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Beam B14 AmerhaA � <br /> 29!52 niio�,eiasere..oe:�g� ttSi: 0.37 <br /> NOTE: �OAD TAB�E 2 PLIES 1.500 X 9.500 LP LVL2900Fb-20� D$sirar cxxxffi+v. : vsx: 0.zs <br /> 1.THIS COMFONENT IS DESIGNED 7D SUPPORT ONLV NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1 OTHER LOAD CASES �ESIGN CONSISTS OF 2 - PLIES FRSTF„NED RSI: 0.37 <br /> THEVERTICAL.IOADSSHOWNVERIFICATIONOF ( �� TpGE':HER (REPER TO NOTES). • <br /> �OkoiNG.DEF�ECT�ON uMiTnT�OUS.FRAn,tING FOR pn77ERN uVE lOADiNG ARE CNECKED aS REQUiRED. . ' <br /> METHODS.VJIND AND SEISMIC BRACING,AND OTHER (DIMEh$IONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LZVS IqAD a 35 PSP <br /> DBAD IAl.D 17 PSP <br /> LATERALBRACWGTHATISALWAYSREQUlREDIS DISTRIBUTZON SOQRCB TYPS 70P/SZDS IqAD PROM TO LOAD LDP 5.1188L TfYP11L ipTD - 52 PSP <br /> THERESPONSI8ILITYpFTHEPRQIECTENGINEER PT-IN-SX TT-IN-SX <br /> OR ARCNITECT UNIPORM PLOOR LZVS TOP 110 PL!' 00-00-00 09-06-00 1.15 ROOi LEYf SPAt7 GRR. : 6.00 PT <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNIPORM w1�I.L oB�D TOP 130 PLF 00-DO-00 09-06-00 0.90 RODP RICBT SPAN CARR. : 6.00 Pf <br /> LATERALSTABILITY UNZpORIf FLOOR DSAD TOP 102 PLF 00-00-00 09-06-00 0.96 <br /> 3.DONOTCUT,NOTCHORDRiLLLPIVI. tInTIPORM 887�tt wEZGAT B PLF 00-00-00 09-06-00 0.90 DSPL8C1'I�i (RTTffitS1� : <br /> 4.SHIM ALLBEARINGS FOR FULL CONTACT LIVB LOAD OSl'Lf L / 240 <br /> 5.VERIFYOIMENSqNSBEFORECUTTINGLPlY1 WARNINGNOTES�. TOSAL LO1tD DStL: L / 180 <br /> TO 512E. <br /> 6.THIS LP LVL IS TO BE USED AS AROOF BEM7 ONLY THIS COMPONENT OESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. CODB COKPLZANCCS : <br /> MAKE PROVISION FOR ADEQUATE DRAINAGE. USE OF THIS DESIGN FOR ANYTHING OTHER THAN l.P LYl QR LP lSL OR�P iJ01STS IS RBPORT M <br /> Z M I N IN U� A STRICTLV GROHIBITED.ANY MODIKICATION OF THIS DOCUMENT REQUIR£S REVIEW APA PR-L280 <br /> EACH END Of COMPONEN7. BY A�ESIGN PROFESSIONAL. <br /> ICC•SS S3R-2403 <br /> LAD85 RR-25783 <br /> OESIGN ASSUMES ALL TOP'LOADS ARE MINIMUM BEARING SIZES ARE SUFFIGENT TO PREVENT CRUSHING OF THE LP WL CRdC 11518-R <br /> APPLIED TO TOP EOGE OF LP LVL,SUCH THAT BEAM AS DESIGNED.iT IS THE RESPONSIBIIITY OF THE PROJEC7 ENCaWEER, Florida PL15228 <br /> IOAD IS DISTRiBUTED E�UAIIY TO EACH PLY. ARCHiTECT OR DESIGNER TO VERtFV THAT 7ME SUPPORT STRUCTURE FOR THIS <br /> ATTACH TME 7W0 PLIES WITH 2 ROWS OF tOtl BEAM IS CAPABLE OF SUPPORTING THE REAC710N5. <br /> (3')NAILS AT 72'OC. STAGGER ROWS. � <br /> NAllS CAN BE DRIVEN FROM ONE FACE OR HA�F ANCHOR lP LVl ROOF BEAM SECURELY TO BEARINGS OR HANCaERS. <br /> FROM EACH FACE NAILS MAY BE COMMON OR <br /> BOX NAILS WITH A MINIMUM SHANK DIAMETER THIS LVL BEAM HAS BEEN DESIGNED TO SUPGORTA 3001BS CONCENTRATED <br /> OF 0.12'. LOAD ACTING OVER 2.5 X 2.5 FT(625 SO FT) <br /> 12 <br /> � 0 r <br /> 9.SOG <br /> SUPPOFT RPACP20N5 lLBSJ: <br /> Mh]�T[Rd B SARI NC NII2iBER <br /> 1 I 1.500 <br /> DOiIIi 2138 2138 3.00� <br /> ��� CROSS 56CTION <br /> MIN 88ARING SIZBS t2N-SX) <br /> 3- 0 3- 0 <br /> MAXIMiIIQ DBPLEClI�tS <br /> ChI.CUi,AT� AI.IC/W7�8LS <br /> LIVB LWD 0.09"IL/1236) 0.46" <br /> �DC71D L[]AD 0.15" 9- 6- 0 <br /> TOTAL I,OAD 0.19"(L/577) 0.62" '^THISDRAWINGISNOTTOSCALE"' <br /> HaMingBErecLm lP6dSdidStarKn�LSL.LVLantli-Jds�Specific�ms UsuNqes{UseriSrespa5ideftfUieaccurxydthaserotesl Software Provided By� ovi,.-,y <br /> T IBC 2Ci: <br /> mperery�a�q penna�em Gman�for nom�og componem Do nol:ul,�oich,dnll ornl�er LP So��d518rt�SL LJL entl IJoials�xC�D�aa a�own LP Engineered Wood Products <br /> piumb an0�orre��sting i�teml loicss shall be des��gneG anG��n puhi�s�ed metenai Irom LP Any use of LP SoliUSun LS�.LVL�rA IJoius conlary <br /> nsle11e0 DyoVlera No loeds eie to be eDc��ea to tne lo the lim��s vat tonh hs!eon.negetes anyexpiess werrentyo(ihe pmEuct and lP 414�JNpt$UBCL$I111E� <br /> campanom unFi aher eli me Iraming anE festemng ere ainc�a�ms a�l�mpiiae wa�nlies indWing iea�mD��ea wernmiw of morcnanubilrty NaSMille.TN 37219 <br /> GOmpla�pd A1 no liTo ih�l!10ltls gRlterlhen dsalgn amf tmeas for e pen�.r.�iar„se Pt�one 800.515J57q <br /> �oeGa 6e eppl+eC b�ne componanf. FaX 8�j.�$3.4�j <br /> D¢Siyn CfilE�ia A COPv pF TH;S ORAWING IS TO BE GIV EN 70 TNE INSTALLING CONTRACT�i <br /> ihe aeaign en0 me�ana�spec�ifee en+n subs4nbal �P e�a sa�nsun ere BAi:iaree��aoemoMa ot to�ta�e�e.vac��rc co�oaAuon. DWG � <br /> coniotmi�.Ywi�h Ine�atasl mvision5 of NOS'Dead Iped <br /> eaeecron'�ocwcee aejus�ma�t ractmio�cree�iaia+ioea Ca�Gm0 65 Waming use o�ih�s pioCucl muymaNt in eapoaure io wood tluaC,krww $HEET 3i <br /> tlefiection,a�ns:enleneous to Ma Steta ol Cal��}omaa ta ceuae cencer. _ <br /> Fi1e:C:\Program Files(HB6)\LP\Wootl-E Desigo120152�W00DE.SPX <br />