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HomeMy WebLinkAboutPLOT & JOIST PLANS - 06-00460 - 582 Autumn Dr - New SFR�% rn HI 1 ►m ME m 0 S 89044'5I" W 112.99' 98' N �5� 44 t21" t 138.8`J' 4ARVEST OUJN : J N5EN LOT # 1 FLAT I I �44fRVE5T HE IGHT5 5UE3DV, ED F VE PLOT PLAN SCALE 1" = 10' J FISK DESIGNS �931 WEST CENTER STREET, OREM, UTAH 84057 (801) 225-7631 FAX (801) 229-2676225-7631 FAX (801) 229-2676 • 0 z Jh to 0 It co m rl- U� CD I CQ CQ U� a0 0 co E� W � W a co r- I � W U c\2 J-4 0 E- R11PIMONS Ud z 0 1 0 U CONTRACTOR m TO VffitIl�Y ALL coNDrrloNs re rR n>e�NSIONs. x W rn m In Dqjr� O A D2 ■ ales W'v �: ¢✓..2.. Thai hay artand marginal list is based on plena and/or information provide. This has not been royal by a Weyerhaeuser engineer. Your builid" design profeseverst, and other responsible game. must hi mid, information to ensure that it Is eppersrshe, accurds, and compleas vine ePPmasle spicing codes. Tres Joist IYM board A3 Filler Nod: Attach with ten IOd bare box mils, climhad. Iaeten ibd ck gri box mils franl race sideaith 3K" Backs bled', ImNil tighttotdpfHnge (tightto bottom flogge Rath foie Moart hwgers). Attach with hn 10d (3') box mils, dmchedehenpomNe TJI-pet WARNING Joists are unstable until braced laterally - - Bracinglncludes: - - NearP s one, 00 NOT allow workers sean�e "ram, ears . aandan 00 NOT stack building to walk on jests materials an unsheathed until braced. joists. Stack only over eIJURYMAY RESULT. beams or wells. WARNING NOTES: Lack Of concern for paper brapng during wnateaction can result In serious accidents. Under normal conditions if the fallowing guidelines are observed, accidents will be avoided. u.s, sa. mn en z...... wmpn-ryes apse"a ma ,�i n9li sirs, —1 "are =ww1,Maa, stnc-e. "armor"aa,maw.w1meamm.,. seater ass"ras"l-.1u. v P�oaaonama am�a.ue,.eo. tuna -a wome�,.umo. ainW m"uan,oiuh.aa*mm�ameamio-naieav:e"mP�ameamo.+y.i.mro weg"os �mevless—'s aaeawnre�.. a.m"a,"amaaa.�saaam.,nea"."..e NAILING REQUIREMENTS TJIV ionts at io arirga: Two 8d (2Yx") box naiIx(1 .sill side), IY" minimum from end. Blocknot panels, 0. let or rim board to bearing pate: TJ19 blvckingpanels or rirejeaI. 10d I3") box nails at So c, Tras Joistnm board: Toenail with 10d (3") box nails at W o.c. or 16d (3Ye7 box nails at 12" c.c. Sheer tmnslec Connections equivalent to reeking nail schedule. Rim board rim loiet orckeemesto TJl® oat 1';"width ornate: Two 10d (3') box nails, one each at top and bona. donee. 2'/s"fine 2Y>'widths: Two 16d (3Y') box nails, one each at hop and bottom flange. 3Y2" width: Toerrailjoist to rim loam with one led (3") box nail each side of joist lop flange. 