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Beam#7 Amerhart <br /> - _ _ ___ . __. ___ _ .—— ---- --- ---------- __ --_ __ __ _ ____ __- <br /> 20152 AliowableStressDEsipn MSI O.B3 <br /> NOTE. LOAD 7ABLE 2 PUES 1.750 X 9.500 LP LVL29DOFb-2.OE Desxcr� cFurEKu : vsz o.55 <br /> 'I. THISCOMPONENTISDESIGNEDTOSUPPORTONLV DESIGN CONS.�iS OF 2 - PLZES FAS'I'ENEll RSI: 0.61 <br /> THE VERTICALLOADS SHOWN VERIFlCATION OF NOTE �OADS SHOWN ARE FOR INPUT LOAD CASE(1) OTHER LOAD CASES TOGETHER I ReFEa TO [aoTES!. <br /> LOADWG,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN UVE LOADING ARE CHECKED AS RE�UIRED LIVE 2AAD . ;5 PSP <br /> METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIDNS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DE7�D IAAD = 17 PSF � <br /> LATERALBRACINGTHATISALWAYSREQUIRED�S DIS?RIHUTION SOIIRCS TYPE TOP/SZDE LOAD FROM SO LOAD LDF Id�BEL TOTAL LOAD = 52 PSP <br /> THERESPONSIBiIJTYOFTFfEPROJECTENGINEER �x-xx-Sx FT-IN-SX <br /> OR ARCHITECT. UNIppRM FLOOR LZVE TOP 57B PLP 00-00-00 11-00-00 1.15 ROOF LEPT SYAN CARR. : 29.00 FT <br /> 2.PROVID'cRESTRAINTATSUPPORTSTOENSURE UNZFORM PLOOR DEAD TOP 281 PLF 00-00-00 11-00-00 0.90 ROOF RIGHT SPAN Cl�RR. : 4.00 1r1' 'i. <br /> LATERALSTABILITY tTNIFORM B&AM WEIGHT 10 PLF 00-00-00 11-00-00 0.90 - <br /> 3.DO NOT CUT,NOTCH OR DRILL IP�VL DEFLECfION CAZTIItIA : <br /> 4.SHIM ALLBEARINGS FOR PULLCONTACT. WARNWG NOTES LZVB LOAD DEFL: L / 240 <br /> S.VERIFYDIMENSIONSBEFORECUTTINGLPLVL TOTAL LOAD DEFL: L / 180 <br /> TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLV FOR L-P ENGINEERED WOOD PRODUCTS. <br /> 6.THIS LP LVL ISTO BE USED AS AROOF BEAM ONLY USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR lP I-JOISTS IS CODE COMPLZANCES : <br /> MAKE PROVISION FOR AD£QUATE DRAINAGE. STRICTLY PROHI817ED.ANV MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT N <br /> -COMPRESSIONEDGEBRACINGREQUIREDAT BYADESIGNPROFESSIONAL APA PR-L280 <br /> 52'OC OR LESS ICC-85 ESR-2403 <br /> MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL I.ADBS RR-25783 <br /> DESIGN ASSUMES ALL'TOP"IOADS ARE BEAM AS DESIGNED.IT IS THE RESPONS181LITY OP THE PROJECT ENGWEER, C[R�SC 11518-R <br /> APPLIED TO TOP EDGE Of�P LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida FL15228 <br /> LOA�IS DISTRIBUTED E�UALIY TO EACH PLY BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> ATTACH THE TWO PLIES WITH 2 ROWS OF 16d <br /> (3-1/2")NAILS AT 12"OC STAGGER ROV✓5. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HALF <br /> FROM EACH FACE. NAILS MAY BE COMMON OR THIS WL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED <br /> BOX NAILS WITH A MINIMUM SHANK DIAMETER LOAD ACTING OVER 2 5 X 2.5 FT(625 SQ FT) <br /> OP 0.13T' 'IBd SINKERS(3-1/4")MAV BE <br /> USEp,8UT HALF MUST BE DRIVEN FROM <br /> EACH FACE <br /> 12 <br /> � � I <br /> 9.SC0 <br /> S[)PPOR2 REACfIONS (L85): <br /> MAXIMi1M B EARZ NG NUMB ER <br /> 1 2 1.75 C ^`THIS ORAWING IS NOT 7D SCALE^' <br /> DOWl7 4771 47�1 3.500 <br /> ��� � CROSS SECTION <br /> MIN BEARIfiG SIZES (Ifl-SX) <br /> 3- 0 3- 0 <br /> MAXIMUM DEFLECi'IONS <br /> GLCQI.7�TP.D ALT4WA8L6 <br /> LIVE IAM 0.38"(L/393) 0.59" <br /> •DEAD IqAD 0.28" <br /> TOTAi. LOAn 0.56"(L/228) 0.72" <br /> MandlirgBErec�m Lf�Sdid$t��LSL,LVLa�x71-JastSpeahcalioru UserNdes(UseriS�espa�siWefortheacciracydtliesenotes) Software Provided By: os�iz�i6 <br /> ZBC 2012 <br /> Temporaryund permanent6racing tornolCinp component Oo not<ut,notch,Gnll or alter LP Sol�itlSteM LSI,LVL anC IJoists e�cept es shown LP Engineered Wood Products <br /> plumb and lor recisting istersl brces shall be des�igned and in puDlished matenel hom LP.Anyuse of LP SolidStart LSL,1.V�and IJoiats conlrory 414 Unon SVeet,Sute[000 <br /> ns�alled Ey oMerv No Ioatls are to Ct applieG�o t�e to the IimiW set foM hercon,negetef any expreas warrnnry ot the protluct and lP NaShville,TN 37219 <br /> component until afler all t�e haminp and lastemng are disclaims all imO�ieE warran�iea includiny Ihe ImDlietl wartanties ol merc�an1ab11i1y p��gpp 5157570 <br /> mpleted.At no ome c�ail loads q�eaterthan design enG M1tness tor a parecular use. <br /> laatls be applietl ta pie componmt Fa�c 866.753,4369 <br /> DeSign Criteria �+COPV OF THIS DRAWING IS 70 BE GIVEN 10 THE INSiAIUNG COMRACTOR. <br /> The design and matenn�apeciM1eC a�e suosia�oei LP and SoliOStart an repisleretl[redemarka ot louislana-Pacihc CoryonOon. DWG � <br /> <enlortniywith the I��ect�evisions of NDS'Deatl load Cal.Pro 65 Wemin'.Uae at this oduc�ma It in eK e to wood dust,known <br /> d Ilectioninclutlen tljusvnenthctorlorcreep.Totellaatl P g Dr yresu posur SHEET � <br /> deMctlon ic insbnlaneous. �o�he State ot Califomi�lo cauce canccr <br /> File.C:�Pmgrem Files(a88)tLP1WooA-E Design120152\WOODE SPX <br />