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Beam#2 Amerhart <br /> ____ ---- __._ — -- – -- --- --------- -- _._ —____- __ <br /> 2015.2 AllowaDie SVess Oesign ���� � MSI�: 0.91 <br /> NOTE LOAD TABLE 2 PUES 1.750 X 9.500 LP LVL2900Fb 2 OE nESzca aurr.nsr VSI: 0.62 <br /> 1 THISCOMPONENTISDESIGNEDTDSUPPORTONLY DESIGN CONSISTS OF 2 PLZF,S r^ASTENED RSI: 0.67 <br /> THE VERTICALLQADS SHOWN VERIFICATION OF NOTE LQADS SHOWN ARE fOR INPUT LOAD CASE(1) OTMER LOAD CASES TOGETHER (REFER TO NOTE51 . <br /> LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN UVF LOADWG ARE CHECKED AS RE�UIRED. I,ry� �p a 40 PSF <br /> METHODS,WIND AND SEISMIC BRACINGAND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DErD LOnD = 15 PSP � <br /> LATERALBRACINGTHATISALN/AYSRE�UIREDIS DISTRIBUTION SOURCS TYPB 'f0P/SZDE LOAD FROM TO LOAD LDP LAHEL TOTAL I411U = 55 PSP <br /> THERESPONSI&lJTYOFTHEPROJECTENGWEER FT-ix-SX 77-IN-SX <br /> ORARCHITECT. UNIFORM YLOOR LIVE TOP 580 PLF 00-00-00 10-09-00 1.00 <br /> 2 PROVIDERESTRAINTATSUPPORTSTOENSURE UNIFORM FLOOR D&AD TOP 218 PLP 00-00-00 10-09-00 0.90 FLR LEPT SPAN CJ�RR. : 25.00 PY <br /> IATERALSTABILITY UNIFOxM WJ�I.L DEA� TOP 80 PLP 00-00-00 10-09-00 0.90 eLa rslGerc Setal CNut. : 9.00 Fc - <br /> 3.DONOTCUT,NOTCHORDRILLLPLVL c7NiFOnM HE�M NEIGHT 10 PLF 00-00-00 10-09-00 0.90 <br /> 4.SHIMALLBEARINGSFORFULLCONTACT. CONCENTRATED SNOW LZVE TOP 3211 L85 00-00-OOMIDTBRG:3.00" 1.15 DEPI.ECTZON CAITBRIl� : <br /> 5 VERIFVD�MENSIONSBEFORECUTTINGIPLVL CONCENTRATED SNON DEAD TOP 1560 LBS 00-00-OOMINBRG=3.00" 0.90 LZVE LOAIJ DEFL: L / 360 <br /> TOSIZE CONCENTRATED SNON LIVE TOp J211 LHS 10-09-OOMINBRG=3.00" 1.15 TOTAL LOAD DEPL: L / 240 <br /> 6THISLPWLISTOBEUSEDASAFLOORBEAMONLY C�NCHNTRATED SNOW DEAD TOP 1560 L85 10-09-OOMINBAG=3.00" 0.90 <br /> .0 MPRESSIONEDGEBRACIN RE UIR AT CODE COMPLIANCLS : <br /> 45'O-C OFi IESS WARNING NOTES REPORT N <br /> AP11 PR-L2B0 <br /> DESIGN ASSUMES ALL"TOP"LOADS ARE THIS COMPONENT DESIGN IS SPEGFICALLY FOR L-P ENGINEEREO WOOD PROOUCTS. ICC-ES ESR-2403 <br /> APPLIED TO TOP EDGE OF LP LVL.SUCH THAT USE OF THIS DESIGN FOR ANYTHING OTNER THAN LP LVL OR LP LSL OR LP IJOISTS IS LADBS Rx-25783 <br /> LOAD IS DISTRIBUTED E�UALLV TO EACH PLY STRICT�V PRONIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CCMC 1151B-R <br /> ATTACH THE TWO PLIES WITH 2 ROWS OF 160 8Y A DESIGN PROFESSIONAL. Florida FL15228 <br /> (3-1/2"�NAILS AT 12"OC.STAGGER ROWS <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HALF PROVIDE RESTRAWT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. <br /> FROM EACH FACE NAILS MAY BE COMMON OR <br /> BOX NAILS WITH A MINIMUM SHANK DIAMETER MINIMUM BPARING SIZES ARE SUFFIGENT TO PREVENT CRUSHING OF THE LP LVL <br /> OF 0.131". 