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Beam C4 Ame�art <br /> 4G�52 AuowobleSwssDesig� MSZ: 0.49 <br /> NOTE: LOAD TABLE 2 PLIES 1.750 X 9.500 LP LYL2900Fb-2.OE DESScrr cxxr�tu : <br /> t.TMISCOMPONENTISDESIGNED'fUSUPPORTONIY pESIGN CONSSSTS OF 2 - PLSES ASTEPIF.D VSI: 0.36 <br /> THE VERTiCALLOA�S SHOVJN VERIFICATION OF NOTE' LOADS SHOWN ARE FOR INPUT l.OAD CASE(t). OTHER LOAD CASES RSI: D.98 , <br /> FOR PAT?ERN LIVE LOADING ARE CHECKED AS RE�UIRED. TOG6THER (REFER TO NOTES). • <br /> IOADING.DEFLECTtON LiMRATIOnIS.FRAMING (DIMENSIONS MEASURED FROM�EFT END OF SPAN OR CANTILEVER.) L=`/8 �� • a0 rS[+ <br /> MEfHODS.WINDANDSEISMICBRACING.ANDOTHEf7 D6�D ]AAD . 15 PSF <br /> LATERALBRACINGTHATISALWAYSREOU�REDIS DISTRIBQTION SOIIRCB TYPB TOP)SIDS IAAD FROM TO IAAD LDP I.ASBL T02AL LCUD . 55 PSP <br /> THERESPt7NS181LITYOFTHEPROJECTENGWEER PT-ZN-SX PT-ZM-SX <br /> ORARCHITECT LJiIIFO&M PLOOR LZVS TOP 360 YLF 00-00-00 09-06-00 1.00 <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNZPORM PLOOR DBAD TOP 135 PLP 00-00-00 09-06-OD 0.90 PLR I.aFf SPAN CARR. : 18.Q0 FT <br /> LATERALSTABILITY, UNZPORM WALL DBAD TOP 90 PLP 00-00-00 09-06-00 0.90 PLR RIGHT SPAH C.VtR. : 0.00 FT <br /> 3.DONOTCUT.NOTCHORDRILLLPLVL. ONIpORM BBAM vJ82GHT 30 PLF 00-00-00 0➢-06-p0 0.90 <br /> 4.SMIMALLBEARINGSFORFULLCONTACT. CONCHNTRATBD PIAOR LN8 TOP 3536 LBS 00-DO-OOMZNBRG.3.00" 1.00 DSPLBCTIQN CRZTSRIA : <br /> S.VERIFYOIMENS{ONSBEFORECUTTINGLPLV� CONCSlITRATBD PLOOR D&AD TOP 1336 LBS 00-00-OOMSNBRG�3.00" U.90 LIVB IAaD DEPL: L / 360 <br /> TO SIZE. CONCSti1'RATED tLOOR LIVS TOP 3536 LBS 09-06-OOIdZNBRG.3.00" 1.00 TOTAL LOAD DEPL: L / 240 <br /> B.THIS LP LVL IS TO BE USE�AS AFl00R BEAM ONI.Y. Cp2iCatiTRl.TBD PLOOx DFaD TOP 1326 i.aS 09-06-OOMINBRG�3.00" 0.90 <br /> 7.COMPRESSION EDGE BR IN RE UIRED AT COD& COMPLIANCBS : <br /> EACH END OF COMPONENT. WARNING NOTES: RHPORT J{ <br /> APA PR-L280 <br /> DESIGN ASSUMES AlL"TOP'LOAOS ARE TH�S COMPONENT DESIGN IS SPECIFtCAILV FOR LA ENGINEEREO WOOD PRODUCTS. ICC-ES ESR-Z403 <br /> APPIIED TO TOP EDGE OF LP lVl,SUCH TFiAT USE Of THIS DES�GN FOR ANYTHING O7HER THAN LP LYL OR LP lSL OR lP IJOISTS IS LADBS RR-25783 <br /> IOAD IS DISTRIBUTED EQUALLY TO EACH PLv. STRICTIY PROHI6ITED.ANY MODIFICATION OF THIS DOCUMENT RE�UlRES REVIEW COtC 115 iB-R <br /> ATTACH THE TWO PLIES W ITH 2 ROWS OF 16d BY A DESIGN PROFE5510NA1.. Florida PL15228 <br /> (3•V2')NAIL$AT 72'OC.STAGGER ROWS. <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HALP PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITV. <br /> FROM EACH FACE. NAILS MAV BE COMMON OR <br /> BOX NAIIS WiTH A MINIMUM SHANK DiAMETER MINIMUM BEARWG SiZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE lP LVl <br /> OF 0.131'. 