Laserfiche WebLink
Beam C1 Amerhart <br /> NOTE: Za�52 nlioweble S�mes Dns�gn LOAD TABLE 2 PLIES 1J50 X 9.500 lP LVL2900Fb-2.OE DBSIGN (RITffitiA : �SI: D.89 <br /> VSI: 0.65 <br /> t.THIS COMPONENT IS DESIGNED i0 SUPPORT ONLY NOTE: lOP.05 SHOWN ARE fOR INPUT�OAD CASE 1. OTHER LOAD CASES DESIGh CONSISTS OF 2 - PLIES FAST&NED RSI: 0.83 <br /> THEVERTICALLOADSSNOWNVERIFICA710NOf � TUGoTHER (REFBR TO NOTES). <br /> LOADING,DEFLECTION IIMRAT�ONS.FRAMING FOR PATTERN lNE LOADING ARE CHECKED AS RE� IRED. y� I,p�p . q0 PSF <br /> METHODS,WIND ANO SEISMIC BRACING.AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DBAB IQAD - 15 PSF <br /> tATERAL BRACING TNAT IS ALWAYS RE�UIRED IS DI3TRISUTSON SOIIRCB TYPE TOP/SIDB LOAD PA@Q TO LOAD LDF LA88L TVTAL I.OAD � 55 PSF <br /> THERESPONSIBILITYOF7HEPROJECTENGINEER tT-IN-SX 1T-IN-SX <br /> OR ARCHITECT. tlNIPORM PI.00R LZVB TOP 700 FLP 00-00-DO 30-00-00 1.00 <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNZPORM PLOOR DEAD TOP 263 PLP 00-00-00 10-00-00 0.90 FLR t.BFf SPAN CNtR. : 14.00 PT <br /> LATERALSTPBILITV ONIPORti NALL DSAD TOP 60 PLF 00-00-00 10-00-00 0.90 PLR RIGHT SPAH ChPR. : 21.00 Ff <br /> 3.�ONOTCUT.NOTCHORDRILLIPLVL. UNIPORM HBatt WSZGHT 10 PLP 00-00-00 10-00-00 0.90 <br /> 4.SHIMALLBEARINGSFORFULLCONTACT. CONCSNTRATSD PIAOR LIVB TOP 5002 LBS 00-00-OOMINBRG�3.00" 1.00 Dg��'I�'1 �IT�U � <br /> 5.VERIFYDIMENSIONSBEFORECUTTINGLPLVI CONCENTRA2ED YLOOR DEaD TOP 1876 LBS 00-00-OOMZNBRG.3.00" 0.40 LIVE IAAD DBPL: L / 360 <br /> 10 SIZE. CONCENTSUTSD FLOOR LIVB TOP 5716 LBS 10-00-OOMINBAG�3.00" 1.00 TOTAL LOAD D6FL: L / 240 <br /> 6.THISLPLV�ISTOBEUSEDASAFl00R0EAMONLY CONCSNTRATSD PtAOR DBAD TOP 2143 LHS 10-00-OOMZNHAC,.3.00" 0.90 <br /> 7. OMPRE I N E E B IN RE UI ED A CODa COMPLIANCBS : <br /> 50'O.C.OR LESS. WARNING NOTES. R$p�RY M <br /> APA PR-L280 <br /> DESiGN ASSUMES ALL'iOP'LOADS ARE THIS COMPONENT OESIGN IS SPECIFICALLY FOR L-A ENGINEERED WOOD PROOUCTS. ZCC-SS 65R-24 D 3 <br /> APPLIED TO TOP EDGE OF LP lVL SUCH THAT USE OF THIS�ESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOiSTS IS I.ADBS RR-25783 <br /> IOAD IS DISTRIBUTED EOUAILY TO EACH PLY. STRICTLY PROHI8ITED.ANY MODIFICATIOH OF THIS DOCUMEHT RE�UIRES REVIEW CQlG 11518-A <br /> ATTACM THE TWO PIIES WITH 2 ROWS OF t6d BY A DESIGN PROFESSIONAL. Plorlda TL15238 <br /> (37l2')NAILS AT 12'OC.STAGGER ROWS. <br /> NAILS CAN BE ORIVEN FROM ONE FACE OR HALF PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILIN. <br /> FROM EACN FACE.NAILS MAY BE COMPdON OR <br /> BOX NAtiS WITH A MINIMUM SMANK DIAMETER MINIMUM BEARING SIZES ARE 5UFFICIENT TO PREVENT CRUSHING OF TNE lP LVL <br /> OF 0.131'. 