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Beam C8 ' � <br /> Amerhart <br /> 20�52 .aueweoie siress Des�gn LOAD TABLE MSI: 0.66 <br /> rvOTE: 3 PL1E5 1.750 X 11.250 LPlV�2900Fb•2.0� neszca crurfficxn : vsi, o.ao <br /> 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY OESIGN CONSSSTS OF 3 - PL',ES FASTE,IED <br /> NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER IOAD CASE3 RSS: 0.67 <br /> THE VERTICAI.LOADS SHOW N VERIFICATION OF FOR PATTERN UVE LOADfNG ARE CHECKED AS REQUIRED. TOGcTHER IREFER TO N�TES i . ' <br /> LOADING.DEFLECTIpN�IMITATIONS.PRAM WG (DiMENSIONS MEASUREO FROM LEFT END OF SPAN OR CANTItEVER.� LSVB IQw ' 9� PSP <br /> METHODS.WINDANDSEISMICBRACING.ANDOTHER nEAD LO�D m IS FSP <br /> LATERALBRAGNGTHATISALWAYSREQUIREO�S DISTRIBDTZON 30URCE TYPB TOP/SIDE ZAAD PRO?S TO IA.1D LD7 L7�BEL TOTAL I.O.�D . 55 P3P <br /> THERESPONSIBIlITYOFTHEPR0.IECTENGINEER PT-ZN-SX PT-IN-SX <br /> ORARCHiTECT. WIIPORM SNOW LIV6 TOP 42Q BLP QO-00-00 14-06-00 1.15 <br /> 2PROVIDERESTRAiNTATSUPPORTSTOENSURE UNIpORM SNOW DEAD TOP 209 PLP 00-00-00 19-06-00 0.90 PLR LEFT SPAN CARlt, : 9.00 PT <br /> LATERALSTABIUTY. UNZpORlf FI.00R LIVB SZDB 160 PLP 00-00-DO 14-06-00 1.00 FLR RICH2 SPwN ('ARR. : 4.00 PT <br /> 3.DONOTCUT,N07CHORDRILLIPLVL. [R7ZPORiS NALL v6AD TOp 90 PLP 00-00-00 14-06-00 0.90 <br /> 4.SNIMALLBEARINGSFORFUILCONTACT. VNIpORM PLOOR DBAD SSDB 60 8LT 00-00-00 14-06-00 0.90 DSPLECfIOH QtI7'ERZA <br /> S.VERIFYDIMENSIONSBEFORECUTTINGLPLVL T7NIPOIW BBAM NSIC6T 17 PLP 00-00-00 19-06-00 0.90 LIVB IAAD DEPL� L / 490 <br /> TOSIZE. TO'fAL LOAD DEPL: L / 290 <br /> 6.TMIS LP LY��S TD BE USED AS Hfi00R BEAfd ONLY WARNMG NOTES: <br /> M E ON R I UT A CODE COMPLIANCBS ; <br /> &i O.C.OR LESS. THIS COMPONENT DESIGN IS SPECIFICALLV FOR L-P ENGINEERED WO00 PROOUCTS. RBPORT K <br /> USE OF THIS DESIGN FOR ANttHING OTHER THAN lP LVL OR LP LSL OR LP WOIST5IS pPA PR-L280 <br /> DESIGN ASSUMES AlL'TOP'LGADS ARE STRICTLY PROHIBITED.ANV MODIFICATION OF THIS DOCUMENT REqU1RE5 iiEViEW ICC-BS SSR-4403 <br /> APPLIED TO TOP EDGE OF LP LVL,SUCH THA7 BY A OES�GN PROFESSIONAL. LADBS RR-25783 <br /> LOAO IS OISTRIBUTED EQUALLY TO EACH PLY, CCMC 11518-R <br /> ATTACH TWO PLIES WITM 2 ROWS OF 1&1 MW iMUM BEARING SIZES ARE SUFFICIENT TO PREVENT GRUSHING OF TME l.P Lvl Flozida PL15228 <br /> (3-1/2'j NA4S AT t2'OC.FROM BEAM AS DESIGNED.IT IS THE RESPONSIBILITV OF THE PROJECT ENGINEER, <br /> ONE FACE ONLY. STAGGER ROWS.FLIP ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> BEAM AND ATTACM THE THIRD PLY W ITH 2 BEAM IS CAPABIE OF SUPPORTING THE REACTIONS. <br /> ROWS OF 