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HomeMy WebLinkAboutBLD2020-00646-07D- DETAILSCORPORATE OFFICE:2002 CATON WAY SW OLYMPIA, WA 98502 P: (360) 915-9142 D E TA I L PA C K E TDETAIL PA C K E T CONSTRUCTION OFFICE: Copyright © 2019, LEXAR Homes LLC. All Rights Reserved. All details, tables, general notes & figures are in accordance with the following codes & amendments per their adopting ordinances: 2015 International Residential Code (IRC) 2015 International Building Code (IBC) 2015 Uniform Plumbing Code (UPC) 2015 Washington State Energy Code (WSEC) 2017 Oregon Residential Specialty Code (ORSC) LEXAR HOMES -PENINSULA OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.379.8600 CUSTOMER:NATHAN WHITMIRE & SUSAN WHITMIRE TBD PORT HADLOCK,WA 98339 PROJECT NUMBER: 37900156 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 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 7 " 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 (See detail S-1) 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 - A9" 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 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 9 " 9 " 44 11 22 SLOPE: 2" BACK TO FRONT 11 44 GARAGE DOOR BUCKOUT & TRIM 55 66 22 7 " 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 2x6 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. NOTE: The dimensions shown in the detail change to 21" in front and 19" at the rear of the garage when an 8' tall garage door is used & a taller foundation is provided. 1.Backfill grade 2.Backfill/Grade line 3.Pour slab to the outside of foundation wall 4.Top of 3" concrete slab 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. **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 NOT TO SCALE 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 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 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: 4'-5 49/64" (L ) M S T (L ) C S 11 22 33 33 44 44 44 44 55 1'-10 33/64" Copyright © 2020, LEXAR Homes LLC. 1.CS Strap per plan 2.MST Strap per plan 3.Nailing not required in rim joist - Add height of rim joist to overall length of strap 4.Studs as required - See table above 5.7/16" OSB sheathing NOT TO SCALE A.For CS straps, the overall cut legnth of the strap shall be twice the end length - see table below for requirements B.When installing over wood structural panel sheathing, use 2-1/2" long nails min. C.When installing MST straps, splitting may occur in framing members less than 3-1/2" in width - If splitting occurs, use every nail hole on both sides of strap D.Use half of the required nails in each member being connected to achieve the required nailing & loads - Refer top tables below for nailing General Notes: MST REQUIREMENTS HOLDOWN LENGTH (L) MIN. STUDS NAILING MST27 27"2 (30) 16d MST37 37-1/2"2 (42) 16d MST48 48"2 (50) 16d CS REQUIREMENTS HOLDOWN END LENGTH (L) MIN. STUDS NAILING CS14 15"1 (26) 10d 16" (30) 8d CS16 11"1 (20) 10d 13" (22) 8d CS18 9"1 (16) 10d 11" (18) 8d H O L D O W NHOLDOWN CS/MS T INSTAL LATIONCS/MST INSTAL LATIO N D E TA I LDETAIL S -1 2S-1 2 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 6 '-1 0 1 /8 " 1 '-3 " 8 '-1 1 /8 " 1"1"1"1" 11 TYP. 3-1/2" x 7-1/2" Header Upsized 3-1/2" x 9" Header 66 1010 99 88 77 22 44 1111 55 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 Upsized 3-1/2" x 12" Header 5 /8 " 5 /8 " 5 /8 " 5 /8 " DO NOT SCALE 1212 33 11 66 1010 99 88 77 44 1111 55 33 11 66 1010 99 88 77 1111 55 33 11 66 1010 99 88 77 1111 33 22 1212 22 1212 22 1212 1. 