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HomeMy WebLinkAbout1197.97.14. • •. d ..ice -..I•� . _`it'�+^^T h. Floor Fra nIng information (Form No. s8 USaF),5f94 :..... r - •� ,r4c � mac.. ttlUCltr `7 4' ct 1 � t'"`' 'r 9 � CIO7r• ng< �y panel oywod TYf�l�A. SY,JTItII G: 1r plate ' < each aide ofk abd%Il TJl at tocid g 3/4, (typical). Ta+'Na'! ca r k "011dtn I.VL jobts. in E "' 4 '"''t tea. as �'��,, Al # 113 A '\rte ''n/ e Sec Notes 1, 2, 3 See Notes 4,' t5 Sec t�fctte3 4, Bloekang panels used Loud b,eafinq Block rood t9eotirg r f y A Q for cerneI twocing Wall hem poirN� rraM freftt. 7xt fttlt GTtQNIr• r � q ?t x ,s�G �. r witen consulted above \ above blacks r cc w itt +"' A4 ry E = E �} ear* a K Puri R (11 ood rim • 01 L3 � A6 board B 1 at i14et1or support• � � ,. �.� x� � ', � � � "' '• - �►' See Notes 2, 9 See Notes- Z, 3 (��rJ Sac Notes 5, tD `�;% See t`5 't►farcinq on one {;flX reitdotcirg on both sides with. Ilse 4' lengths d 3/r � / � f O s 1/� rand 11' 7JA . te+1M ` ' - jam• - ion '''�(► `, r -:.ri` Sea warning Notes below w; O max. Vn A6 Max. E2 E3 E4 (E5 ] E &aced end ` See Notes 2, 4 See Notes 2. 4 See Notes 2, �✓ , Walt. See � 11 See Notes 2, 4 - Sae': � •�' `�' At �/ Note 3 below 9 +.� `: i ca LOAD BEARING CANTIlJ1/ER DETAILS DETAIL E2., E3 DETAIL E4 5, :� a� _ } a See hole charts, M the Rosidenticl Products ._ A "s a -� tth+'s Guide or Spedfer"s Guide, for dbwobl•. 0 —A web web holes and required distances from support 1Q r-er far s. aft'erw It 7/b `. ; a 3Jt X CDX relatonettnirwnt Jr,Yt rlaM mgt ila TA few #l�e.e. Aitodi T.6 JrMt taitla�o�nMlri as horizontal. lllberit s wM 3 room M 100 oils d 4 • .c- © Reinforcing as fequked when rein omno loth aides, doygir tttals w >t4 ttatR �► �tLSec y tJGBSiTE ST ©i'iAGE see Details t through £6. amd aI IOU f Aorn,.e- Sim rate 4. eAIt «odc ofd d�. r f WARNS s Inc ��.�, a o Tot, mww�c Backer a«ti, install tiolt is Pte. so6e t lode. post ipoe. (r«>s • t r PROTECT (COVER) JOISTS FROM L bottom flertge d tsar ++ail hagsr flush plans frith abetee M i �tidE *- beloir. .�O1M, ARE - EXTENDED EXPOSURE TO SUN AND inside face of I ��. ,emu• -� Y WATER. crap cnd beam. _ � • 1� � r.quir k � •� . jolet 4n BRACWG 04CLWES: —_ _ : _ • BLOCKWG NQ fUWKiEAS • STRUT L04ES DU NOT stack be 1Q 1 t t t ! t ! I I C3 Face nail block y ' i walkers a SHEAT►AN:(3 ! DO ! allow materials on udnt8heathed jests. I ( �' t"` Face resit hanger gooks block 11:std1 ' so Vast an joists tow. Stack only over beams or wells. ,C fight to tap iteng.e of itailt bratastl. MURY MAY See Note 4 below. • with web stiffeners top mount } Hi H1 `ter/ RESULT. Ses Noiss 1, 2 Ste Notes 12, i S, i 8 �, / See Notes 12, 13, 14 "y See Note 15 \./ See - Notf 5'" 6 3 aelcww °° NOTES FOR IVPICAL FLOOR FRAWNf3 DETAILS VWJ*" NOM: ` ¢ 1. l 3/4' rran"msm, end beaatg is required for all Residettliat Joist appkations. 3. UrInlninwn► 11. Use 6' IerlptA'M TJI Joiai 1oi teinfortrorrgrtl WAMJt tares t11er ertoattt s16 Ittt"ittrttt tIR i' Lack of contwn for proper bnof*q dur "cor+akuctioa can result In �.. beating is requited wtien jrasts are conl« xKn over intarmedtele supports- depot joists wttwe 4-IwVi t of iJi Joist wW I6ier we slrlficiMlt: llaRtlefi La,loil# sArlOUt1 aCt aK>k tiilldM RQtwlai COA�t1OM M the MNOtttlitp yttldellnes era w 2. Blodirrta panels are made of shat pieces of UP Joists or Mitxaham- LVL prat are oA b ja31 web with 31owa -of toes, narils at 6, at, clinched i2 note's ts� sf trl 4ti+d IT �'t fit between joists. At a bearing that is skewed to the joists, bbdtir►ti panels are atlartKied to be fa rnateriat, see d►afl t►alow• Obiaf Vail, aCCltlanta will be aWided. \ Y ® skew cut with the panel length adjusted to provide full corttact with the joists i2. Web stAlenets are rs�,4eet fa lateral support of ow jt�itttlt: fhs $Wwt a ow 3. lid Joist blor*wtg partcts are limited to 2000 PLr aT vertical load tran 0w. 10 M least 1heAttiddle d Mee taro ftaftpe- . "a 1, CUX for rim hoard. rem"cmg or closure called out oo #,As pioriet bra+ telers to 314' Coif plywood 4i. Filler blocks: Nail w� 18 i0d nabs (3 1/2' 16tt rWs irttat �Clt.xtda't0r s;�dtiii. 