78tl(3-tl2';NAILS AT 12"OC.TO <br /> THE UN•NAILED SI�E OF THE FIRST TNO ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> PUES. STAGGER ROWS.NAILS MAY BE <br /> COMMON OR BOX NAILS WITH A MINIMUM LP COMPONENTS ARE MANUFACTURED WI7HpUT CAMBER,THEREfORE IN <br /> SHANK DIAMETER OF 0.731'.i6tl SMKERS AOOITION TO COMPLYING WITH BUIIDING CODE DEFLECTION LIMITS <br /> 3-1t4" MAV BE USEO. OTHER DEF�ECTION CONSIDERATIONS SHOULD BE EVAWATED BY PROJECT <br /> DESIGNER.SUCN AS VIBRATION,80UNCE.AND AESTHETICS. <br /> THIS FLOOR FRAMING COMPONEN7 HAS BEEN DESIGNED WITH AN INPUT TOTAL <br /> LOAD OEFLECTION UMIT O�U24�.1PROVIDED BY THE LP CUSTOMER), <br /> THiS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TI�E PLOORS. <br /> � <br /> 1L 250 <br /> SQPPORT AEALTIONS (LBS1: <br /> MAXIMIM B E A R Z N G N Q M B E R "'THISORAWINGISNO7iOSCA�E"' <br /> 1 2 1.'75G <br /> DGWN 5843 5843 3.SOC <br /> ���' -" '— 5.25G <br /> CROSS SECTSOIJ <br /> MIN BEARIT7G SI285 (IN-SX) <br /> 2- 4 3- 0 <br /> lfA7fIMUM DHPLSCTIONS <br /> CAICU7ATED ALIaP(AB <br /> LN8 IqAt) 0.35"(L/191) 0.36 <br /> DFAD 7qqp 0.45" <br /> 7 <br /> HanUirgBEteclion L1�)SditlStartrtvLSI.LVLax11-Jei5t5patifitaoon5 Usallotgs(U5eri5re5ponsidefortheacc�racydC�esenote5) Software Provided B : <br /> y o`'i7't� IBC 2012 <br /> Tompor»rye�:Ope..a.en(Dmc�ngfornoltlinBcomppne�t ponotcutnol<�.d�llora�lArL.VSo11d5�aRlS�.LVLBnEIJoi9leexceptassnown LPEngineeredWoodProducts <br /> piump an�fo:res t'g ietemi forces anel!be Oesigned ana�n p�01 snaE mata�al lrom LP Any uso of�P So��ipStnR 15L,LV�en0 IJoista conlrery 414 UfkOn ShB�,$tYte Z000 <br /> tnsblietl oyotnen No ioeas are to ba aDO�'�ma Io tne to�he i�m�ta set lonn nereon,negetes anyezp2sa wamntycf��a proa�ct a�G LP <br /> o�oo�d�f��ri aue.au ihe r�m�og a�d m:�o���q aA m:oia�Ts.0��mPrAa wam�c�a:���wa�9 m.Imp!�ed w�rtcntiqs o{merttun4bitity Nasnviiie,TN 372t9 <br /> como�eiea at no ume sneu ioeda greater man cxsign ana 6inees Ior e pamwixruse Phme B0p.5157570 <br /> ioeas os ePo���se io me comPonen:. F�c 866.753.43b5 <br /> A CD?�OF THIS OM WlYG!S?O BE GIV E N TO TH£lNSTAlUNG CONTf3AC7pR <br /> Oesigi Cfiteria <br /> Tu aes�c��e�e me:e�ei spac�eea are��suas�anoa� �P A�a soi�estert o�e reg�siarec ireeame�s o{�ov�e�.�,.ao��rc co�o�eor, DW G # <br /> onlom,'nyw:in me��..e�esi re�ismns oi NOs.•Deaa mea <br /> denecuoo�r,u:,aes a�rusv.+em ta�:orlcr cieep.hu�ioen Cai vmv 6S wemmg�.Use ol m�is Proeum roayreswi�.+�apoaum to wooa C�at,soowo $HEET # <br /> aeBectron�s insteme�eous ro ma Sta;e o�Cabfom�e w cause ca�cer. <br /> File:C:1Program Files fx86)1LP1WOotl-E Design�207521W000E.5PX <br />