2x6 Wall studs per plan 2. Approx.1/2" - 5/8" gap. 3. 2x6 Nailer. 4. 2x4 Spacer(s) 5. Top plate (when upsizing beam, it may be necessary to remove top plate) 6. Tie plate 7. Header per plan (see label below for specific condition) 8. 7/16" OSB sheathing 9. TYVEK building wrap 10. Sliding glass door. 11. R-10 Rigid foam insulation. 12. Foam seal top and sides of door. Copyright © 2020, LEXAR Homes LLC. T Y P I CA L SLIDING G LASS DO OR HEAD E R TYPICAL SL I DING GLA S S DOOR H E ADER D E TA I LDETAIL A -0 2 .3A-0 2 .3 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 - See A-6 for typ. exterior header framing 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. 9' DISTANCE (D)SHEATHING NAILING POST SIZE EMBEDMENT (E) <10'-0"PER PLAN EDGE 8d@ 4" O.C.6X6 NOT REQ FIELD 8d @ 8" O.C. RIDGE N/A 10'-1" - 16'-0"PER PLAN EDGE 8d @ 4" O.C.8x8 48" IF REQ. FIELD 8d @ 8" O.C.6x6 IF EMBED. RIDGE N/A 16'-1" - 22'-0"MIN. 5/8"EDGE 8d @ 4" O.C.8X8 (MIN.)48" FIELD 8d @ 8" O.C. RIDGE 8d @ 4" O.C. ADD SOFFIT OVER ENTIRE CEILING DO NOT SCALE (D) (E ) GENERAL NOTES: A. On porch spans over16'-0", the beam must be pocketed into the exterior wall and strapped as required. B. On porch post embedment, the footing shall be minimum required to support the load. The top of the footing shall be the depth of the required embedment below grade. The post footing may be poured at the time of the foundation, and the concrete for the embedment may be poured during flatwork. C. All edges of plywood need continuous blocking to receive nailing pattern and Nails should be galvanized. 11 22 33 4455 55 55 5566 99 77 77 P E R P L A N 88 (2) 2x4 BlockingW/BeveledEdges @ Ridge ** Detail below required on porch spans of 16'-1" to 22'-0" only. Refer to Table above for requirements** DETAIL - A 55 55 1010 10101010 22 22 5522 7 1/2" 2' 88 1. Exterior wall 2. Manufactured truss @ 24" O.C. 3. Post as required (see table above) 4. Beam per plan (see general note A) 5. Nailing as required (see table above) 6. Blocking @ ridge as required (see table above and Detail - A) 7. 2x sub fascia 8. Footing per plan. 9. If embedding post, refer to general notes and table above. 10. 4x4 blocking @ ridge for nailing. Bevel top to match roof pitch. Alternate: use (2) 2x4 nailed together. Bevel top to match roof Pitch. (See Detail - A) Copyright © 2020, LEXAR Homes LLC. PORCH CO V E R F RAMI NG R E QUIREMENTSPORCH COVER F RAM I N G REQUIRE MENT S D E TA I LDETAIL A -1 1A-1 1 8" 4" 4 1/2" 3 1/2" 4" 1111 11 66 66 66 11 11 22 22 22 33 33 33 44 4444 55 55 SIDE VIEW FRONT VIEW TOP VIEW 77 4 "O .C . 