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HomeMy WebLinkAboutM003.0F P SUPPLY INDIANAPOLIS SYMBOL LEGEND Bearing Length Requirements Point Load (Operator Added) Line Load (Operator Added) Area Load (Operator Added) BBO Beam by Others O Detail Callout Label (See Framers Pocket Guide) Non -Load Bearing Wall Q j Joist Under Wall Above Weyerhaeuser "'GOLD: W hyW eyerhaeuser Edge Gold? ■ SO yearIimitedwarranty-aiLarandsmple,47g47instm47nuf4wtunngdefe47ts47n4Ide471Yn0don ■ 21M day no sand Iimitedwarranty -apractcalamountoftime fromjobsitedefi+ery,couers typkalbuHddng tune cyde ■ Down Pore-seffdrainingtechnalogy-the only one ofia'kind,nofielddriMngofhoksfor dramage, better forhard wood floors Tour h sa rtded fam for unrformthidt nens - consisten tprc ductcreatAg aperfect flat fkor, more econonnkai, takes costs ou rof the floor PredseT&G fit - engineered to fit be trer, no need to puff ou t the sledge hammer WARNING Jocns em rwsFeble -ti hr'seed IsFa•�y �" TirkdMF: • e6dug Shr fig .stain n..rs • r-9— • R -0 —d Rm J.a (D DO HOT wrdk an jootr tfifft arz *MY flc WARNTM AAOTM. I rby mear*Lbr or nodm athed jontm Smdt pry orur beans or MEIN_ Look of parer bracing d'ig C°-h%wli n e- r•ewlt is se�a�s amiderts_ Obswae the fa§wm4 grrddies_ LN hkdei3. hmga . ria boards and rim joists d theend sgparts of the W19 joists must be aarod* intdled ard props* mied 2. barvids1 gtk lirebrn-d ad dw-­rtiy de& msat beesr.lisied of He ads oftb boy_Ths—dm be aacanpbdred by ot—prrary or pernrmsat deh06.31 fmtenedtatbe first 4 feet ofpist. rtbe erd oftbeboy_ 3 S." bm q of lxk (minima) mast be-ied to o braced end wA w -4rmtbed arm (as n note2a and to mdr joist_WiHrud this br-ig kNHig sidaoys or rog—r is hq* prabebk—ky I¢t m tFuction kads-sri air I ov amclnya omided i4m to -& Tire joist hely.. mord kinds rm be &—d-riesptaw_ sD kof a-Hewers-q—e cry b -9 -NO tb. tT and batt— fbeges_ h Th. A.3- must ran-srrdgbt -Min Yr from tun: d"r�rrnat_ A Weyalraerner- i_erel®_ itirrolhm®_ porch ink Siknt Fbor6- Timb w5trmd®_ TJ10. od Tr— 7o wM Qin r 9mfesed trademaris of Weyaine_=r hR ®20o9 Weyoirre—=r Nt Cmpmy. Al n9&ts r _d. TJIs JOIST NAILING REQUIREMENTS at BEARING TJJR Joist to Scoring Plate e4' TimberStrand® LSL or iLcwJ® LI' rim board One Rd (0113' x 2Y) mil earn side. Otiiie mils at an angle at least ly from end e/a makimun bearing at end w4pa•t, 3Y minrimrm at artermediote agVort Shear transfer. Carlecdo m e9uhaimt to floor poml nd&W -A-fide Vmsh Blocks to TMA Joist fLood-dobo-1 one I0d (0328' x 3) mail into each flange mine demes 02 trim to Tire Joist JL ' TimberStrmnd®LSL or K.EwP ILY rim bawd or tUl wide TJr@ rim joist-. One Lod (0328' x 3') nail into each flags 2 % ' - 2 5/, wide TJIw rim joists One 16d (0.13Y x 31/2') nail into eadi Hage e/a minim= bearing 3y' wide TJV rim joist-. Toenail wrih 10d (0328' x 3) nails, one each side 3q' wide TTlw of Tile Joist flags floor' jarst 3Y wideTJiw ran Jost Locate ran board Jaryrt betaken Jolsft_ Tap rrEw When sheathing fhidcness exceeds'/$", knm sheaihing tongue at nm board Plate nal -16d (*") boat at 16" on -center" Floor panel nal - 8d (231") common at 6" on-centee 1Y iLevel— or 13`0" TimberSthand® LSL rim board" Toe nal -10d (3') boat at CC' an-centee '-Conventional construction code minknum for use with A3 only. See A3 A3.7 A3.2 A3.3 iLevel Framer`s Pocket Guide for A3.9 --A3.3 installation spec&catiorls. Load bearing or shear wall above (must stack over wall below) Blocking panel 2x4 minimum squash blocks B7 B1 ,' Vis' Web stiffeners required each side at B1 Wand B2W B2 B2W Load from above l 2x4 minimum squash blocks CS Ike 2x4 minimum squash blocks ft transferloadaround TJIe joist Top iange hanger Face mount hanger H1 Web stiffeners required if sides of hanger do not laterally support at least 3/$' of TJ 10 joist top flange Filer block Attach with ten 10d (3") box nails, cinched_ Use ten 16d (3V') box nails from each side with 31,�" TJIO joist Backer block: Instal tight fangewidths_ Use fifteen naiswith TJI® joist depths greater than 16"_ to top flange (tight to boiEorrr flange with face mount hangers)_ Attach with ten 10d (3") box nals, cinched when possible_ Backer block both sides of web with single T.16 joist Will top Mange hangers, backer bkxk required only for downward Am& exceeding 250 lbs or for upkft candifions.