-NJH84Do3LEFGZL3_YNgE7GBR9evgdEV5MDsY0azjb2j NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-0 to 2-0-14, Exterior(2) 2-0-14 to 14-5-2, Corner(3) 14-5-2 to 21-4-0, Exterior(2) 21-4-0 to 32-0-0, Corner(3) 32-0-0 to 35-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 60, 21 lb uplift at joint 33, 47 lb uplift at joint 48, 38 lb uplift at joint 49, 36 lb uplift at joint 50, 36 lb uplift at joint 51, 37 lb uplift at joint 52, 36 lb uplift at joint 53, 36 lb uplift at joint 54, 37 lb uplift at joint 55, 35 lb uplift at joint 56, 41 lb uplift at joint 57, 19 lb uplift at joint 58, 120 lb uplift at joint 59, 49 lb uplift at joint 45, 38 lb uplift at joint 44, 36 lb uplift at joint 43, 36 lb uplift at joint 42, 37 lb uplift at joint 41, 36 lb uplift at joint 40, 36 lb uplift at joint 39, 37 lb uplift at joint 38, 36 lb uplift at joint 37, 40 lb uplift at joint 36, 22 lb uplift at joint 35 and 136 lb uplift at joint 34. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss A02 Truss Type Common Qty 8 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:41 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-sVrXIZph6YN7BVeB64CTgTkUl29RMf5Fbtb5Z0zjb2i Scale = 1:60.9 T2 T2 B1 W1 W2 W3 W4 W3 W2 W1HW1 HW2 T1 B2B1 T3 1600#/-317# 1499#/-277# 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 3x8 5x8 3x8 5x12 5x8 5x8 4x8 3x4 2x4 3x4 3x8 3x4 3x4 6x6 3x6 3x6 5x12 3x8 0-0-0 9-8-0 9-8-0 8-3-15 18-0-0 8-3-15 26-3-15 9-5-1 35-9-0 -1-6-01-6-00-0-0 6-2-5 6-2-5 5-9-12 12-0-1 5-11-15 18-0-0 5-11-15 23-11-15 5-9-12 29-9-11 5-11-5 35-9-0 1- 0 - 6 8- 6 - 6 1- 1 - 1 0 5.00 12 Plate Offsets (X,Y)-- [2:0-8-9,Edge], [10:0-3-0,0-2-4], [11:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.44 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 0.09 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* T1,T3: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 3-5-4, Right 2x8 DF SS -˜ 6-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1600/0-5-8 (min. 0-2-10), 11=1499/Mechanical Max Horz2=-139(LC 17) Max Uplift2=-317(LC 12), 11=-277(LC 13) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12/0, 2-17=-2660/498, 3-17=-2555/509, 3-4=-2556/518, 4-5=-2430/488, 5-6=-2313/499, 6-18=-1874/459, 7-18=-1791/470, 7-19=-1791/470, 8-19=-1871/458, 8-9=-2314/514, 9-10=-2446/512, 10-20=-2550/535, 11-20=-2643/522 BOT CHORD 2-16=-499/2268, 16-21=-373/2118, 15-21=-373/2118, 15-22=-373/2118, 14-22=-373/2118, 14-23=-312/2096, 13-23=-312/2096, 13-24=-312/2096, 12-24=-312/2096, 11-12=-389/2265 WEBS 4-16=-83/160, 6-16=-20/332, 6-14=-771/266, 7-14=-173/1036, 8-14=-749/261, 8-12=-26/337, 10-12=-96/164 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 2-0-14, Interior(1) 2-0-14 to 14-5-2, Exterior(2) 14-5-2 to 21-6-14, Interior(1) 21-6-14 to 32-2-2, Exterior(2) 32-2-2 to 35-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2 and 277 lb uplift at joint 11. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss A03 Truss Type Roof Special Qty 5 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:42 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-KiOvVvqJtsV_ofDNgojiChHh2STa52POqXLe5Tzjb2h Scale = 1:62.1 T2 T2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 HW1 W10 W9 T1 T3 F1 F4 F3 F2 1595#/-317# 1490#/-275# 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 23 24 25 26 27 3x8 5x8 3x8 8x16 8x8 5x16 3x6 3x4 6x6 3x6 3x6 3x6 3x4 3x8 3x4 4x6 0-0-0 7-7-12 7-7-12 7-4-4 15-0-0 3-9-0 18-9-0 5-0-4 23-9-4 5-9-4 29-6-8 6-2-8 35-9-0 -1-6-01-6-00-0-0 6-2-5 6-2-5 5-10-13 12-1-3 5-10-13 18-0-0 5-9-4 23-9-4 5-9-4 29-6-8 6-2-8 35-9-0 1- 0 - 6 8- 6 - 6 1- 1 - 1 0 3- 7 - 1 0 5.00 12 3.00 12 Plate Offsets (X,Y)-- [2:1-4-0,Edge], [3:0-3-0,0-2-4], [14:0-4-0,0-3-10], [17:0-0-4,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.45 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.60 0.32 (loc) 14 13-14 11 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* B3: 2x4 DF No.2 WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 7-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-5 oc bracing. JOINTS 1 Brace at Jt(s): 13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1595/0-5-8 (min. 0-2-10), 11=1490/Mechanical Max Horz2=137(LC 12) Max Uplift2=-317(LC 12), 11=-275(LC 13) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-22/0, 2-23=-4665/900, 3-23=-4599/916, 3-4=-4567/884, 4-5=-4433/895, 5-24=-4233/772, 6-24=-4154/783, 6-25=-2983/693, 7-25=-3059/681, 7-26=-2910/606, 8-26=-2925/604, 8-9=-3056/588, 9-27=-2427/505, 10-27=-2515/495, 10-11=-1421/331 BOT CHORD 2-15=-904/4156, 14-15=-786/4331, 13-14=-319/2572, 12-13=-394/2312, 11-12=-52/216 WEBS 3-15=0/267, 5-15=-177/151, 5-14=-573/277, 6-14=-425/2481, 6-13=-286/677, 7-13=-539/227, 9-13=-53/576, 9-12=-768/194, 10-12=-345/2067 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 2-0-14, Interior(1) 2-0-14 to 14-5-2, Exterior(2) 14-5-2 to 21-6-14, Interior(1) 21-6-14 to 32-0-6, Exterior(2) 32-0-6 to 35-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2 and 275 lb uplift at joint 11. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss A04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:42 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-KiOvVvqJtsV_ofDNgojiChHh2STa52POqXLe5Tzjb2h Scale = 1:62.1 T2 T2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 HW1 W10 W9 T1 T3 1595#/-317#1490#/-275# 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 3x8 5x8 3x8 8x16 8x8 5x12 3x6 3x4 6x6 3x6 3x6 3x6 3x4 2x4 3x8 3x4 4x6 0-0-0 7-7-12 7-7-12 7-4-4 15-0-0 8-9-4 23-9-4 5-9-4 29-6-8 6-2-8 35-9-0 -1-6-01-6-00-0-0 6-2-5 6-2-5 5-10-13 12-1-3 5-10-13 18-0-0 5-9-4 23-9-4 5-9-4 29-6-8 6-2-8 35-9-0 1- 0 - 6 8- 6 - 6 1- 1 - 1 0 3- 7 - 1 0 5.00 12 3.00 12 Plate Offsets (X,Y)-- [2:1-4-0,Edge], [3:0-3-0,0-2-4], [12:0-8-0,0-2-8], [14:0-4-0,0-3-10] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.45 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.60 0.32 (loc) 14 13-14 11 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* B3: 2x4 DF No.2 WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 7-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1595/0-5-8 (min. 0-2-10), 11=1490/0-5-8 (min. 0-2-7) Max Horz2=137(LC 12) Max Uplift2=-317(LC 12), 11=-275(LC 13) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-22/0, 2-16=-4665/900, 3-16=-4599/916, 3-4=-4567/884, 4-5=-4433/895, 5-17=-4233/772, 6-17=-4154/783, 6-18=-2983/693, 7-18=-3059/681, 7-19=-2910/606, 8-19=-2925/604, 8-9=-3056/588, 9-20=-2427/505, 10-20=-2515/495, 10-11=-1421/331 BOT CHORD 2-15=-904/4156, 14-15=-786/4331, 13-14=-319/2572, 12-13=-394/2312, 11-12=-52/216 WEBS 3-15=0/267, 5-15=-177/151, 5-14=-573/277, 6-14=-425/2481, 6-13=-286/677, 7-13=-539/227, 9-13=-53/576, 9-12=-768/194, 10-12=-345/2067 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 2-0-14, Interior(1) 2-0-14 to 14-5-2, Exterior(2) 14-5-2 to 21-6-14, Interior(1) 21-6-14 to 32-0-6, Exterior(2) 32-0-6 to 35-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 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 317 lb uplift at joint 2 and 275 lb uplift at joint 11. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss A05 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:43 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-ouyHjFrxe9drQooZDVExlupnfrqsqW0X2B4Cdvzjb2g Scale = 1:64.8 T2 T2 B1 B2W1 W2 W3 W4 W5 W6 W7 W8 HW1 T1 T1 B3 1335#/-284#1978#/-377# 1 2 3 4 5 6 7 8 9 1014 13 12 11 15 16 17 18 19 20 3x8 5x8 3x8 8x12 6x10 3x4 6x6 3x6 3x6 3x6 3x4 2x4 4x12 4x8 3x6 5x12 0-0-0 7-7-12 7-7-12 7-4-4 15-0-0 8-9-4 23-9-4 5-9-4 29-6-8 6-5-8 36-0-0 -1-6-01-6-00-0-0 6-2-5 6-2-5 5-10-13 12-1-3 5-10-13 18-0-0 5-9-4 23-9-4 5-9-4 29-6-8 6-5-8 36-0-01-6-037-6-0 1- 0 - 6 8- 6 - 6 0- 4 - 2 3- 6 - 1 4 5.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-3-0,0-2-4], [11:Edge,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.45 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.37 0.23 (loc) 13-14 13-14 11 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* T1: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* B3: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W8: 2x6 DF No.2 SLIDER Left 2x8 DF SS -˜ 7-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1266/0-5-8 (min. 0-2-3), 11=1978/0-5-8 (min. 0-3-4) Max Horz2=-138(LC 17) Max Uplift2=-284(LC 12), 11=-377(LC 9) Max Grav2=1335(LC 19), 11=1978(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-22/0, 2-15=-3690/777, 3-15=-3621/793, 3-4=-3556/756, 4-16=-3422/765, 5-16=-3402/766, 5-17=-2919/555, 6-17=-2793/567, 6-18=-1045/288, 7-18=-1146/276, 7-19=-1036/232, 8-19=-1043/231, 8-9=-1131/215, 9-20=-489/806, 10-20=-498/697 BOT CHORD 2-14=-792/3276, 13-14=-638/3233, 12-13=-200/1533, 11-12=-672/530, 10-11=-643/505 WEBS 3-14=0/166, 5-14=-73/337, 5-13=-671/287, 6-13=-356/2028, 6-12=-754/196, 7-12=-506/216, 9-12=-346/1679, 9-11=-1677/485 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 2-1-3, Interior(1) 2-1-3 to 14-4-13, Exterior(2) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 33-10-13, Exterior(2) 33-10-13 to 37-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 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 284 lb uplift at joint 2 and 377 lb uplift at joint 11. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss A06 Truss Type Roof Special Qty 11 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:44 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-G4WfwbrZPTli2yNmnDlAH6M14FBKZvahHrql9Lzjb2f Scale = 1:62.1 T2 T2 B1 B2 B4 F1 W1 W2 W3 W4 W6 W8 W7 W9 HW1 W11 W10 T1 B3 W5 F2 T3 862#/-191#2080#/-319# 329#/-124# 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 23 24 25 26 27 3x8 5x8 3x8 4x12 5x8 3x6 3x6 2x4 3x4 6x6 3x6 3x6 3x6 3x4 4x8 5x12 3x4 3x6 4x6 2x4 2x4 2x4 2x4 0-0-0 7-7-12 7-7-12 7-4-4 15-0-00-1-8 15-1-84-0-0 19-1-8 2-10-8 22-0-0 6-8-12 28-8-12 7-0-4 35-9-0 -1-6-01-6-00-0-0 6-2-5 6-2-5 5-10-13 12-1-3 5-10-13 18-0-0 4-0-0 22-0-0 6-8-12 28-8-12 7-0-4 35-9-0 1- 0 - 6 8- 6 - 6 1- 1 - 1 0 3- 7 - 1 0 1- 1 0 - 1 0 5.