2 "M i n . E Q . EQ. 2" Min. AA DETAIL A 88 88 Copyright © 2020, LEXAR Homes LLC. F R A M I N GFRAMING MULTIPLE 6 X6 P OR CH COLUMNMULTIPLE 6 X 6 PORCH COL UMN D E TA I LDETAIL A -1 2 .1A-1 2 .1 NOT TO SCALE 1.P.T. posts per plan 2.Porch cover beam per plan - Min. depth of 10-1/2" required 3.Attach posts to beam with (4) 10" Timberloc® screws at 4" O.C. - Stagger screws as shown - See general note A 4.Post connector as required 5.Footing per plan - Centered between all posts 6.Third and fourth posts are optional unless required by engineer A.Timberlock® screws used at the connections shown are to have a horizontal & opposing stagger to mitigate any interference as well as potential post splitting issues General Notes: 7. Timberloc® shown beyond to demonstrate opposite stagger on opposite post - See top view for details 8. Notch 1/2" on Each Post for Beam to Bear on Post. 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 TABLE R5 07.2.1TABLE R5 07.2.1 PLACEMENT OF LAG SCREWS & BOLTS IN DECK LEDGERS & BAND JOISTS MIN. END & EDGE DISTANCES & SPACING BETWEEN ROWS Top Edge Bottom Edge Ends Row Spacing Ledger*a 2" *d 3/4"2" *b 1-5/8" *b Band Joist*c 3/4"2"2" *b 1-5/8" *b For SI: 1" = 25.4 mm a.Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1) b.Max. 5" c.For engineered rim joists, the mfr’s recommendations shall govern d.The min. distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1(1) Copyright © 2020, LEXAR Homes LLC. Distance shall be permitted to be reduced to 4-1/2" if lag screws are used or bolt spacing is reduced to that of lag screws to attach 2x8 ledgers to 2x8 band joists Stagger fasteners in (2) rows 5-1/2" Min. for 2x8 6-1/2" Min. for 2x10 7-1/2" Min. for 2x12 3/4" Min. Lag screw or bolt Ledger 2" Min. 5" Max. TABLE R507 .2TABLE R507 .2 DECK LEDGER CONNECTION TO BAND JOIST *a, b (Deck live load = 40 psf, Deck dead load = 10 psf, Snow load < 40 psf) CONNECTION DETAILS JOIST SPAN ≤ 6' 6'1"-8' 8'1"-10' 10'1"-12' 12'1"-14' 14'1"-16' 16'1"-18' O.C. SPACING OF FASTENERS 1/2" dia. lag screw with 1/2" max. sheathing*c, d 30 23 18 15 13 11 10 1/2" dia. bolt with 1/2" max. sheathing*d 36 36 34 29 24 21 19 1/2" dia. bolt with 1" max. sheathing *e 36 36 29 24 21 18 16 For SI: 1" = 25.4 mm, 1' = 304.8 mm, 1 psf = 0.0479 kPa a Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist b Snow load shall not be assumed to act concurrently with live load c The tip of the lag screw shall fully extend beyond the inside face of the rim joist d Sheathing shall be wood structural panel or solid sawn lumber e Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing - Up to 1/2" thickness of stacked washers shall be permitted to substitute for up to 1/2" of allowable sheathing thickness where combined with wood structural panel or lumber sheathing 2" Min. TA B L E R 5 0 7 .2TABLE R 50 7 .2 PRESCRIPTIVE DECK L E D GER CO N NECTIO N SPRESCRIPTIVE DECK LED G ER CON N E CT ION S D E TA I LDETAIL A -1 3 .3A-1 3 .3 OPTIONAL CANTILEVER 2 15/16"2 7/8" R507.5 Deck jo istsR507.5 Dec k jo ists Max. allowable spans for wood deck joists, as shown in Figure R507.5, shall be in accordance with Table R507.5 - Deck joists shall be permitted to cantilever not greater than one-fourth the actual, adjacent joist span. TABLE R507 .5TABLE R507 .5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. - in.) SPECIES *a SIZE SPACING OF DECK JOISTS WITH NO CANTILEVER *b (inches) SPACING OF DECK JOISTS WITH CANTILEVERS *c (inches) 12 16 24 12 16 24 Southern pine 2 × 6 9-11 9-0 7-7 6-8 6-8 6-8 2 × 8 13-1 11-10 9-8 10-1 10-1 9-8 2 × 10 16-2 14-0 11-5 14-6 14-0 11-5 2 × 12 18-0 16-6 