Laserfiche WebLink
BeamA3 Amerhart <br /> 2ot5: nuoweoie Stnes Daa�gn MSI: D.67 <br /> NOTE: LOnDTAB�E 2 PLIES 1.750 X 9.500 LPLVL2900Fb-2.OE oasirar ctux�u : vsx: D.So <br /> 1.THISCOMPONENTISOESIGNEDTOSUPPORTON�Y DESZGN C'JNSISTS OF 2 - PLIES FASTEN6D RSIt 0.57 <br /> THE VERTICAI.LOADS SNOWN VERIFICATION OP NOTE- lOAOS SHOWN ARE FOR INPUT LOAD CASE(i).OTHER LOAO CASES �,�HER (REFER TO NC7'E51. <br /> IOADING,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REOUIRED. i,Iyg yqAp . 35 PSP <br /> METHODS,WIND AND SEISMIC BRACING.fW D OTHER (DiMENSIONS MEASURED FROM LEFT END Of SPAN OR CANTILEVER.) D&1D YA�D � 17 PSF <br /> IATERAI BRACING THAT IS hL1NAYS REdU1RED 15 DISTRIBVTZOIi 300RC& TYPB TOP/SZDS L071D PROII 70 IAAD LDY LASEL TOTAI.LOaD � 57 PSP <br /> THE RESPONSIBILITYDF THE PRNECTENGINEER PT-ZDT-SX PT-IH-SX <br /> ORARCHITECT. IIxZrOwt PIAOR LIvB TOP 630 PLP 00-00-00 09-06-00 1.15 ROOP L�!SPAN CAWt. : 9.00 Pl <br /> 2.Pf20VIDERESTRAlNTATSUPPORTSTOENSURE ONLPORtt FLOOR DiAD TOP 306 PLP 00-00-00 09-06-00 0.90 RAOP RSC.'!iR' SPAN GRR. : 33.00 Pf <br /> IATERAl5TA81LRY t7N7[PORt� sEAtt WEIC87 10 PLT 00-00-00 09-06-00 0.90 <br /> 3.DO N07 CUL NOTCH OR DRILL LPLVL. DLPLSCl'ION CAITOiIw : <br /> 4.SHIMALLBEARINGSFORFULLCONTACT. WARNINGNOTES: LIVB L011D DBPL: L / 240 <br /> 5.VERIFYDIMENSIONSBEPORECUTTINGLPIVL TMAL 4W+� DBPL: L / 1B0 <br /> TO SIZE. THIS COMPONENT OESIGN IS SPECIFICALLY FOR l-V ENGINEERED WOOD PROOUCTS. <br /> 6.THIS LP LVL iS 70 BE.USED AS AROOP BEAM QNLY. USE OF TNIS�ESIGN FOR ANYTH�N6 OTNER TMAN LP LVl OR LP lSL OR LP IJOISTS IS CODH COMPLZAttCBS : <br /> MAKE PROVISIOtJ FOR ADE�UATE DRPJNAGE. S7RICRY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT RE�UIRES REVIEW RBPORT fi <br /> 7. PRESSI N E BR �N R UIR AT BY A DESIGN PROFESSIONAL. APA 8R-L280 <br /> 76'O.C.OR LESS. ICC-8S 65R-2903 <br /> MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF 7HE LP LVL LADBS RR-25783 <br /> DESIGN ASSUMES ALL'TOP'LOADS ARE BEAM AS DESIGNED.IT IS TME RESPONSIBIUTY OF THE PROJECT ENGINEER, CCMC 1151B-R <br /> APPIIED TO TOP EDGE OF LP LVL SUCH THAT ARCHITECT OR DESiGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Plorida PL15228 <br /> LQAD IS DISTRIBUTEO EOUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> ATTACH THE TWO PI�ES WITH 2 ROWS OF/8d <br /> (3-112')NAILS AT 12'OC.STAGGER ROWS. ANCHOR LP lVL ROOF BEAM SECUREIY TO BEARINGS OR MANGERS. <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HALF <br /> FROM EACH FACE. NAIIS MAV BE COMMON OR TNIS LVl BEAM MAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED <br /> BOX NhIIS WITH A AMNIMUM SHANK DIAMETER LOA�ACTING OVER 2.5 X 2.5 FT(625 SQ FT) <br /> OF 0.131". 16tl SINKERS(�1/4')MAY BE <br /> USEO.BUT HALF MUST BE DR�VEN FROM <br /> EACH FACE. <br /> 12 <br /> � 0 r <br /> °.500 <br /> SOPPORT RF.ACPZONS (LBS): <br /> MAXZMUId 8 BARI NG NIIDf 8 B R <br /> 1 2 1.75Q ^'THIS DRAWING IS NOT 70 SCALE"' <br /> D(AIIi �491 �491 3.500 <br /> ��� ^ROSS SECTION <br /> �BEMINC SIZE3 (IIl-SXJ <br /> 3- 0 3- 0 <br /> M7�XIMW!DHPLBCTION..9 <br /> CJ1i.CZJI.A1'� h[.I.GWABL6 <br /> LSVS LOAD 0.23•iL/481) 0.66° <br /> *DBAD I.071D 0.17" <br /> TOTwL I.WD 0.35^IL/320) 0.62" <br /> HandirgBE�eclion IPG�SdidS�2rW)ISL,lVl2rWl-JoiSlSpecificaUps UserNaes(Usaisresponsidefatheaccwxydmesenaes) Software Provided By �,.,,;,, <br /> 7cm n tDrec�n fornclein I IBC 2012 <br /> oo�ye� pe�,�e� q 9oomPo�e� rx�oiow�oion.e�umana��asoi�es�.nts�,tv�soai�o�si+•.�.pua:naw� LP EnginAered Wood ProduCts <br /> plump an�br ras�al�ng I�t�nl/o�Cse sne!�Ce O�a�gneG antl�n publi6MC r++atenal!mm LP.A�y uae o�LP SolidSurt LSL.Wl arM IJacla contmry 414 Unim Street,Swte2000 <br /> �neullea byciners No Ioe�!eA lo De sOD!�aC lo Ihe �o the fim�ta sai!orlh�ereon.r»gates enyeKDross wenentyof�M O�uc�end LP <br /> componem u�i�i aMe.ei+me�umi�g erM Iesien�n9 em auclsims an�mo��ed wa�nnnea incivaing Ihe imphotl v.artant�se ol m�rcnsnl�eioq N35MiIiC.TN 37218 <br /> comuietea 4i no!�i*w sneu ioaaa gn.�annan�e�ign a�a r�noaa ro�a panicuisruse. PhOne 800.515.7570 <br /> io.as ea.vW�ed w ine compo�.�t Fax 868.753 a38B <br /> Oesign C��lEna A COPYOF THIS ORAWING IS TO BE GIVEN W TNE INSTALIiNG CONTqACiOR <br /> Tne aos�gn ana maiene�apeclfoC eic��n subzlnnnal �p e�0 SoiiOSten an�is�end tmEemetics af touisiarul'eciFc Corpontion pW(�` # <br /> co�fom�ilywith Ine�atest n��aro�6 0�NDS'OeeO b�0 <br /> tleneciion incruaes sajusime��fector lor:�en�To�a1 ioaa Cel Pepp 65 Wem�n9.Vse o/INs D�tluC�mayn6W(in sMpoauro to wood tlual.hnown SHEET � <br /> a.necow�e��.sie�a�eoua ro tne Sfeta o(Ge1o..nia to c.uas unce� <br /> File:C:\Piogram Fiies(x86)V.P1Woo6-E Oes�gn�2015.2�WOODE.SPX <br />