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-2-4,Edge], [3:0-3-0,0-2-4], [20:0-1-15,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.37 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.07 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* T1,T3: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.2 *Except* B1,B3: 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 7-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 4-4-0 oc bracing: 13-15 6-0-0 oc bracing: 15-16 WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=819/0-5-8 (min. 0-1-8), 13=2080/0-5-8 (min. 0-3-7), 11=215/Mechanical Max Horz2=137(LC 12) Max Uplift2=-191(LC 12), 13=-319(LC 12), 11=-124(LC 13) Max Grav2=862(LC 19), 13=2080(LC 1), 11=329(LC 20) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-22/0, 2-23=-1964/438, 3-23=-1898/454, 3-4=-1748/401, 4-5=-1614/411, 5-24=-647/117, 6-24=-522/128, 6-25=-153/1137, 7-25=-165/1095, 7-26=-200/1143, 8-26=-201/1114, 8-9=-214/1077, 9-27=-175/375, 10-27=-263/332, 10-11=-267/152 BOT CHORD 2-17=-489/1726, 16-17=-241/1187, 15-16=-196/183, 13-15=-1993/385, 7-15=-521/200, 13-14=0/0, 12-13=-23/3, 11-12=-65/173 WEBS 3-17=-180/174, 5-17=-152/644, 5-16=-810/319, 6-16=-175/1049, 6-15=-1705/322, 12-15=-295/193, 9-15=-969/249, 9-12=0/322, 10-12=-394/140 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 2-0-14, Interior(1) 2-0-14 to 14-5-2, Exterior(2) 14-5-2 to 21-6-14, Interior(1) 21-6-14 to 32-0-6, Exterior(2) 32-0-6 to 35-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 2, 319 lb uplift at joint 13 and 124 lb uplift at joint 11. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 Job 2640724 Truss A06 Truss Type Roof Special Qty 11 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:44 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-G4WfwbrZPTli2yNmnDlAH6M14FBKZvahHrql9Lzjb2f LOAD CASE(S) Standard Job 2640724 Truss A07 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:46 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-CTeQLGtqx4?QHGX8veneNXRPQ3lN1vu_l9JsEEzjb2d Scale = 1:61.8 T2 T2 B1 B2 B4 F2 W4 W3 W5 W7 W6 T1 B3 W2 F3 T4 W1 ST11ST10ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST12 ST13 ST14 ST15 ST16 ST17 ST18 T3 F1 321#/-48#670#/0# 2150#/-599# 1692#/-477# 0#/-216#104#/-48#142#/-35#112#/-37#112#/-37#111#/-35#119#/-47#78#/0#203#/-137#70#/-39# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 26 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 31 30 32 29 28 27 54 55 56 58 59 60 61 62 63 64 3x8 3x8 3x8 3x6 5x8 3x10 5x12 MT20HS 8x8 8x12 5x8 4x8 4x8 3x6 3x4 3x10 3x10 3x10 3x10 3x10 0-0-0 2-8-0 2-8-0 4-11-12 7-7-12 7-4-4 15-0-00-1-8 15-1-84-0-0 19-1-8 2-10-8 22-0-0 6-8-12 28-8-12 7-0-4 35-9-0 -1-6-01-6-00-0-0 2-8-0 2-8-0 3-6-5 6-2-5 5-10-13 12-1-3 5-10-13 18-0-0 4-0-0 22-0-0 6-8-12 28-8-12 7-0-4 35-9-0 1- 0 - 6 8- 6 - 6 1- 1 - 1 0 3- 7 - 1 0 1- 1 0 - 1 0 5.00 12 3.00 12 Plate Offsets (X,Y)-- [15:0-4-0,Edge], [25:0-5-8,0-0-12], [27:Edge,0-2-0], [28:0-4-0,0-4-8], [30:0-6-0,0-3-12], [37:0-4-0,0-0-0], [51:0-2-0,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.84 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.01 (loc) 27-28 27-28 29 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 258 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.2 *Except* T1,T4: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.2 *Except* B1: 2x4 DF 2400F 2.0E, B3: 2x6 DF No.2 WEBS 2x4 DF No.2 *Except* W7: 2x6 DF No.2 OTHERS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 4-4-0 oc bracing: 29-30 JOINTS 1 Brace at Jt(s): 35, 33, 54, 56 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 48=321/22-5-8 (min. 0-6-0), 37=597/22-5-8 (min. 0-6-0), 29=1991/22-5-8 (min. 0-6-0), 29=1991/22-5-8 (min. 0-6-0), 27=1687/Mechanical, 38=-201/22-5-8 (min. 0-6-0), 39=62/22-5-8 (min. 0-6-0), 40=119/22-5-8 (min. 0-6-0) , 41=112/22-5-8 (min. 0-6-0), 42=112/22-5-8 (min. 0-6-0), 43=111/22-5-8 (min. 0-6-0), 44=119/22-5-8 (min. 0-6-0), 45=78/22-5-8 (min. 0-6-0), 46=202/22-5-8 (min. 0-6-0), 47=10/22-5-8 (min. 0-6-0) Max Horz48=123(LC 10) Max Uplift48=-48(LC 24), 29=-599(LC 11), 27=-477(LC 11), 38=-216(LC 18), 39=-48(LC 28), 40=-35(LC 10), 41=-37(LC 28), 42=-37(LC 28), 43=-35(LC 28), 44=-47(LC 10), 46=-137(LC 10), 47=-39(LC 10) Max Grav48=321(LC 1), 37=670(LC 17), 29=2150(LC 18), 29=1991(LC 1), 27=1692(LC 18), 39=104(LC 17), 40=142(LC 17), 41=112(LC 1), 42=112(LC 17), 43=111(LC 17), 44=119(LC 17), 45=78(LC 1), 46=203(LC 17), 47=70(LC 5) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-267/0, 3-4=-196/28, 4-5=-192/31, 5-6=-179/46, 6-7=-166/59, 7-8=-155/73, 8-9=-155/84, 9-10=-141/86, 10-11=-158/98, 11-12=-137/116, 12-13=-171/125, 13-14=-173/142, 14-15=-144/141, 15-16=-140/148, 16-17=-176/154, 17-18=-249/133, 18-19=-292/120, 19-20=-73/159, 20-21=-98/127, 21-22=-117/125, 22-23=-128/123, 23-24=-149/118, 24-25=-229/102, 25-26=-2141/592, 26-27=-1108/339, 2-48=-304/58 BOT CHORD 47-48=0/216, 46-47=0/222, 45-46=0/219, 44-45=0/220, 43-44=0/219, 42-43=0/219, 41-42=0/219, 40-41=0/219, 39-40=0/220, 38-39=0/217, 37-38=0/282, 36-37=0/242, 35-36=0/222, 34-35=0/219, 33-34=0/215, 31-33=0/214, 30-31=0/210, 29-30=-1648/507, 19-30=-510/34, 29-32=0/0, 29-58=-101/340, 58-59=-101/340, 59-60=-101/340, 28-60=-101/340, 28-61=-230/726, 61-62=-230/726, 62-63=-230/726, 63-64=-230/726, 27-64=-230/726 WEBS 28-30=-418/1645, 30-54=-1855/668, 54-55=-1847/664, 55-56=-1839/660, 25-56=-1898/683, 25-28=-229/842, 26-28=-276/1206, 14-35=-16/48, 13-36=-130/34, 12-38=-247/44, 11-39=-59/65, 10-40=-120/47, 8-41=-84/50, 7-42=-86/49, 6-43=-84/47, 5-44=-91/62, 4-45=-54/0, 3-46=-168/176, 16-34=-29/33, 17-33=-4/42, 18-31=-39/78, 20-30=-212/192, 21-54=-33/16, 23-55=-40/20, 24-56=-90/233 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. Continued on page 2 Job 2640724 Truss A07 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:46 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-CTeQLGtqx4?QHGX8veneNXRPQ3lN1vu_l9JsEEzjb2d NOTES- 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 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 20.0psf 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. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 48, 599 lb uplift at joint 29, 477 lb uplift at joint 27, 216 lb uplift at joint 38, 48 lb uplift at joint 39, 35 lb uplift at joint 40, 37 lb uplift at joint 41, 37 lb uplift at joint 42, 35 lb uplift at joint 43, 47 lb uplift at joint 44, 137 lb uplift at joint 46 and 39 lb uplift at joint 47. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 111 lb up at 23-0-12, 316 lb down and 111 lb up at 25-0-12, 316 lb down and 111 lb up at 27-0-12, 316 lb down and 111 lb up at 29-0-12, 316 lb down and 111 lb up at 31-0-12, and 316 lb down and 111 lb up at 33-0-12, and 316 lb down and 111 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-15=-64, 15-26=-64, 37-48=-20, 30-37=-20, 29-32=-20, 27-29=-20 Concentrated Loads (lb) Vert: 58=-316(B) 59=-316(B) 60=-316(B) 61=-316(B) 62=-316(B) 63=-316(B) 64=-316(B) Job 2640724 Truss B01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:47 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-gfCoYcuSiO7HvQ6LSLJtvk_eOSIamQg7zp2Pmgzjb2c Scale = 1:30.2 W1 T1 T1 W1 B1 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 3x4 3x4 3x6 3x4 3x4 0-0-0 16-0-0 16-0-0 -1-6-0 1-6-0 0-0-0 8-0-0 8-0-0 8-0-0 16-0-0 1-6-0 17-6-0 1- 0 - 6 4- 4 - 6 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 27=201/16-0-0 (min. 0-2-8), 16=201/16-0-0 (min. 0-2-8), 22=127/16-0-0 (min. 0-2-8), 23=109/16-0-0 (min. 0-2-8) , 24=112/16-0-0 (min. 0-2-8), 25=116/16-0-0 (min. 0-2-8), 26=101/16-0-0 (min. 0-2-8), 21=127/16-0-0 (min. 0-2-8), 20=109/16-0-0 (min. 0-2-8), 19=112/16-0-0 (min. 0-2-8), 18=116/16-0-0 (min. 0-2-8), 17=101/16-0-0 (min. 0-2-8) Max Horz27=-41(LC 17) Max Uplift27=-79(LC 8), 16=-78(LC 9), 23=-45(LC 12), 24=-37(LC 12), 25=-31(LC 12), 26=-53(LC 12), 20=-45(LC 13), 19=-37(LC 13), 18=-32(LC 13), 17=-50(LC 13) Max Grav27=247(LC 18), 16=247(LC 18), 22=141(LC 19), 23=142(LC 19), 24=125(LC 19), 25=117(LC 19), 26=101(LC 1), 21=141(LC 20), 20=142(LC 20), 19=125(LC 20), 18=117(LC 20), 17=101(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-27=-229/213, 1-2=0/72, 2-28=-33/55, 3-28=-26/64, 3-4=-30/93, 4-5=-38/84, 5-29=-47/110, 6-29=-41/114, 6-7=-58/161, 7-8=-57/166, 8-9=-57/166, 9-10=-58/161, 10-30=-41/114, 11-30=-47/110, 11-12=-38/84, 12-13=-30/93, 13-31=-20/64, 14-31=-28/55, 14-15=0/72, 14-16=-229/213 BOT CHORD 26-27=-76/94, 25-26=-76/94, 24-25=-76/94, 23-24=-76/94, 22-23=-76/94, 21-22=-76/94, 20-21=-76/94, 19-20=-76/94, 18-19=-76/94, 17-18=-76/94, 16-17=-76/94 WEBS 7-22=-114/8, 6-23=-115/111, 5-24=-98/67, 4-25=-92/61, 3-26=-66/59, 9-21=-114/8, 10-20=-115/111, 11-19=-98/67, 12-18=-92/61, 13-17=-66/58 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-0 to 1-6-0, Exterior(2) 1-6-0 to 5-0-0, Corner(3) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-6-0, Corner(3) 14-6-0 to 17-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job 2640724 Truss B01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:47 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-gfCoYcuSiO7HvQ6LSLJtvk_eOSIamQg7zp2Pmgzjb2c NOTES- 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 27, 78 lb uplift at joint 16, 45 lb uplift at joint 23, 37 lb uplift at joint 24, 31 lb uplift at joint 25, 53 lb uplift at joint 26, 45 lb uplift at joint 20, 37 lb uplift at joint 19, 32 lb uplift at joint 18 and 50 lb uplift at joint 17. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss B02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:48 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-8smAmyu4TiF7WahX03q6SyXmhsbcVtTHCTozI7zjb2b Scale = 1:30.2 T1 T1 B1 W1 HW1 HW1 768#/-161#768#/-161#768#/-161#768#/-161# 1 2 3 4 5 6 7 8 17 18 19 20 21 22 4x12 5x8 4x12 5x8 2x4 4x6 0-0-0 8-0-0 8-0-0 8-0-0 16-0-0 -1-6-0 1-6-0 0-0-0 8-0-0 8-0-0 8-0-0 16-0-0 1-6-0 17-6-0 1- 0 - 6 4- 4 - 6 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-8-9,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.38 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 0.04 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 2-6-0, Right 2x8 DF SS -˜ 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=768/0-5-8 (min. 0-1-8), 6=768/0-5-8 (min. 0-1-8) Max Horz2=66(LC 12) Max Uplift2=-161(LC 12), 6=-161(LC 13) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-17=-266/176, 3-17=-258/187, 3-18=-788/210, 18-19=-777/212, 4-19=-773/222, 4-20=-773/222, 20-21=-777/212, 5-21=-788/210, 5-22=-258/187, 6-22=-266/176, 6-7=0/66 BOT CHORD 2-8=-88/717, 6-8=-88/717 WEBS 4-8=0/311 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 5-0-0, Exterior(2) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 14-6-0, Exterior(2) 14-6-0 to 17-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 2 and 161 lb uplift at joint 6. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss BP1 Truss Type FLAT SUPPORTED GABLE Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:48 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-8smAmyu4TiF7WahX03q6SyXqxsenVtvHCTozI7zjb2b Scale = 1:20.5 T1 W1 B1 W1 W2 28#/-34# 101#/-84#0#/-28#107#/-48# 2 3 5 4 1 6 2x4 3x4 2x4 3x4 0-0-00-1-80-1-8 1-8-15 1-10-7 0-0-00-1-80-1-8 1-8-15 1-10-7 3- 6 - 6 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=-4/1-10-8 (min. 0-1-8), 4=56/1-10-8 (min. 0-1-8), 6=-14/1-10-8 (min. 0-1-8), 5=107/1-10-8 (min. 0-1-8) Max Horz1=87(LC 9) Max Uplift1=-34(LC 9), 4=-84(LC 6), 6=-28(LC 3), 5=-48(LC 7) Max Grav1=28(LC 6), 4=101(LC 18), 5=107(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-118/158, 2-3=-59/79, 3-4=-44/46 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 2-5=-70/70, 2-4=-144/193 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 84 lb uplift at joint 4, 28 lb uplift at joint 6 and 48 lb uplift at joint 5. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 2640724 Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:49 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-d2KYzIviE?N_8jFjamLL_93vlGvdEJVQR7XWrZzjb2a Scale = 1:49.2 T2 T2 B1 HW1 B2 T1 T1T3 W1 W2 ST4ST3 ST2ST1 ST5 ST5 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 SB1 940#/-227#505#/-70#653#/-183#49#/-141#169#/-47#102#/-33#102#/-39#177#/-29#41#/-233#337#/0#940#/-227# 1 2 3 4 5 6 8 10 12 14 16 17 19 20 21 22 23 24 25 26 27 28 29 7 9 11 13 15 18 38 41 40 37 36 35 34 33 32 31 30 46 47 48 49 50 39 5x12 WB 3x6 3x6 4x12 5x8 3x6 3x4 3x4 5x12 0-0-0 8-1-0 8-1-01-4-39-5-3 9-1-11 18-6-13 9-5-3 28-0-0 -1-6-01-6-00-0-0 7-1-12 7-1-12 6-10-4 14-0-0 6-10-4 20-10-4 7-1-12 28-0-01-6-029-6-0 1- 0 - 6 6- 1 0 - 6 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-8-9,Edge], [4:0-4-4,0-3-0], [14:0-3-0,Edge], [38:0-0-5,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.42 0.30 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 39-41 39-41 30 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* T3: 2x6 DF No.2 BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 13, 9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=885/0-5-8 (min. 0-1-9), 30=505/12-5-8 (min. 0-2-4), 37=653/12-5-8 (min. 0-2-4), 36=-117/12-5-8 (min. 0-2-4), 35=169/12-5-8 (min. 0-2-4), 34=101/12-5-8 (min. 0-2-4), 33=101/12-5-8 (min. 0-2-4), 32=177/12-5-8 (min. 0-2-4) , 31=-206/12-5-8 (min. 0-2-4), 39=273/0-5-8 (min. 0-1-8) Max Horz2=101(LC 16) Max Uplift2=-227(LC 12), 30=-70(LC 9), 37=-183(LC 12), 36=-141(LC 19), 35=-47(LC 13), 34=-33(LC 13), 33=-39(LC 13), 32=-29(LC 13), 31=-233(LC 19) Max Grav2=940(LC 19), 30=505(LC 1), 37=653(LC 1), 36=49(LC 12), 35=169(LC 1), 34=102(LC 20), 33=102(LC 20), 32=177(LC 1), 31=41(LC 16), 39=337(LC 5) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-46=-278/82, 3-46=-270/93, 3-4=-1205/286, 4-5=-1052/287, 5-47=-334/165, 6-47=-322/168, 6-8=-317/177, 8-48=-309/192, 10-48=-288/194, 10-12=-306/222, 12-14=-256/207, 14-16=-266/209, 16-17=-296/222, 17-49=-307/197, 19-49=-311/194, 19-20=-281/174, 20-50=-263/148, 21-50=-277/146, 21-22=-278/135, 22-23=-288/133, 23-24=-286/116, 24-25=-286/98, 25-26=-288/80, 26-27=-276/61, 27-28=-339/65, 28-29=0/72, 5-7=-770/239, 7-9=-795/245, 9-11=-835/261, 11-13=-882/281, 13-15=-876/269, 15-18=-860/253, 18-38=-862/264, 28-30=-392/196 BOT CHORD 2-41=-255/1046, 40-41=-257/1043, 39-40=-257/1043, 38-39=-257/1043, 37-38=-12/258, 36-37=-12/258, 35-36=-12/258, 34-35=-12/258, 33-34=-12/258, 32-33=-12/258, 31-32=-12/258, 30-31=-12/258 WEBS 5-41=0/309, 12-13=-48/45, 10-11=-122/62, 8-9=-106/42, 6-7=-63/13, 15-16=-42/42, 17-18=-72/54, 19-38=-199/42, 20-37=-148/74, 21-36=-61/39, 23-35=-91/51, 24-34=-86/49, 25-33=-79/49, 26-32=-121/49, 27-31=-31/140 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 11-0-0, Exterior(2) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-6-0, Exterior(2) 26-6-0 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job 2640724 Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:50 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-5EtwBewK?JVrmtqv8TsbXNc4VgFszmlZfnH3N?zjb2Z NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 2, 70 lb uplift at joint 30, 183 lb uplift at joint 37, 141 lb uplift at joint 36, 47 lb uplift at joint 35, 33 lb uplift at joint 34, 39 lb uplift at joint 33, 29 lb uplift at joint 32 and 233 lb uplift at joint 31. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 2640724 Truss C02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:50 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-5EtwBewK?JVrmtqv8TsbXNc1zgCHzloZfnH3N?zjb2Z Scale = 1:49.2 T2 T2 B1 W2 W1 W2 W1 HW1 HW1 B2 T1 T1 1272#/-255#1272#/-255#1272#/-255#1272#/-255# 1 2 3 4 5 6 7 8 9 10 11 14 13 12 23 24 25 26 27 28 29 3x6 4x6 3x6 4x12 5x8 3x6 3x4 2x4 3x4 2x4 4x12 5x8 0-0-0 9-5-3 9-5-3 9-1-11 18-6-13 9-5-3 28-0-0 -1-6-01-6-00-0-0 7-1-12 7-1-12 6-10-4 14-0-0 6-10-4 20-10-4 7-1-12 28-0-01-6-029-6-0 1- 0 - 6 6- 1 0 - 6 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-8-9,Edge], [10:0-8-9,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.59 0.46 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.50 0.08 (loc) 12-14 12-14 10 l/defl >999 >677 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 2-6-0, Right 2x8 DF SS -˜ 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1272/0-5-8 (min. 0-2-2), 10=1272/0-5-8 (min. 0-2-2) Max Horz2=-108(LC 13) Max Uplift2=-255(LC 12), 10=-255(LC 13) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-23=-299/175, 3-23=-292/185, 3-4=-1920/398, 4-5=-1743/370, 5-24=-1726/375, 24-25=-1663/382, 6-25=-1646/392, 6-26=-1646/392, 26-27=-1663/382, 7-27=-1726/375, 7-8=-1743/370, 8-9=-1920/398, 9-28=-292/183, 10-28=-299/174, 10-11=0/66 BOT CHORD 2-14=-357/1695, 13-14=-156/1254, 13-29=-156/1254, 12-29=-156/1254, 10-12=-252/1695 WEBS 6-12=-130/575, 8-12=-384/233, 6-14=-130/575, 4-14=-384/233 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 11-0-0, Exterior(2) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-6-0, Exterior(2) 26-6-0 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 2 and 255 lb uplift at joint 10. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss C03 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:52 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-1d?hcKyaWwlZ?B_IFuu3cohKBTpYRSzs74mASuzjb2X Scale = 1:45.8 T1 T1 B1 W5 W4 W3 W2 W1 W4W3 W2W1 HW1 HW1 B1 10815#/-2087#10723#/-2069# 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 2612x20 7x10 MT18HS 12x20 10x16 MT20HS 4x8 8x8 5x8 3x4 3x4 3x10 4x8 8x8 5x8 3x4 3x4 3x10 0-0-0 4-10-5 4-10-5 4-6-13 9-5-3 4-6-13 14-0-0 4-6-13 18-6-13 4-6-13 23-1-11 4-10-5 28-0-0 0-0-0 4-10-5 4-10-5 4-6-13 9-5-3 4-6-13 14-0-0 4-6-13 18-6-13 4-6-13 23-1-11 4-10-5 28-0-0 1- 0 - 6 6- 1 0 - 6 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-5-4], [2:0-0-12,0-2-4], [6:0-0-12,0-2-4], [7:Edge,0-5-4], [9:0-3-8,0-4-12], [10:0-8-0,0-4-8], [11:0-3-8,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.79 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.46 0.17 (loc) 9-10 9-10 7 l/defl >999 >735 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 388 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF No.2 SLIDER Left 2x10 DF SS -˜ 5-2-8, Right 2x10 DF SS -˜ 5-2-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=10815/0-5-8 (min. 0-5-6), 7=10723/0-5-8 (min. 0-5-5) Max Horz1=108(LC 10) Max Uplift1=-2087(LC 10), 7=-2069(LC 11) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-20038/3842, 2-13=-17306/3347, 3-13=-17205/3348, 3-4=-13762/2681, 4-5=-13762/2681, 5-14=-17183/3344, 6-14=-17284/3342, 6-7=-19922/3821 BOT CHORD 1-15=-3440/17611, 15-16=-3440/17611, 12-16=-3440/17611, 12-17=-3440/17611, 17-18=-3440/17611, 11-18=-3440/17611, 11-19=-3055/15946, 19-20=-3055/15946, 10-20=-3055/15946, 10-21=-2945/15926, 21-22=-2945/15926, 9-22=-2945/15926, 9-23=-3312/17505, 23-24=-3312/17505, 8-24=-3312/17505, 8-25=-3312/17505, 25-26=-3312/17505, 7-26=-3312/17505 WEBS 4-10=-1952/10226, 5-10=-4721/994, 5-9=-813/4320, 6-9=-1828/428, 6-8=-595/3380, 3-10=-4750/1000, 3-11=-818/4348, 2-11=-1928/446, 2-12=-613/3470 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2087 lb uplift at joint 1 and 2069 lb uplift at joint 7. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 Job 2640724 Truss C03 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:52 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-1d?hcKyaWwlZ?B_IFuu3cohKBTpYRSzs74mASuzjb2X NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1479 lb down and 297 lb up at 2-0-12, 1479 lb down and 297 lb up at 3-11-4, 1479 lb down and 297 lb up at 5-11-4, 1479 lb down and 297 lb up at 7-11-4, 1479 lb down and 297 lb up at 9-11-4, 1479 lb down and 297 lb up at 11-11-4, 1479 lb down and 297 lb up at 13-11-4, 1479 lb down and 297 lb up at 15-11-4, 1470 lb down and 295 lb up at 17-11-4, 1470 lb down and 295 lb up at 19-11-4, 1470 lb down and 295 lb up at 21-11-4, and 1470 lb down and 295 lb up at 23-11-4, and 1470 lb down and 295 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-7=-64, 1-7=-20 Concentrated Loads (lb) Vert: 10=-1479(B) 15=-1479(B) 16=-1479(B) 17=-1479(B) 18=-1479(B) 19=-1479(B) 20=-1479(B) 21=-1479(B) 22=-1470(B) 23=-1470(B) 24=-1470(B) 25=-1470(B) 26=-1470(B) Job 2640724 Truss D01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:53 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-VpZ3pgyDHEtQdLZUpcPI9?EfttLkA8n0MkWk_Kzjb2W Scale = 1:41.3 T1 T1 B1 B2 ST8 ST7ST6 ST5ST4 ST3ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1W1 W11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 42 3x6 3x4 3x6 3x4 3x4 3x4 0-0-0 23-0-0 23-0-0 -1-6-0 1-6-0 0-0-0 11-6-0 11-6-0 11-6-0 23-0-01-6-024-6-0 1- 0 - 6 5- 9 - 1 4 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [11:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 21 21 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* B1: 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 40=201/23-0-0 (min. 0-3-8), 22=201/23-0-0 (min. 0-3-8), 31=125/23-0-0 (min. 0-3-8), 33=110/23-0-0 (min. 0-3-8) , 34=112/23-0-0 (min. 0-3-8), 35=112/23-0-0 (min. 0-3-8), 36=112/23-0-0 (min. 0-3-8), 37=110/23-0-0 (min. 0-3-8), 38=125/23-0-0 (min. 0-3-8), 39=53/23-0-0 (min. 0-3-8), 30=125/23-0-0 (min. 0-3-8), 29=110/23-0-0 (min. 0-3-8), 28=112/23-0-0 (min. 0-3-8), 27=112/23-0-0 (min. 0-3-8), 26=112/23-0-0 (min. 0-3-8), 25=110/23-0-0 (min. 0-3-8), 24=125/23-0-0 (min. 0-3-8), 23=53/23-0-0 (min. 0-3-8) Max Horz40=-65(LC 17) Max Uplift40=-73(LC 8), 22=-72(LC 9), 33=-46(LC 12), 34=-37(LC 12), 35=-36(LC 12), 36=-36(LC 12), 37=-38(LC 12), 38=-29(LC 12), 39=-69(LC 18), 29=-46(LC 13), 28=-37(LC 13), 27=-36(LC 13), 26=-36(LC 13), 25=-38(LC 13), 24=-31(LC 13), 23=-69(LC 18) Max Grav40=280(LC 18), 22=280(LC 18), 31=146(LC 19), 33=150(LC 19), 34=150(LC 19), 35=130(LC 19), 36=112(LC 1), 37=110(LC 1), 38=126(LC 19), 39=66(LC 25), 30=146(LC 20), 29=150(LC 20), 28=150(LC 20), 27=130(LC 20), 26=112(LC 1), 25=110(LC 1), 24=126(LC 20), 23=65(LC 5) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-56/53, 