13-6 18-0 16-6 13-6 Douglas fir-larch *d Hem-fir *d Spruce-pine-fir *d 2 × 6 9-6 8-8 7-2 6-3 6-3 6-3 2 × 8 12-6 11-1 9-1 9-5 9-5 9-1 2 × 10 15-8 13-7 11-1 13-7 13-7 11-1 2 × 12 18-0 15-9 12-10 18-0 15-9 12-10 Redwood, Western cedars Ponderosa pine *e, Red pine *e 2 × 6 8-10 8-0 7-0 5-7 5-7 5-7 2 × 8 11-8 10-7 8-8 8-6 8-6 8-6 2 × 10 14-11 13-0 10-7 12-3 12-3 10-7 2 × 12 17-5 15-1 12-4 16-5 15-1 12-4 For SI: 1" = 25.4 mm, 1' = 304.8 mm, 1 PSF = 0.0479 kPa, 1 pound = 0.454 kg a.No. 2 grade with wet service factor b.Ground snow load, live load - 40 PSF, Dead load = 10 psf, L/Δ = 360 c.Ground snow load, live load - 40 PSF, Dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever with a 220 pound point load applied to end d.Includes incising factor e.Northern species with no incising factor f.Cantilevered spans not exceeding the nominal depth of the joist are permitted JOIST SPAN JOISTS WITH DROPPED BEAM BUILDING WALL JOIST HANGER LEDGER BOARDJOIST RIM JOIST POST BEAM(S) JOIST SPAN JOISTS WITH FLUSH BEAM BUILDING WALL JOIST HANGER LEDGER BOARDJOIST POST BEYOND JOIST HANGER Copyright © 2020, LEXAR Homes LLC. BEAM(S) TA B L E R 5 0 7 .5TABLE R 50 7 .5 PRESCRIPTIVE DECK JOIS T SPAN SPRESCRIPTIVE DECK J OIST SPANS D E TA I LDETAIL A -1 3 .4A-1 3 .4 9/16" 2 1/2" 9/16"9/16" 2 1/2" 9/16" R507.6 Deck BeamsR507.6 Dec k Beams Max. allowable spans for wood deck beams, as shown in Figure R507.6, shall be in accordance with Table R507.6. Beam plies shall be fastened with (2) rows of 10d (3-inch × 0.128-inch) nails min. at 16" (406 mm) O.C. along each edge. Beams shall be permitted to cantilever at each end up to one-fourth the actual beam span. Splices of multispan beams shall be located at interior post locations. TABLE R507 .6TABLE R507 .6 DECK BEAM SPAN LENGTHS *a, b (ft. - in.) SPECIES *c SIZE *d DECK JOIST SPAN LESS THAN OR EQUAL TO: (feet) 6 8 10 12 14 16 18 Southern pine (2) 2 × 6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 (2) 2 × 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 (2) 2 × 10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 (2) 2 × 12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 (3) 2 × 6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 (3) 2 × 8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 (3) 2 × 10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 (3) 2 × 12 15-3 13-3 11-10 10-9 10-0 9-4 8-10 Douglas fir-larch *e Hem-fir *e Spruce-pine-fir *e Redwood Western cedars Ponderosa pine *f Red pine *f 3 × 6 or (2) 2 × 6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 3 × 8 or (2) 2 × 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 3 × 10 or (2) 2 × 10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 3 × 12 or (2) 2 × 12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 4 × 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 4 × 8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 4 × 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 4 × 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 (3) 2 × 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 (3) 2 × 8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 (3) 2 × 10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 (3) 2 × 12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 