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HomeMy WebLinkAbout0367.97.14FIOOC FCainin(g Information (Form No. 581 USF) 5,94 ' I )Tjxp art �- tr • 2x4 min. 3/4• CDX TYPICAL �?' SYSTEM plucking � �' pane! ,quash blocks plywood rem TJI rim � rr _�_......r�� .� f0 A board joist ra � � � Bearing C plate :fir .. ° " one 8d nail ! a How /each side of — 3board M i TJI at bearing (typical). Toe -1400 tP 3/4' CDX dricrol{am LVL Microllam LVL j oists. E pl�r wood ^ or Ttrrhb•1Strand LSl bo«d A3 A4 rim board See Notes 1, 2, 3 O See Notes 4 5 O See Notes 4 6 O See Notes 1, 7 O O See Notes 7, 8 A Bloctinq poneis used Load bearing Blocking load bearing Cloacae J for wirer bracing wall From panty woM from 2x4 Hain. Closure \' 1 when required above \ above h blocks A ' A4 E O� H2 Blocking as 3/4 CDX Hearing plate Pam K H1 plywood rem 3 1/Y wide minimum L3 Web StAfenas 81 board of interior support 82 See Notes 2, 9 O See Notes 2, 3 O See Notes 5, 10 O See Notes 2, 4 E1 Note 2 and Detail K H4' -Or length of 3/4' CDX 1'- T length of 3/4' 'DX 6' length of TJI Joist reinforcement 12' length of 12" length of reinforcing on one side reinforcing on both sides with fi". Use 4' lengths at 3/4� CDX 3/4• X m 9 1/Y and 11 71fr depth reintorcin? reirtforcing 10 �, � lasts. on one side on both sides See Warning r/ ` Notes below C3 O IMax. k 5 1 2' - U + Max. — t Max. j" Mox. Braced end +n (D2 E3 E4 E5 E6 wall. See See Notes 2, 4 O See Notes 2, 4 O See Notes 2, 11 O See Notes 2, 4 O See Notes 2, 4 Al Note 3 below LOAD HEARING CA14TILEVER RETAILS DETAIL E2, E3 DETAIL E4 DETAIL E5, E6 A 0 C c - -�� �[ _ See hole charts, In the Residential Products c - - -_ -- " - - -- A r-o a r-o r Builder's Guide or Spscifer's Guide, for allowable c Marc amt web holes and required distances from support. �1 4'-d' A -A s'_ -d 8 -B }1� C -C -- — -- 4' rT for I) 1/2' and 11 7/8 3/4' X fler COX plywood reinforcement Jaw eels'" matching the TJI joist depth. face grain Attach TJI Joist: rekdorrasrr-A 3/� X rokofforocling. CDX plywood I ' u horizontal. Attach with 8d rails d 6' o c., with 3 rove of 10d nails at S' o.c. bd nail at each comer. one WARNING JOBSITE STORAGE see as required when reinforcing bath sides. s .bagger nails to to „tr, f�l«* and c,1f,� j x H see Details E1 through E6. Quad fO1� S•. flab 4. V, au ugh >prttxr9 tlmr9es• See Note 4. i Sw Note 11. , • PROTECT (COVER) JOISTS FROM C3 N Top mount Bucker block, install tight to Hearing plate. Solid block post toads from j JOISTS ARE UNSTABLE EXTENDED EXPOSURE TO SUN AND J ganger bottom flange at tote Trod hanger Flush plate with above to bearing plate below. UNTIL BRACED LATERALLY WATER. »- inside face of t Double woH and boom - Cr. -joist as BRACING INCLUDES: - -- - j i r.Qwt.e ) / - -- - -` - - • BLOCKING AND HANGERS :_ \ Is STRUT LINES I �" 1 I l 1 f ills D -D DU NOT Slack buhlding I I I I 1 I Face nail Nock DO NOT allow workers • SHEATHING 1 I I t0 Welk Oil SlS until materials Or1 unsheathed joists. I l I � � hanger Bucker block, Install �'� �� web , Stack Only over beams or walls. / r` Face nail hanger tight to top flanges at sufferlei* with 2 -6d I ' braced. INJURY MAY ,, with web stiffeners Hale and clr�st RESULT. See Notes 1, 2 See Note 4 j - ( tT l @top mount hongen. H3 flee 3 -tad thoM trlM1 °' See Notes 12, 15 18 See Notes 12, 13, 14 See Note 15 See Note S & 3 below ,� i j it \ i � � NOTES FOR TYPICAL FLOOR FRAMING DETAILS � WARNING NOTES: ` i 1. 1 3.4" rnuanarm end t�an0g is requaed for all Resdenlral l+r+st apphcatrons 3 112' mini nom 11. Ilse 6' length of T ll ,last far rerntorcement wr;h same "th filler, srcept at 9 112' and 11 718' LA_ Lack of concern for o br...t,.., curr,.,. construction can result In f acing � baarurg is requneci when jnrsls are continuous over intern erUate srK3xwls clej>Jh joists Where 4' length or tJl Joist and h8 @( ale suMraertl Anach TJI Jost rembrgrtNnt to I i serious accidents. Under normal conditions If till following guldellnes are .� % tie 2. Blocking panels air, made of st,nrt paces of Tit' Joists of MIcioNam- t vl that are cut to joist web with 3 rows of 10d narfss at 6'o c clinched (2 rows with 9 11 and 11 718' depth piste). observed, accidents will be avoided. % :n hl between joists At a bearing that is skewed to the joists, docking partefs are Intended to be For material, see chart below /�.. . l skew Cut with the panel krngth adjusted to provide full ca+rtact with the jails 12. Web stiffeners are required lor lateral support or the joist N 1M sides of the hanger do real extend i 1 1 11 Just bloc* 9 panels are Innrt.,-d to ?