3-4=-38/74, 4-5=-25/70, 5-6=-34/89, 6-7=-43/115, 7-8=-52/140, 8-41=-61/167, 9-41=-57/170, 9-10=-71/216, 10-11=-67/212, 11-12=-67/212, 12-13=-71/216, 13-42=-57/170, 14-42=-61/167, 14-15=-52/140, 15-16=-43/115, 16-17=-34/89, 17-18=-25/65, 18-19=-28/74, 19-20=-45/44, 20-21=0/72, 2-40=-264/199, 20-22=-264/200 BOT CHORD 39-40=-58/97, 38-39=-58/97, 37-38=-58/97, 36-37=-58/97, 35-36=-58/97, 34-35=-58/97, 33-34=-58/97, 32-33=-58/97, 31-32=-58/97, 30-31=-58/97, 29-30=-58/97, 28-29=-58/97, 27-28=-58/97, 26-27=-58/97, 25-26=-58/97, 24-25=-58/97, 23-24=-58/97, 22-23=-58/97 WEBS 10-31=-119/0, 9-33=-123/109, 8-34=-123/68, 7-35=-104/53, 6-36=-86/56, 5-37=-83/54, 4-38=-98/65, 3-39=-46/92, 12-30=-119/0, 13-29=-123/109, 14-28=-123/68, 15-27=-104/53, 16-26=-86/56, 17-25=-83/54, 18-24=-98/65, 19-23=-45/92 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-0 to 1-6-0, Exterior(2) 1-6-0 to 8-6-0, Corner(3) 8-6-0 to 14-6-0, Exterior(2) 14-6-0 to 21-6-0, Corner(3) 21-6-0 to 24-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. Continued on page 2 Job 2640724 Truss D01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:53 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-VpZ3pgyDHEtQdLZUpcPI9?EfttLkA8n0MkWk_Kzjb2W NOTES- 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 40, 72 lb uplift at joint 22, 46 lb uplift at joint 33, 37 lb uplift at joint 34, 36 lb uplift at joint 35, 36 lb uplift at joint 36, 38 lb uplift at joint 37, 29 lb uplift at joint 38, 69 lb uplift at joint 39, 46 lb uplift at joint 29, 37 lb uplift at joint 28, 36 lb uplift at joint 27, 36 lb uplift at joint 26, 38 lb uplift at joint 25, 31 lb uplift at joint 24 and 69 lb uplift at joint 23. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss D02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:53 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-VpZ3pgyDHEtQdLZUpcPI9?Ec0tEOA7D0MkWk_Kzjb2W Scale = 1:41.3 T1 T1 B1 W2 W1 W2 W1HW1 HW1 B2 1062#/-216#1062#/-216# 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 4x6 4x12 5x8 5x8 3x6 3x4 2x4 3x4 2x4 4x12 5x8 5x8 0-0-0 7-9-3 7-9-3 7-5-11 15-2-13 7-9-3 23-0-0 -1-6-0 1-6-0 0-0-0 5-10-12 5-10-12 5-7-4 11-6-0 5-7-4 17-1-4 5-10-12 23-0-01-6-024-6-0 1- 0 - 6 5- 9 - 1 4 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [2:0-8-9,Edge], [8:0-8-9,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.50 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.17 0.04 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* B1: 2x4 DF No.2 WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -˜ 3-3-6, Right 2x8 DF SS -˜ 3-3-6 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1062/0-5-8 (min. 0-1-12), 8=1062/0-5-8 (min. 0-1-12) Max Horz2=-90(LC 17) Max Uplift2=-216(LC 12), 8=-216(LC 13) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12/0, 2-13=-1587/306, 3-13=-1486/317, 3-4=-1488/326, 4-14=-1383/310, 14-15=-1318/315, 5-15=-1317/325, 5-16=-1317/325, 16-17=-1318/315, 6-17=-1383/309, 6-7=-1489/326, 7-18=-1486/317, 8-18=-1587/306, 8-9=-12/0 BOT CHORD 2-12=-275/1320, 11-12=-130/1006, 11-19=-130/1006, 19-20=-130/1006, 10-20=-130/1006, 8-10=-216/1321 WEBS 5-10=-102/448, 6-10=-272/186, 5-12=-103/447, 4-12=-269/186 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 8-6-0, Exterior(2) 8-6-0 to 14-6-0, Interior(1) 14-6-0 to 21-6-0, Exterior(2) 21-6-0 to 24-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 2 and 216 lb uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss E01 Truss Type GABLE Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:56 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-vOFCRh?5a9G?UoI3Ukz?nes275CENQkS2ikObfzjb2T Scale = 1:52.1 T2 T2 B1 W5 W4 W6 W7 W1 W4W3 W2W1HW1 HW2 B1 T5T1 T3 T4 ST3ST2 ST1 ST3 ST2 ST1 ST4 ST5 ST6 ST7 ST8 ST9 2796#/-972#2852#/-901# 260#/-377#610#/-191# 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 12 40 41 42 43 44 45 46 47 48 49 50 13 3x6 8x8 3x4 3x4 3x4 3x4 3x6 3x4 4x12 4x4 8x8 3x8 3x4 3x8 4x12 3x4 3x4 3x8 3x4 3x4 4x8 0-0-0 5-2-5 5-2-5 4-10-13 10-1-3 4-10-13 15-0-0 4-10-13 19-10-13 4-10-13 24-9-11 5-2-5 30-0-0 0-0-0 5-2-5 5-2-5 4-10-13 10-1-3 4-10-13 15-0-0 4-10-13 19-10-13 4-10-13 24-9-11 5-2-5 30-0-01-6-031-6-0 1- 0 - 6 6- 1 1 - 9 7- 3 - 6 1- 0 - 6 5.00 12 Plate Offsets (X,Y)-- [1:0-8-9,Edge], [5:0-6-0,0-0-8], [6:0-6-0,0-2-12], [7:0-5-0,0-1-0], [9:0-5-0,0-2-12], [10:Edge,0-6-14], [14:0-3-8,0-1-8], [15:0-4-0,0-4-8], [37:0-1-14,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.68 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.03 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 508 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* T5,T4: 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 SLIDER Left 2x6 DF No.2 -˜ 2-10-0, Right 2x6 DF No.2 -˜ 5-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=2772/0-5-8 (min. 0-2-5), 12=2852/7-5-8 (min. 0-2-3), 10=-219/7-5-8 (min. 0-2-3), 13=610/0-3-8 (min. 0-1-8) Max Horz1=113(LC 14) Max Uplift1=-972(LC 10), 12=-901(LC 11), 10=-377(LC 17), 13=-191(LC 10) Max Grav1=2796(LC 17), 12=2852(LC 1), 10=260(LC 29), 13=610(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4510/1530, 2-3=-4441/1556, 3-4=-3793/1307, 4-40=-3698/1315, 5-40=-3689/1320, 5-6=-2518/901, 6-7=-2490/913, 7-41=-1793/679, 8-41=-1851/678, 8-9=-1922/665, 9-10=-401/1210, 10-11=-2/0 BOT CHORD 