For SI: 1" = 25.4 mm, 1' = 304.8 mm, 1 psf = 0.0479 kPa, 1 pound = 0.454 kg. a.Ground snow load, live load - 40 PSF, Dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever with a 220 pound point load applied to end b.Beams supporting deck joists from one side only c.No. 2 grade with wet service factor d.Beam depth shall be grater than or equal to depth of joists with a flush beam condition e.Includes incising factor f.Northern species - Incising factor not included DROPPED BEAM BEAM POST JOISTS OPTIONAL CANTILEVER OPTIONAL CANTILEVER BEAM SPAN FLUSH BEAM BEAM POST JOISTS OPTIONAL CANTILEVER OPTIONAL CANTILEVER BEAM SPAN Copyright © 2020, LEXAR Homes LLC. TA B L E R 5 0 7 .6TABLE R 50 7 .6 PRESCRIPTIVE DECK BEAM SPANPRESCRIPTIVE DECK BEAM SPAN D E TA I LDETAIL A -1 3 .5A-1 3 .5 Beam(s) Deck post Notched post (2) 1/2" Dia. Through-bolts with washers 2-1/2" Min. 5-1/2" Min. Deck post Approved post cap Beam(s) NNOOTTCCHHEEDD PPOOSSTT PPOOSSTT CCAAPP Grade D e p t h P e r R 4 0 3 .1 .4 Concrete stem Typ. Deck post Typ. Footing R507.7.1 Deck po st to deck be amR507.7.1 Deck po st to deck be am Deck beams shall be attached to deck posts in accordance with Figure R507.7.1 or by other equivalent means capable to resist lateral displacement. Manufactured post-to-beam connectors shall be sized for the post & beam sizes. All bolts shall have washers under the head & nut. Exception: Where deck beams bear directly on footings in accordance with Section R507.8.1 For SI: 1" = 25.4 mm FIGURE R507 .7 .1FIGURE R507 .7 .1 DECK BE AM TO DECK P OSTDECK BE AM TO DECK POST R507.8 Deck postsR507.8 Dec k posts For single-level wood-framed decks with beams sized in accordance with Table R507.6, deck post size shall be in accordance with Table R507.8 TABLE R507 .8TABLE R507 .8 DECK P OST HEIGHT *aDECK P OST HEIGHT *a DECK POST SIZE MAX. HEIGHT *a 4 × 4 8' 4 × 6 8' 6 × 6 14' For SI: 1' = 304.8 mm a. Measured to the underside of the beam R507.8.1 Deck po st to deck foo tingR507.8.1 Deck po st to deck foo ting Posts shall bear on footings in accordance with Section R403 & Figure R507.8.1. Posts shall be restrained to prevent lateral displacement at the bottom. Such lateral restraint shall be provided by manufactured connectors installed in accordance with Section R507 & the mfr’s instructions or a min. post embedment of 12" (305 mm) in surrounding soils or concrete piers. FIGURE R507 .8 .1FIGURE R507 .8 .1 T Y PICAL D ECK POSTS TO DECK FOOTING STYPICAL D ECK POSTS TO DECK FOOTINGS Copyright © 2020, LEXAR Homes LLC. TA B L E R 5 0 7 .8TABLE R 50 7 .8 PRESCRIPTIVE DECK PO S T REQU I REMENTSPRESCRIPTIVE DECK POST R E QUIREMENT S D E TA I LDETAIL A -1 3 .6A-1 3 .6 1' 9" 4 1/2" 1'-0 3/8" 1' 9 3/4" 9" SIDE VIEWFRONT VIEW TOP VIEW 6" 3 " 8 1 /4 " 9" 7 1/2" 9" 11 11 11 6 " 22 22 33 33 33 44 44 55 55 55 55 4444 66 66 77 77 77 88 99 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALE A.The beam & joist to post connections shown are required on all posts for lateral restraint where a deck is installed B.Lag bolts/Timberlock® screws used at the connections shown are to have a horizontal & opposing stagger to mitigate any interference as well as potential post splitting issues C.The dimensions shown are