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BeamA2 Amerfiart • ' <br /> 20�5 2 nnoweoie Sioss Oes�pn MSZ: 0.67 <br /> NO7E: IDAD 7qBLE 2 pLIES 1J50 X 9.500 LP LY12900fb•2.OE DESIQI CRZTffitU1 � vsz: 0.50 � • <br /> i.TH�SCOMPONENTISDESIGNEDTOSUPPORTONLY DESIGN CONSISTS OF 2 - FL:aS FASTENED RSZ: 0.57 <br /> THE VERTICALLOADS SHOWN VERIFICATION OP NOTE: LOADS SF10WN ARE FOR INPUT lOAO CA5E(7). OTHER�OAD GASES TOGETHBR (RSFER TO NOTE5). � <br /> IOADiNG.DEFIECT10N LIMITATIONS.FRAMING FOR PATTERN LIVE LOAOING ARE CHECKED AS REOUIREP. I,rvg =,p7�p . 35 PSP � � <br /> MEfHODS.W IND AND SEISMIC BRACING.ANO OTMER (DIMENSIONS MEASURED fROM LEFT ENO OF SPAN OR CANTILEVER.) pp,� I,p�p . 17 PSP <br /> LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTAIBDTION SOURC6 TYPB TOPJSIDS 2AAD PROM TO LOhD LDT LABSL T'pTAI, Iq�D . 5y pgp <br /> TNERESPONSI&LITYOFTHEPRQIECTENGINEER YT-ZN-SX PT-IN-SX <br /> ORARCHITECT t7EtIpOxM PIAOR LZVa TOP 630 PLP 00-00-00 09-06-00 1.15 ROOP LEP7 SPAN Gxx. : �.00 t•P <br /> 2.PROVI�ERES7RAINTATSUPPORTSTOENSURE UNSrOaM PIAOR DBI�D TOP 306 PLP 00-00-00 09-06-00 0.90 ROOP RS6HT SPl1N CAFtR, ; 32.00 iR' <br /> LATERPLSTf$ILITY. WIIlOIW 881117 NSIGHT 10 PLP 00-00-00 09-06-00 0.90 <br /> 3.DO NOT CUT,N07CH OR�RILI�PLVL. Dqpy��.=���I� <br /> 4.SH�MALLBEARINGSFORFULLCONTACT. WARNINGNOTES: LIVS IAAD DSPL: L / 240 <br /> 5.VERIFYDIMENSIONSBEfORECUTTiNGLPLV� TOTAL LOM DLPL: L / 180 <br /> TO SIZE THIS COMPONENT DESIGN IS$PECIFICAILY FOR l�P ENGINEERE�WOOD PRODUCTS. <br /> 6.THIS lP LVl IS TO BE USED ASAROOF BEAM ONLY USE OF THIS DESIGN FOR ANYTMING OTNER THAN LP LVL OR LP LSl OR LP W015T5IS CODS COAIPLIAlICHS : <br /> MAKE PROVIS�ON FOR ADE�UATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION Of TNIS OOCUMENT REQUIRES RE41EW RBPORi M <br /> 7. MPftE SI N EDGE BR ING RE�UIRED AT BY A DESIGN PROFESSIONA�. APA pR-L280 <br /> 76'O.C.OR I�E5S. <br /> ZCC-HS BSR-2903 <br /> MINIMUM BEARING SIZES ARE SUPFIGENT TO PREVEN7 CRU5HWG OF THE LP lVi. Z,t.pBS RR-25783 <br /> DESIGN ASSUMES ALL`fOP'LOAOS ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF TME PROJECT ENGINEER. CQfC 11516-R <br /> APPLIED TO TOP EDGE OF LP LVL,SUCM THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS llorifla FL15228 <br /> LOAD 15 OISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTION5. <br /> ATTACH THE TWO PLIES WITH 2 ROWS OF 16d <br /> (3-7/2')NAIIS AT 12'OC.STAGGER ROWS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. <br /> NAI�S CAN BE DRNEN FROM ONE FACE OR HALP <br /> FROM EACH FACE. NAILS MAV BE COMMON OR THIS LVL BEAM HAS BEEN DESIGNEO?0 SUPPORT A 30p L8S CONCENTRATED <br /> BOX NAILS WITH A MINIMUM SHANK DIAMETER LOAD ACTWG OVER 2.5 X 25 FT(82S S�FTj <br /> OF 0.131". i6tl SINKERS(3714')MAY BE <br /> USED.BUT HALF MUS7 BE DRIVEN FROM <br /> EACH FACE. <br /> 12 <br /> � 91 <br /> 9.500 <br /> SRPPORT REACPIONS (28S): <br /> KAXIMCR! H SARZ N6 NIIMB SR �r - - <br /> 1 2 I 1.750 TM'THIS DRAWING IS NOT 7D$CAIE"' <br /> DOWN 4991 9491 3.500 <br /> L78LIYf _" "' <br /> CROSS SECTION <br /> �MIN 98AAII�}G SI2SS (TN-SX) <br /> 3- 0 3- 0 <br /> MAXIMOF!D�L6CII�iS <br /> CAI.C[7I.71T� AI.[qW.�eI.S <br /> LIVl3 IAAD 0.23"IL/481) 0.46" <br /> •DEAD IqAD 0.17" <br /> TOTAi. IMD 0.35^(L/320) 0.64" <br /> HandingBEtetli0n �a�sa���arrr,�s�.�vi.ana�-dasispec�ficaoms userNaes(usg�sresoasiaerormeaccurecydmmer�> Software Provided By: <br /> Temporeryena p.miane�i nncing iornold�ng comooneni Do noi c�t.nalcn.anu orairor�P SoilaSmn 45C,lvt aM IJmsts uu�ae�now� �"��"�� IBC 2012 <br /> a LP Engineered Wood Products <br /> plumb end�or resi5t�ng leterei forces ahal�Da tlaaignxE end��pubiisha0 mnienei fmm LP.Anyuae of LP Soi�tlSieA LSI,LVl end IJo��sta contnry 414 UtmOn$V9Ct.SUiI¢2000 <br /> �nstallad Oyo�nara Nc IoeEs eie io Do�pO��eG�o ihe to iAe limits settonh hereon,negetes enyerprosn wa}nntyof Ih�peoducl and lP N�Milie.TN 37219 <br /> component uo�d aner eu me fmmmg and festemng sn d�uiaims aN�mpiiee warrenaes+�Uuding Ihe�mcheC wartenties of ineronenieCii�ry <br /> comoieted.A�no t�me a�e!i toeas qrea�e�tnen deaiqn entl i�nness�m a uahicu�er use. PtlIXie 800.515J570 <br /> ioaas ea aov��ed to m�comoo�•m p� g��r�y�g <br /> F CO�YOF THIS ORAWING�S TG BE GIVEN W TME INSTAILINGCONTRACT�i <br /> Design Critaia <br /> T�e tles�gn enU matenel speeited sm m substanliei LP entl SoiidStan a�e rog�s:ema treCemarks o(LcwaianeFaciflc Corpontion �WG # <br /> tonfarm�.lywitl+��o leteal nv�x�ona o!NOS'D6e0 ioetl <br /> aeneciro��nnwa:eei�s�mam remo�ro:creev���e��oaa Cel.Prop 85 Wem;ng.Use attnm omduct meymsui�m expoaum ro wwA tluat,known <br /> detleuion Is insinn(eneoas <br /> 10 tne Ste�s ot GGtomre�o causa c�nce� SHEET # <br /> File:C:1Prograrn Files{x86)tLP\WoOtl-E Design12015.21W00DE.5PX <br />