1. Ap blocking. hangers artki rim 3: Temporary strut Yves of 1 x 4 4. Sheathing itlllSt be tO1811y USE S TICttEAS M*OUATE t` or outer 3f4' exterior grade APA 48124 rated sheathing that is Cut a match"full depot of tfte joist. Fee mate Ws. see chart boron jumls 8t the end Supports of (chin.) must be milted to a attached to each joist belo(e \ - -- � To KEEP �otsTS ABOVE R 5- Vertical 2■4 (mifi s 14: Seeker blacks.- T auwW with 10a'tw1rdlits flls+rtare+ti}ts: asscllsr� ► ,: OW)UND AND OUT OF MUD ) squash tXahs are Cut I t i 6' btger Itnert Ate depth at trio gist.. ypl�aly ths- joists owst be compfetefy braced end wall or sheathed additional loads can be placed ANN WATER (APPROXNATEUt •; s. 3/4' COx faun Ward is mated to ttJOO f'LF a vereCil fuse iransler. Typically t,eeo tar ainpte story t5 Narpsr saectior►ard tpwliet6 ritaSt be oortpatata wtb+'fMs lr<tp aavtl InSt$>fed afld Prt�Brty 1Wtled. area as in note 2 and to each on the system. 10' O.0 ► fi ations and second story ad two story appFcatians. 1 0•— 1. lX�rbie 3/4' CDX 6,- board arid single TJl Rim J*W are Tirnged io 2000 PLF.verfitstl bad trartislw. _ 2. Lateral sUength. Ow a braced joist. WWi#xxA this bracing. S. Ends of cantilevers require Typically used kx last slow y,of two nay apps carmns. end wall or an aaltWino deick.. bud&v sjdeway3 or (Olt over strut fines on both the top and t. t ?'4' Mit +oN tm° ! VL rim board w blodiirnq is limited to 5145 PlF vwNCel k►ae Irart6fer. � It ;� �4t �'' ` Must be estabWted at if3 is t* ft probably raider bottom flanges. ; wXor$trarrd' t SL tim board is limited to 3150 PLF fur 1 114' thidvtess. and 4000 PLF Ian "R ; ends of the tat. Tits can also constructioaJoads --like a 6. The flanges must retrain I iIr likkness. 13 be ae00(TIQ�tSlted by a teltt�O/ary twtxker and Or1d layer of . Straight Witten a 1018rattce OI Y. kr apoordatrce with some Widing codes, txar� or bkx*" �i be rueded alorlQl W &0 4 of au pet l beau waft arid al least C hx eirer 2S' thereaftar:-ihis urri0mot car'1 be salistri4d floc 1rwt0 or manent deck slwatkir unnf�ed sftttatl 112' front the true al ent. '^9 y 14 P� ) tg) �9• � blodiwtf� panels. Ccintwwous watt,sfreattarg, nx art�r metiwxl etloAreet by the Code: nailed to the first 4 feol 01 joists fit. pano4s or vertcal 2x4 (nun) squash bl"s on each sus of tho joisft-wtould bo,t+sid 1l0 ' POI.t't rtrw#.Ir lift' arpt�s nrle Z$`R for ti' r►i) �:_ eM `. g transfer vertical loads born bearing warts above 10 bearing wloi') in sddtitirt b wwb tMtwim(s � 2 at due end of the bay. i whon rdgwten 'few VW bo*W ad r=ef ! ► ai4 for tt+f sit+t�e6►errii.,. . STONE JOISTS AND BEAMS Ri VERTICAL ORIENTATION. • DO NOT STORE FLAT TA webs ro be cut to Iktes-or c~ f Rim 1 aY P+tbtn9 ventilation' ducts. T- Ji jais�! Natges can NOT be &A E, Akefabons wMicrollain- t_VL can be done 6* wide 'Prior consent kom Trus Joist Mad A�att Engkoer+ng. A. o 0 A3 a 0 O. ...+ c irina�tcte Keep largo Males art Cotner of span E ry See.. flare 18 Seel Note 18 " csa+rs Note i6, `t8 sec ltt NOTES FOR iAicioliarn' LVL a "P&touam PSL 4' y;e Nt ?► ; '; LL . t1c►1e harts et sue R nti:11. Products Attildef's Fuitfe or n tne;►+tlMSitrtl t of tA� (Ip7k1 x3 ,ti F n ,, .. ... .., DO NOT i Cut <x hatch T.Jt f� NOT cut, notch vc drill ' S GtiM requited distance Idotn st xxt 16.1lafVeis speerl,catly rtesi(1#4ed ter, su►�torartg of I.tAr9,09 MtcxoMa:n Mt 'aud'f'ataf�titPSL t f S gwes N't k flanges. holes in AAi otlam" t Vl � art : , f Iuls aftg cf are reutwrxt4emion artd avertable tot giveosizevt hole: ► cx Paralldtn P$L. t7. f;oturrttr caps at o mien required to provide- sulii�isrg t cv�IUr 1hi: ltte�m rNSitefiet. may+ This 's a srwer,' to true ft.sidehtret t'rrsit,rt is !, `ertHwr't Gul4e et►d(4f M "e ** �.r, r a t l r t h, r uPPI D a ,h' QV k i• '. . ott:au f!,,r SdtrtN rtc,or , t!l . tJ Xpwt ,rod trrr+biieatr.+nd ate 040orrtar s LA rws Jora fulact,"i r . a wr,trlwl 11.41 t two p. tlo+su, t t tt ,t Mrt,t .i aRl . em +A at tite 0 A