2X4 minimum squash blocks Two 10d (W) box nails, one each at top and bottom flange. TJ-%pert framing plan rewires the Trus Joist Framer's Pocket Guide Sse I— John Feamel' s Packet Geld. for Product, Trademark Ieferawfion 9 TJeXpert. ��q JOIST AND BEAM LIST Plot IO length Product Pa. city At 42' 11 T/B"TJI 110 joist 1 5 A2 so. Sl T/B" TJI 1101aist 1 a A3 38, 11 7/8" In 110 joist 1 T M 6- 11 7/8" TJI lie Jain 2 2 A5 24' 11 T/B' TJI 210 joist 2 26 M 20, 11 T/a' TJI 230Join 1 4 AT 16- It 7/8' TJI 210 joist 1 3 AB 36 Il T/B" TIT 360 joist 1 17 A9 34' Il T/B" Tat 360 jail 1 1 at 16' 1 3/4" x 9 1/2' 1.9E Minollom LVL 4 4 W 14' 1 Use x 9 In' 1 9E Miaollom LVL 4 4 TSI 6' 3 12' x 4 3B" 1.3E TedairSHaM LSL 1 1 HANGER LT5T - Siapss. Strwg-Tie conFonY, age. Mot ID Idly Presley Weal Top Naas Fun Nulls Member None No. HI 3 3US2.06/11 88 10-NIC (5)(6) H2 1 HHVS]25/10 30-IW IO-Iddwble shear Kayser Notas: (5) Badxr Blaaks Rewind (6) Filer Blanks aequn ed A[cF550RIE5 LIST Plet ID t al Product Plies Qry Bbl 1' Rol" or 3/4" Botlar Blacks 1 3 Fbl B' 2x6 Filer Blacks 1 1 Rest 16' 1 1/4" . It 7/8" 1.3E Tiab-Shmand LSL 1 15 Shi 4- x 8' 23M' Stroct —M Edge (24" span Ratted) 1 68 Ism, Rim Bead HEADER LIST Pbf ID Wyth Peaks, Plies cry Hdl 12' 1 3/4" x 11 7/11" 1.9E A1bolYan LVL 2 2 Play 20' 1 3/4' . 16' 1 9E Micronesia LVL 3 3 LIFV L NOTES File Nome: STOCK REXBUR(i - 111 IS ON RES RVSD 3.JOB Wool Name: Main Floor Framing Mofhd: 4/23"Ofe, 11:01 Ovlan Stand. Main Floor lioness 4/23/200, 30:50 NOTE: Level design times indicated show provide ossurann for prover lawn stacking. Design Mediodalagy: ASO Floor Are. badiig Is: spoof Lie Lead and 15 lef Dead Load Moxiaua Joist Deflection: V360 Liw Lwd V240 Total Wed TT -Pro R.Hn9 lnfa esseen: Weighted Average: 39 lawesf Refit': 32 Highen Rating: 65 6esed A Noised Deding is Required Direct Agplied ceiling is Not Reguind Floor Decking: 23/32' Sb"nuwoad Edge (24" Seen parked) Nasirol D.C. Spocirg - 16 'unless noted othmaisa Seale: 1/4" = f- 302 COMMENTS Keys Martin @ Stack Pedug Job: Belfts. Resldenu CREATED BY iWsl by Wsyerhuemer 2600 South 600 Wast Po Box 65526 SaH Wke Cry, UT 84315 (800) 283-9663 FAX: (801)9I5-095B ■ Note from Operator Pant Lood Lire Lootl Area Load SW Bean By Others t robot Callan Lobel (sae Finaer's Packet Guide) Hd- t Header, and -t indicates qumdity, 0 trimmers rewind al ends Page I of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJacxtaAx pMrsl sue crux ssAa Fa.ae 6v Waver Buse, This l.' and maaral lit is based on Items andlor information provided. Thkhasnotbeen reviewed by a "aniftaeuser SmgMeer Yourbuader,design 6 pailmh��saronal, and oust reaponslbb gsW$ most rewGw tote information }* assure that 8 is appropriate, accurate, and cr mpllas with applicable building codes. do C 1 a ® 7)id Joist rim board A3 6 g WARNING Joists are unstable until braced laterally smaring tested . - . a tad n snaaa,ap DO NOT allow workers smnylmea .a,m DO NOT stack building to walk on joists materfals on unsheathed until braced. joists. Stack only over INJURY MAY RESULT. beams or walls. WARNING NOTES: Lack of comom for proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be domiciled. eunmFv,g l.a co na tasam e.a„m araeaaxa mmioaa al means xupmates -I ,. pee m,u: mmplawy urc:aem voymyanr naiM. Mn,ear,aln. ua naaeaaeama,a,axaa9a,a aamaLmalme xmdart. ls taam,pam gabmgpary voe:mamuneq Mxndgl laNxM wan ary eMl dpm u me Ma W Wy. a. saeH�sxlg icon d t.r I wvmtml ma:t n woo w. n.ne aw wi a xwi. e... a n „w z.m m aazn p.t omen cola Lp sgawrya w.dlovw'a MPnM PaMnk mom IpM1I emsmvA'm 4W s - 44a