16d SINKERS(a1/4")MAY BE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEEP, <br /> USED,BU7 HALF MUST BE DRNEN FROM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> CONCENTRATED LOADS MUST BE EQUALLY <br /> DISTRIBUTEO?O ALL P�IES. ADDITIONAI ANCHOR LP LVI.FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> FASTENERS MAY BE REQUIREO. <br /> LP COMPONENTS ARE MANUFACTURED WITHQUT CAMBER,TNEREfORE IN <br /> ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTtON LIMITS <br /> OTHER DEFLECTION CONSIDERATIONS SMOULD BE EVAWATED BY PROJECT <br /> OESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS <br /> THIS PLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL <br /> LOAD OEFLECTION L.IMIT Of U246.(PROVIDED BY THE LP CUSTOMER). <br /> THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. <br /> � <br /> 9.5�0 <br /> SUPPORT RErGTZONS (LBS): <br /> MA1CII�fOM H EAR I NG HIIMB EA �C <br /> 1 Z I 1.750 "'THISDRAWINGISNOTIDSCALE"' <br /> DO►Ri 7957 7957 3.500 <br /> ��� -�- -�- CROSS SECTION <br /> MIN BSARIl7G SIZES (IN-S7C) <br /> 1- 8 9- 8 <br /> MAXIMS7M DEPLECfIONS <br /> CAI.CRJIATED AL14WABL8 <br /> LZVE LOAD 0.33"(L/378) 0.35" <br /> •DeAD IqAD 0.26" <br /> TOTAL 7AAD 0.50"(L/247) �.52" <br /> Narr.�ing&Erethon LP�SdidStarl�LSL,LVLandl-JastSpecific�ions UserNotes(Userisresponside(oriheacciracyoftlwserqtes) Sokware Prov�ded By: <br /> OS/12/16 IBC 2012 <br /> 4mporaryand pertnanen[Encinp for halding component oa noc���,noz�n,a�n oralter LP SolidStan LSL,LVL and IJoists except as shown LP Engineered Wood Products <br /> p1umD and tor res�isting iateral forcea shall he desi9ned and�n puEl�ished matenal from LP.Anyuse ol LP SoIldStart LSL,LVL and IJoists conVary q'Iq Unicn ShBet,Swt22000 <br /> installed by oNers. No laads are to 6e applied ta the ro the ilmrts set IoM herean,negates any expresc wairanry o/the praduct and LP Nashvills,TN 37219 <br /> com0a�ent unti!a11er all the freminp and tastening are diaclaims all imp7ied wattanties Including the implieA werranCes ot merchanbCiliry <br /> ampleteE.Af no Ome fhali loads gree�er ihan Ceslgn and Atness for a particular use. Phone 800.5157570 <br /> loads be applied to Ne componenl F� ��`��9 <br /> A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTAI.LING CONiRACTOR. <br /> Design Criteria <br /> The design and matenal epecipe0 are m auhaUntial �P+�a SolidStart aro ngistared trademark:of lowsiana-Pacifc Carporetlon. DWG # <br /> onlortniry vnth the latest revialane ol NDS'Dead IoaA <br /> deflenion Includee edJuatment lactor lor creep.Talal ioaE Cal.Prop 85 Wammp�Uae of t�is pmducl mayresull in expaaur¢to vrood dust,knovm SHEET # <br /> daflnct�on ia inetnntaneous. to the Stete of Calilomie to�ause cancer. <br /> File:C.�ProB�am Files(xB8)�LP1Wootl-E Design12015.21WOODE.SPX <br />