general guidelines to follow in the field to achieve a desired look & design style - Actual dimensions are permitted to vary in the field so long as the general design aesthetic is achieved General Notes: 1.Deck post per plan - Refer to table R507.8 on page A-T5 for requirements 2.Rim joist - Match joists used for deck joists 3.2x P.T. Deck Joists per plan 4.Attach joists to both sides of post with (4) Timberlok® screws 5.Dbl. 2x12 P.T. Beams - Attach (1) on each side of post with (6) Timberlok® at 4: O.C. or 1/2" lag bolts at 4" O.C. - Stagger screws/bolts as shown - See general note B 6. Deck surface/planking 7.Lag bolt/Timberlock® shown beyond to illustrate opposing stagger on opposite side of post - See general note B 8. Optional decor shown - Not required 9. Additional post as required for multiple post connection F R A M I N GFRAMING DEC K BEA M & POS T CONN E CT I ONSDECK BEAM & P OST CONNECT I ONS D E TA I LDETAIL A -1 4A-1 4 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-15(i,ii) 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 44 AA BB CC 11 22 33 33 22 55 22 66 11 33 77 33 Copyright © 2020, LEXAR Homes LLC. NOT TO SCALE 1.Footing per plan 2.Post per plan 3.Beam per plan 4.Exterior wall 5.BC Connector - See detail A for sizing 6.ABU Connector - See detail B for sizing 7.HUC Connector - See detail C for sizing F R A M I N GFRAMING POS T & BEAM CON N ECTIO N SPOST & BE AM CONN E CT I ON S D E TA I LDETAIL A -1 8A-1 8 BC4 - Use with 4x4 post BC46 - Use with 4x6 post BC6 - Use with 6x6 Post to beam conn ectio nPost to beam conn ectio n D e t a i l - ADetail - A ABU44 - Use with 4x4 post ABU46 - Use with 4x6 post ABU66 - Use with 6x6 post ABU88 - Use with 8x8 post Post base connect ionPost base connect ion D e t a i l - BDetail - B HUC48 - Use with - 4x8 beam - 3-1/2" x 7-1/2" GLB HUCQ410 - Use with - 4x10 beam - 3-1/2" x 9" GLB - 3-1/2" x 10-1/2" GLB HUCQ412 - Use with - 4x12 beam - 3-1/2" x 12" GLB HUC68 - Use with - 6x8 beam - 5-1/2" x 7-1/2" GLB HUCQ610 - Use with - 6x10 beam - 5-1/2" x 9" GLB - 5-1/2" x 10-1/2" GLB HUCQ612 - Use with - 6x12 beam - 5-1/2" x 12" GLB *Contact general contractor if size not listed* Beam to beam co nnectionBeam to bea m co nnection D e t a i l - CDetail - C 2'-1 33/64" 1'-3 1/8" 77 ROOF LAYER CONSTRUCTION 55 44 33 22 11 161615151414 66 22 33 55 1717 1212 1010 1111 11 Ice Barrier to Extend 24" Over Living Space (As Required) Truss Tail 1818 44 16-1/2" 88 Copyright © 2020, LEXAR Homes LLC. RO O FROOF T RUSS TO TOP PL ATE - NO R AISED HEE L - 2X1 0TRUSS T O TO P P LATE - NO RAI SED HEEL - 2 X 10 T OP C H ORD W / COR-A-VENTTOP CH OR D W / CO R-A -V E NT D E TA I LDETAIL R -0 1 .5R-0 1 .5 1.Manufactured 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.RS-400 Cor-A-Vent blocking installed to match truss pitch - Install per MFR spec's 8.2x10 Top Chord w/ Double Clipped End. 2x10 Top Chord Required at end of truss only. Transition to 2x4 top chord for remainder of truss where possible. 9.Metal drip edge/flashing 10.Fascia Per Plan 11.Continuous gutter per plan 12.Not Used 13. Not Used 14. Simpson H2.5A hurricane tie typ. at each truss - Opt. SDWC15600 or Timberlok screw 15. 