a wNgr o: o,re tangos IX wylb] aMy W q ♦ $nmNuq met ne IONry mznM loxen I.0 ajaatarom aaaamnNlaw®n ce pacJa: W ryuem amm aaml9 on nos ma wa aria Homo aaaam. s, *mnaNnmanmmeP� eo-agmwnnm a �nwtorw d N, mom waaym,wn NAILING REQUIREMENTS TJI®'oisis at beatings: Two do (2Y2') box nails (1 each side), 1$" minimum from and. elookMg oanel5 rim joist or rim board to lassoing plate: TIM bAuxongpanele ormajofsh Intl (3") box nails at 6" o.c. Trus Joist rim board: Toenail with Ind (3") box nails at 6" o c. or t6d (3➢2') box nails at 12" o.c. Sheertrdnsfec Connections equivalent to decking if schedule. Rim board HIM joist or closure to TJI V johad, 1�/4"adth or hers: Two 1Cal (3") box muss, one each at top and bottom flange. 2%6"Him, 2%"WMhe: Two 16d (VY") box nails, one each at top and bottom flange. 3YP"width: Toenail joist to rim joist with one Ind (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10tl (3") box nails, one each at top and bottom flange. A complete TJ-%pert framing plan requires the Tress Joist Fromer's PI see True Jaet Frame, a Peclat Bode far Product Trademarks Warmatim TJAXpert� 4r~d JOIST AND BEAM LIST NotID Lax'" lamiect Plies Qty Al 1. 11 7/8'TJI 110joiet 1 5 A2 40' 11 T/r TJI 110 joist I 8 A3 38' 31 7/8' TJI 110 Joist 1 T M M. li 71W TM 110 joist 1 1 AS 16' 11 71W TJI 110 jaist 1 3 A6 36' 11 7/8" TJI 360 plat 1 IT AT 24' 11 T/e" TJI 30 Joist 1 15 AS 20' 11 Va" TJI 30 joist 1 5 A4 18' 11 T/a' TTI 360 joist 1 2 All 6' 1 31V x 11 T/8' 1.9E Alw rellmn Litt. 1 1 Me 6' 13/4' x 11 7/0" 1 9E Mkn0a t LW 2 2 Pi 16' r x IV 2.0E PxnlMm Pat.1 I P2 14' r x 14' 2.oE Pawlkm Pea. 1 1 Nat ID Lang" Rdnct )) 7 Qry a1 y\\ teal to' 1314' x Q' 1.9E Micdbn LVL z 2 11�/D Hat 2g 1 3/4" x 1.9E MlarWlam LVL 3 3 .r N ACCESSORIES L13T Plot ID Leylle Product Plies city goal 161 1/4" x II 71W 1 3E Therbautrard LAW. 1 v Shl 4' x on 23/32" Strvanuvaod Edge (24' span Rating) 1 68 Ars. Rico BouN HA6%EO LIST - Sampson Snwp-Tk Ca:eer , Inc.g Plat IO city Product Inhst Top Nate Face Nods wooden Nails Notes 111 2 IUT3512 SO-NIO 2-1410 H2 3 111 10-NIO 2-NIO H3 1 IIHIUS) MIJO 3(16d 10-16a deubte shear, LEVEL NOTES Nalco: Stacks Asedxag - Bellance Res.JOB 1 Nome: Main Fkm Framkg 'ad: 9/27/2006 11:51 basi9n Status: Main Fluor Frave, 9/27/2006 11:4) NOTE: leeal deegn times Indicated above pandas assuvms far Pre on level etad:Iy. ]eeign Methodology: ASD 21mr Area Lmdiy Is: 40psf Live bad and 15 paf bad load moxinoen Jost Ca flenim: 1-1360 Live Lead L/240 Total taad TJ-Pre Rates Info natim: Wagered Avenge: 36 swot wHng: 30 4lghut Ratty: 60 quad 8 Nailed Desking is Required )uxet Applied Ceiling is Not wWlred akur, Decking: 23/32" alrvaterwmd Edge (24" Span wleal) Vmmal O.C. spacing - Is— 'Udess nosed otherwise Lavout Seale: 114' as 1a JOB COMM aut's Kevin Mark a rteolr it.," Jab: "telex Resulsoe CREATED BV Lwl by Weyedrmmer 2600 South 600 West Pa Bm 65526 salt Lew [try, ui a4118 (e0O) 283-966.q je�-' ,f- SYMB0. lL-6END Point cool Lilo Load Arm Load BBO Been 8y Others acres eallmr ta6e1 (See Fnmer'e Pocket 6ulde) Hd-r Header, and -1 imdi—nc, quantity of 2, trimmers required 01 cods