1-42=-1431/3966, 42-43=-1431/3966, 17-43=-1431/3966, 17-44=-1431/3966, 44-45=-1431/3966, 16-45=-1431/3966, 16-46=-1189/3485, 46-47=-1189/3485, 15-47=-1189/3485, 15-48=-499/1681, 48-49=-499/1681, 14-49=-499/1681, 14-50=-1094/394, 13-50=-1094/394, 12-13=-1094/394, 10-12=-1032/372 WEBS 6-15=-575/1539, 7-15=-300/966, 7-14=-1002/333, 9-14=-1003/3054, 9-12=-3066/1039, 5-15=-1741/663, 5-16=-425/1165, 3-16=-544/270, 3-17=-231/685 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. Continued on page 2 Job 2640724 Truss E01 Truss Type GABLE Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:56 2021 Page 2 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-vOFCRh?5a9G?UoI3Ukz?nes275CENQkS2ikObfzjb2T NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 972 lb uplift at joint 1, 901 lb uplift at joint 12, 377 lb uplift at joint 10 and 191 lb uplift at joint 13. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 310 lb down and 143 lb up at 0-11-4, 309 lb down and 144 lb up at 2-11-4 , 309 lb down and 144 lb up at 4-11-4, 309 lb down and 144 lb up at 6-11-4, 309 lb down and 144 lb up at 8-11-4, 309 lb down and 144 lb up at 10-11-4, 309 lb down and 144 lb up at 12-11-4, 309 lb down and 144 lb up at 14-11-4, 309 lb down and 144 lb up at 16-11-4, and 309 lb down and 144 lb up at 18-11-4, and 309 lb down and 144 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-64, 6-11=-64, 1-10=-20 Concentrated Loads (lb) Vert: 15=-309(B) 17=-309(B) 42=-310(B) 43=-309(B) 44=-309(B) 45=-309(B) 46=-309(B) 47=-309(B) 48=-309(B) 49=-309(B) 50=-309(B) Job 2640724 Truss J01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:57 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-Oaoaf1?jLTOs6ytG2SUEJrOJuUhS6xDbGMUx75zjb2S Scale = 1:21.9 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 1 2 3 4 5 6 7 15 14 13 12 11 10 8 9 3x4 0-0-0 7-0-0 7-0-0 -1-6-0 1-6-0 0-0-0 7-0-0 7-0-0 1- 0 - 6 3- 1 1 - 6 5.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.11 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=233/7-0-0 (min. 0-1-8), 8=5/7-0-0 (min. 0-1-8), 9=-4/7-0-0 (min. 0-1-8), 14=11/7-0-0 (min. 0-1-8), 13=132/7-0-0 (min. 0-1-8), 12=107/7-0-0 (min. 0-1-8), 11=121/7-0-0 (min. 0-1-8), 10=75/7-0-0 (min. 0-1-8) Max Horz15=123(LC 12) Max Uplift8=-3(LC 12), 9=-7(LC 5), 14=-142(LC 18), 13=-19(LC 12), 12=-40(LC 12), 11=-39(LC 12), 10=-19(LC 12) Max Grav15=362(LC 18), 8=7(LC 19), 14=53(LC 5), 13=132(LC 1), 12=119(LC 19), 11=150(LC 19), 10=90(LC 19) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-15=-310/128, 1-2=0/72, 2-3=-201/70, 3-4=-162/46, 4-5=-131/37, 5-6=-90/24, 6-7=-36/14, 7-8=-8/2 BOT CHORD 14-15=0/0, 13-14=0/0, 12-13=0/0, 11-12=0/0, 10-11=0/0, 9-10=0/0 WEBS 3-14=-81/117, 4-13=-99/71, 5-12=-94/95, 6-11=-122/129, 7-10=-67/71 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-0 to 1-4-0, Exterior(2) 1-4-0 to 4-0-0, Corner(3) 4-0-0 to 7-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 8, 7 lb uplift at joint 9, 142 lb uplift at joint 14, 19 lb uplift at joint 13, 40 lb uplift at joint 12, 39 lb uplift at joint 11 and 19 lb uplift at joint 10. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2640724 Truss J02 Truss Type Jack-Partial Qty 10 Ply 1 Job Reference (optional) Run: 8.420 s Dec 30 2020 Print: 8.420 s Dec 30 2020 MiTek Industries, Inc. Fri Feb 19 09:26:57 2021 Page 1 Builders First Source, Arlington,WA 98223 ID:w64hW4Cc8E3tUD_k?L8xewzjrZd-Oaoaf1?jLTOs6ytG2SUEJrOC7Uch6xlbGMUx75zjb2S Scale: 1/2"=1' W1 T1 B1 W2 407#/-78# 336#/-91# 1 2 3 4 7 6 5 8 9 10 11 3x4 3x4 2x4 2x4 0-0-0 7-0-0 7-0-0 -1-6-0 1-6-0 0-0-0 3-6-0 3-6-0 3-6-0 7-0-0 1- 0 - 6 3- 1 1 - 6 5.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.41 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.00 (loc) 6-7 6-7 l/defl >978 >461 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=395/0-5-8 (min. 0-1-8), 6=287/Mechanical Max Horz7=117(LC 12) Max Uplift7=-78(LC 12), 6=-91(LC 12) Max Grav7=407(LC 19), 6=336(LC 19) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-351/213, 1-2=0/72, 2-8=-99/19, 8-9=-76/25, 9-10=-72/29, 10-11=-72/31, 3-11=-65/68, 3-4=-9/0 BOT CHORD 6-7=0/0, 5-6=0/0 WEBS 3-6=-255/161 NOTES- 1) Wind: ASCE 7-10; Vult=130mph Vasd=103mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-9-1, Exterior(2) 2-9-1 to 7-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 7 and 91 lb uplift at joint 6. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ST A R T L A Y O U T 24 " O . C . GA R A G E VK 0 1 VK 0 2 L U S 2 4 ( 1 0 ) HU S 2 6 ( 1 3 ) B0 1 B0 2 C0 1 C0 3 D0 1 E0 1 A 0 1 A 0 4 A 0 7 J01 BP 1 BP 1 BP 1 B P 1 J02(10) C 0 2 ( 3 ) D 0 2 ( 3 ) A0 2 ( 8 ) A0 3 ( 5 ) A0 5 ( 3 ) A0 6 ( 1 1 ) 4 6 - 0 0 - 0 0 2-00-008-00-00 21-00-0015-00-00 46-00-00 16 - 0 0 - 0 0 1 2 - 0 0 - 0 0 7 - 0 0 - 0 0 23 - 0 0 - 0 0 7-00-00 65 - 0 0 - 0 0 58 - 0 0 - 0 0 7-00-00 65 - 0 0 - 0 0 6 - 0 0 - 0 0 7 - 0 0 - 0 0 1 4 - 0 0 - 0 0 28 - 0 0 - 0 0 30 - 0 0 - 0 0 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See the individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers,beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive;Madison, WI 53179 BUILDER :PROJECT :DATE :DRAWN BY :SCALE:20815 67th Ave NE Arlington, WA 98223 Phone: 1-360-925-4155JOB #:RT - 1 ADDRESS :Lexar Homes of Jefferson Winter Coastal 1616 Clearbrook Port Townsend2640724RM2021