16tl SINKERS(31l4")MAY BE BEAM AS DESIGNEO.IT IS THE RESPONSIBIUTY OF THE PROJECT ENGINEER. <br /> USED,BUT HALF MUST BE DRIVEN FROM ARCHITECT OR DESIGNER TO VERIFV THAT THE SUPPORT STRUCTURE FOR THIS <br /> BEAM IS CAPABIE OF SUPPORTING THE REACTIONS. <br /> CONCENTRATED LOADS MUST BE EQUALLY <br /> DISTRIBUTED TO ALL PLIES.ADOITIONAL ANCHOR LP LVL ROOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> FASTENERS MAY BE RE UIRED. <br /> BEARING 1 REOUIRES RIM BOARD,FULL-DEPTH BLOCKING,SQUASH BLOCKS OR <br /> OTHER DEVICE TO BE DESIGNED AND INSTALLED TO TRANSFER 3320 LBS. <br /> BEARING 2 RE�UIRES RIM BOARD,FULL-DEPTH BLOCKING.S�UASH BLOCKS OR <br /> OTHER DEVICE TO BE DESIGNED AND INSTAILED TO TRANSFER 6301 L85. <br /> THIS FLOOR FRAMING COMPONENT HAS BEEN OESIGNED WITH AN INPUT TOTAI <br /> LOAD DEFLECTION LIMIT OF U240.(PRpVIDEO BY THE LP CUSTOMER). <br /> THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC 71LE FLOORS. <br /> � <br /> 9.500 <br /> SQPPOAT RBACfI0N5 (I.BS1: <br /> MaXIMQM 8 SAR I NG NIIIiB ER - " <br /> 1 2 i.'750 "'THIS DRAWING IS NOT TO SCALE"' <br /> DtlWN 12038 13019 3.500 <br /> ��� CR�SS SECTION <br /> MCN HBAR.II�G S2Z85 (IN-SX) <br /> 6- 0 6- 0 <br /> M7UCIMDM DSPLBCPIONS <br /> GI.CTA.AT� 11I.Z�OiIA8L8 <br /> L1V8 I.OAD 0.38"IL/901) 0.32" <br /> •DBrD IAnD 0.20" <br /> TOTAL IAAD 0.42"IL/�72) 0.47" <br /> Hantling&ErecOm IPTJSdidStartlf�LSl,lVlarWl-Jd5t5pecifit�orts UserNotes(U5eri5re5pauideforfheacc�aacydC�esenofe5) Software Provided By: o,,,�.,� <br /> iac zot2 <br /> iemuoroyena panne�am dmn�g�ornoiainq componem 09 not cm.notch.Enll o�allerLP SohdSleri LSL.LVL anE IJoials exc�D�as shown LP Engineered Wood Products <br /> piuma ena for�es��s��ng ie�erei ro�cea ahs�i b•e•s�gned erfd�n DUCl�anatl melone�fiom lP.Any u6e o�LP So��OStDtI lSL.I`1L enC IJoiat�con�mry qtq U�don SVeet Sute200b <br /> nalellaC OyolhaB. No IoeGa e*e Ia be e9V��BC Io t�e �o tne��ml�a sei fonn no�eon,nag.�xs e.,y exo�sa wanemyo�ihe D�tl�ct enn LP <br /> componaM�mn aNer eli�na i�em���g.nd�.ntenin9 are ti�cGleims e�l��mpiietl wartaniies inc�ud�ng�he�mplis0 wemntiss ol m�2Mnpbilily NaShville,TN 37219 <br /> completed.At no time s�ail ianas g�ea�e�ina�aesig� ena��tnesa b�a panicuie�use Pho�B 800.515.75T0 <br /> Icsdz be eppliao b Ihs Gompone F� �'�`�'4� <br /> A COP'+OF TNIS DRAWING IS TO BE GIVEN 10 THE INSTAIUNG GONTRnCTOR <br /> �CSIQf1 CfilMia <br /> The Oes�g�ew ms�enai spec�.Fad ere�n subsfenba� �P antl So��dSten are reg�s�eied inEemeMa o�Lo��sisnaPecfic Corponfon pWG tj <br /> Lonfom+ilyw�lh the�slq3�Avis�on�O(NO$'�Oatl lo�� <br /> da0ecoon mci�aes sajuslmem�aclorforcrvep.t W lo�tl Cal.Cro065 W�mmg Uaeolthis proa�n mayresu�t�n o.pas�re io wood a��at.k�own $HEET # <br /> d�flec��o�.�.s ir.s:en�eneaua l0�RB Sid(0 01 CD1110T�8 t0 GlU3!GPnLB� <br /> File:C:1Program Fi1es(xB6)LLP\Wooa-E Design12015.2�W00DE.SPX , <br />