(M PI F of vertical load transfer to at least the nwddle of the top flange f 4. COX for riot board, re+rdotctng or oosure called otd on this plotter form refers to 3N" CDX plywood 13 Filler blocks Nail with 10" 10d nails (3 112" 16d nark from each side for TAS5 series Joists) 1. All blOctjrlg, hangers and rem 3. Temporary Strut areas of 1 x 4 4. Sheathing must be totally . USE'STICKEnS AOEOUATE or other 314" a donor gratis APA 4$x24 rated sheath+rg oral is cut to match the lull depth d the joist For mar @Hats, see chart below ' TO KEEP "STS AWNS , joists at the end supports of (rehire) must be nailed to a attached to each joist before GROUNO AlWO OUT t v 5. Vertical 2x4 (min) squash lair i+� are crrt tr 16' longer than the depth of lire joist 14. Backer blacks Typically attached with 10 1(kf Wads For materials, sty chart below If* joists must be completely braced and wall or sheathed additional bads can be placed ANO WATER (APPROXIMATELY a 6.3;4' CDX Firm board is Unified to 1000 PI F of vertical load Iransler Typically used for single stay 1S. Banger setedron and nailing must be compatible with few application. � 1 installed and properly nailed, area as in note 2 and to each on the system. to- oc l �Ift apftlications and second story of two story afoications I 2. Lateral Strength, like a braced joist. Without INS bracing, 5. Ends of cantilevers require I" 7. Double 314' COX rim hard and single TJI Rim Joist are krmled to 2000 PLF vertical toad transfer. Iyj,"lly used for first sttxy of two story apprcatians end wall or an existing deck, buckling sideways or roll over Strut tines on both Itve top and S. 1 3r4' Mlcrollam" 1 VI rim board at htodt rs INnwted to 5145 PI F vHnc�al load transfer rr`g ►Z'A � must be established at the is highly probably under light bottom flanges TrnrberStiand' i St rink board is Unnled to 3450 PLF tar 1 114' thKikness and 4000 P E4 11 2x6 2x` 2x' + 112' LF for Y! , ends of the bay. This can also construction loads —like a 6. The flanges nxlst remain 1 ,12' th,ckness 142 13 — 1 118• ere, 2>0 . 1R' 2 ! be accomplished by a temporary worker and one layer of straight within a tolerance of 9 In accordance w+ut corns torra +lnrg cases, bracing or blocking may he neoded along the first 4' of all net pNv ooa t bearu g walls and al least 4 for every 25 IhefOdt1W I his requirement can be satisfied by usitV or permanent deck (sheathing) unnailed sheathing. 1/2' from the true alignment. H2 14 172' or s18' 314' 1' not nailed to the hrsl 4 feet of aisle bloc kitV panels, eonbiructus wall shealhrng. or any mellrod allowed by the code. ptyw� Wyw — I 10. Hkxianp panels o+ vertical 1x4 (nnn) Squish docks on each side of the paws shoubd be used (to at the and of the bay. transfer vertical loads from beanng walls above to bearing below) oft addition to web sUfFensts ' roc 9 1/2, and 11 719' depths use 2x6's. br 14' end 16' dep•a use 2xtrh's -- + For 9 IR' and it 7fflr depto use 2x6s. for 14' and 19' dsphs use 2x9'. when required required • STORE JOISTS AND BEAMS IN 'FrMer end eacfrwr block Wngft sttocAd anoorrvttodals 'p`"rb ro&q wtewM spirsrq VERTICAL OR►ENTATION • DO NOT STORE Ft AT TJI joist webs may be cut to accept plumbing lines or + - ventilation ducts. TJI joist flanges can NO 17 be cut Alterations to Mlcrollaln" LVL can be done only with ' prior consent from Tius Joist MacMillan Engineering. 0- W O O O hang.. Top mount • 0 �� >�, � `� •.. woos goal with O a C I \ Foce nail column cop j (r�rnmal hanger Protect wood in Steel st i tv direct contact with f� I Keep large holes at center of span EGO t. t See Nate 18 L7 O L3 L4 L_5 rN See hJu +e 18 O See Note 16, 18 concrete. O See Note 18 See Note 17, 18 I H(rle charts in the Residential Products Bufldef's GLIKle Or © NOTES FOR Microtlam' LVL or Parallum• PSL Bearmy lerrglh r5 ih9 minimum required assuming full width support with lbw tength Slsecifier's Guide rues required distance (rCxn su ,art DO NOT cut w rhotch T.11 DO NOT cut, notch or drill �" measufed in the (krectrorr of the span I g y ) ► 16 Ilargers spr:c,hc.,lly dos+glied for supiourturq Or h,u+gurg M+crollaai LVb aril ParaNant PSl mMnben, lot a given size of hole joiisl flanges holes in Mjcrotiain•" LVL to See Sjrerther's Guide far multipe rnunrtwr cdrtirtg pattern Fof side loaded rrwrgrple i . ate cell 0r0nrerKicrd a0d rv,idad© ' Or Parallam f'St 1 T. ('014111+0 caps are "Iten ret(urfW1 io lwookle strll+taenl hearing tot 0- beam or girder adddnNral Harting or txdlehy may t>d callused I I Mrcxoll,un' Patrallar t , Scent Floor . Iii , IJ Xlwrl' drrd lurrtx r ilrarwl are ltadvnrdrks ul lfua kmf Mack"311. a 1uru1614111mlOwsh +p. tloa.,. Id-tho This 14 . supplement to the Residential Products Specilier's Guide and/or Builder s Guide ttiA k i A a!