1/2" or 5/8" Sag resistant GWB 16. R-49 Attic insulation 17. Exterior wall 18. TYVEK Building wrap 19. Vented Bird Blocking NOT TO SCALENOT TO SCALE 13 1/2" 11 OVERHANG AA DETAIL - A DETAIL - B 22 33 55 13 1/2" OVERHANG 13 1/2" OVERHANG DETAIL - C2DETAIL - C1 BB 44 66 99 1010 1111 1212 1313 1414 1515 1616 2020 1717 1818 1919 2121 2222 2222 2323 2323 2424 2121 1818 2525 2424 1818 1616 2626 2727 1'-1 1/2" Copyright © 2020, LEXAR Homes LLC. RO O FROOF GABL E E ND F RAMI NG - EXSPOSEDGABLE E N D F RAM I N G - EXSPOS ED OU TLOOKER SOUTLOOKERS D E TA I LDETAIL R -0 3 .2R-0 3 .2 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.Frieze Board Per Plan 7.Not Used 8.Not Used 9.Fascia Per Plan 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 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 1 1 " M I N . 4 31/128" 4 31/128" 45° EQ EQ MULTIPLE POSTS AT END OF PORCH COVER (VIEWED FROM TOP) PORCH COVER TO HOUSE CONNECTIONS AT EAVE END TYPICAL END OF PORCH COVER CONNECTIONS PORCH COVER TO HOUSE CONNECTIONS AT GABLE END 11 22 33 66 88 55 77 99 99 77 44 22 66 11 11 55 22 1111 1010 1212 1313 1414 11 11 55 22 1111 1818 1313 1414 1515 1616 1717 1313 1313 33 1111 11 1919 22 2121 11 Copyright © 2020, LEXAR Homes LLC. RO O FROOF GL B T I MBER F RAM E D PORCH COV E RGLB T I MBER FRAMED P ORCH COVER D E TA I LDETAIL R -0 8 .1R-0 8 .1 1.GLB Beam per plan 2.GLB Rafter plan 3.Post per plan w/ 1/2" Notch For Positive Bearing 4.5-1/2" x 5-1/2" GLB Post and webs 5.2x T&G nailed to GLB Rafters w/ .148x3" at 6" O.C. 6.Hang side beams from front beam w/ HUCQ hanger - Bear front beam on posts 7.Attach post to beams w/ (2) 6" Timberlok Screws 8.Attach GLB Rafters to beams w/ (2) 6" Timberlok Screws 9.Attach center post to beams w/ (4) 6" Timberlok Screws 10.Structural end truss per MFR aligned to outside of wall - Ridge beam to hang from truss 11.Attach rafters to all vertical truss webs w/ (2) 6" Timberlok Screws NOT TO SCALE 12. If bottom chord of truss is vaulted, Balloon frame wall below to truss bottom chord 13. OSB sheathing per plan -Ensure flush transition from OSB roof sheathing to T&G 15. Provide 2x6 ledger at base of wall - Attach ledger to trusses w/ (2) 16d nails 16. 2x4 wall built on top of 2x6 ledger - Provide B.U. studs or 4x6 post at ridge beam location to accommodate hanger 17. Overframing per detail R-9 18. Trusses per MFR 19. Attach posts & beams per detail A-17 20. Front beam to hang from side beams w/ HUCQ hanger 21. Side beams to extend a min. of 11" past front beam 22. All exposed wood to be protected per 2015 IRC section R317 11 33 11 EXAMPLE CONDITION 11 11 55 44 66 22 55 77 Copyright © 2020, LEXAR Homes LLC. RO O FROOF L OWER ROOF TO UPPER ROOF T RUSS -LOW E R ROOF TO UPPER RO OF TRUSS - EXSPSO E D O U TLO OKERSEXSPSOED OUTL OOKER S D E TA I LDETAIL R -0 9 .2R-0 9 .2 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 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 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 RAMI N G - INT ERIOR TO E X TERI OR WALLFRAMING - I NT E RIO R T O EXTER I OR WA LL CONNECTIONCONNECTION D E TA I LDETAIL A -3A-3 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. ROOF - VAULT WA LL I NSULAT I ONROOF - VAULT WALL I N SUL ATION D E TA I LDETAIL R -7R-7 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