76d SINKERS(3v4')MnY BE BEAM AS DESiGNED.IT IS THE RESPONSIBILITY Of THE PROJECT ENGINEER. <br /> USEO,BUT HALF MUST BE DRIVEN FROM ARCHITEGT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> CONCENTRATEOLOADSMUSTBEE�UALLY <br /> DISTRIBUTED TO A1L PLIE3. ADDITIONAL ANCHOR LP LVL F�OOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> FA TENERS MAY BE REOUIRED. <br /> BEARING i REOUIRES RIM BOARD,FULL-DEPTH BLOCKING,SOUASN BLOCKS OR <br /> OTHER DEVICE TO BE DESIGNED AND INSTAIIED TO TRANSFER 2193 LBS. <br /> BEARING 2 RE�UIRES RIM BOARO,FUII•DEPTH BLQCKING,SOUASH BLOCKS OR <br /> OTHER DEVICE TO BE DESIGNED AND INSTALLED TO TRANSFER 2195 LBS. <br /> -'F <br /> SVPPORT REaCP20NS (I8S): 9.500 <br /> MaXER[A! 88ARI NG NQMB E R -jc <br /> 1 2 I 1.750 "`THIS DRAW ING IS NO7 TO SCALE"' <br /> D(XPN 7686 7686 3.500 <br /> IIPL3'YI "' "' <br /> CROSS SECIION <br /> DD�?I BSAA.'L2� SYZSS IIN-SX) <br /> 3- 0 3- 0 <br /> MAICIPfIRd DBPLBCPZONS <br /> CJ�I.CIR.aT� HI.I10YVAHLB <br /> LIVS IAAD 0.13"(L/891) 0.31" <br /> •DE7�D IqAD 0.13" <br /> TOTAL LOAD 0.22"(Ll509) 0.46" <br /> N�a�r�aErecti«, �a�sa�aS��u�s�..�vtar�i•�asi5oec�ecaoms UserNaces(UserasresponsideiorNeaccwacydNesenaes} SoftwareProvidedBy: <br /> o„nn� iac zoiz <br /> Tsmpprery atM pe+ne�ent bmc�ng fornoltl�nq Compo�o�l Go.�oi cut.�.ott�+,anli or elier LP SolidSten LSL,1V1,end iJoieie axcept ae ehown �P Engineered Wood Products <br /> piumc ena�or res,si�ng ia�e�ai to�cea ana�i be Oce�q�en ena m p�0iibhed matanal from�P Any use o(LP Sai�tlSlen 151.LVL enC�JO�sts COMqry <br /> inatelied by oUars Na ioacs sre to Ge eppi�e4 ro the io the I!mlu sa;fonn�e�eon,naga!e eny axpress wansntyof I�e prodUr,t and LC 4�4 UnOn StrE¢i.SU[e2000 <br /> omponenl vnpi eRe�en�ha lraming erw lesion�ng e+e a�ecR.�ms eu�monea we�,amiea�naod�ng me imp��ea wn'remros or m.rcn.n�nmety NasMille,TN 3TZt9 <br /> omDleletl.Al rto Ume snel4loeEa gme�erlhan Ceeign antl f�tnesa fcr e pemwiarausc r� Phone 800.575.�570 <br /> loeds be�OP��ed:o±hp compOnpM Faz 8E6]53.4369 <br /> A COP��=i MIS ORA W I NG I S'O 9E GIV E'N W TME INSTALLING CONTRACTOR <br /> Design Crit�ia <br /> rne des�gn ena m.oiena�speafea ar�m s�os�entm� lF ena Smia5tan em regis�ered bademarks ot Lows�aneFanrc Corponuon DWCi # <br /> on#Oiliilt�w�lh ihb l9�esl Avi8i0n5 0(NDS'Oeatl 1094 <br /> oa�iedion�ncioaea eojustmam foc:or/or cnao.T tal loea Cei?mo 65 Weming Use ot this prod�ci mey!esw�in e.poavre lo wood dus1.krown <br /> de0emwn u insiemaneous. ro me St+�a o�car�o"„a�o ca�se ceoce� SHEET # <br /> File:C:\Program Piles(x66)tLP\Wootl-E De5ign1207521W000E.SPX <br />