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Beam#12 Amerhart <br /> ----_.� __._. _ _ _--- _--- ---— - <br /> NOTE� �ot5.z Aliowable S�ress Design � LOAD TABLE 2 PLIES 1.750 X 9.500 LP LSL 1.55E DESIQI QtITEAZA : MSI: 0.45 <br /> VSI: 0.17 <br /> 1 TH�SCOMPONENTISDESIGNEDTOSUPPORTONLY DESIGN CONSISTS OF 2 � PLSES FASTENF.D RSI: 0.29 <br /> THE VERTICALIOADS SHOVJN VERIFICATION OF NOTE�. LOADS SNOWN ARE POR INPUT LOAD CASE(1) OTHER LOAD CASES TOGETHER (R^PER TC NOTF.S 1. <br /> LOAOING,DEFLECTION LJMITATIQN$FRAMING FOR PATTERN UVE LOADING ARE CHECKED AS REQUIRED � <br /> METHODS.WINO AND SEISMIC BRACING,A4D OTMER (��MENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LNE IAAD ' 35 PSF <br /> DEAD IAAD 17 PSF <br /> LATERALBRACINGTHATISALYJAYSRE�UIREDIS DIS?RIHUTION SOORCE TYPE TOP/SZDE LOAD PROM TO LOAD L➢P LABEL TOTAL LOAD . 52 PSP <br /> THERESPONSIBIl1TYOFTHEPROJE�TENGINEER FT-IN-SX P2'-IN-SX <br /> ORARCHITECT. IINZFORM WALL DEAD 2'OP 200 PLF 00-00-00 10-06-00 0.90 AOOP LSFT SPAN CARR. : 9.00 FT <br /> 2 PROVI�ERESTRAINTATSUPPORTSTO ENSURE IINIFOAIN PLOOR LIVE TOP 140 PLF 00-00-0� 10-06-DO 1.15 ROOP R2GHT SPAN CARR. : 4.00 FI' <br /> LATERALSTABILJTY VNIFORM PLOOR DEnn TOP 68 PLP 00-00-00 10-06-00 0.90 — <br /> 3 DONOTCUT,NOTCHORDRILLlPLSL. UNIPORM BEAM WEIGHT 11 PLF 00-00-00 10-Ofi-00 0.90 DEtZ.ECTION(RITERiA : <br /> 4.SHIM ALLBEARINGS FOR FULLCONTACT. LIVE LOAD DLFL: L / 240 <br /> SVERIFYDIMENSIONSBEFORECUTTINGLPLSL WARNINGNOTES TOTAL LOAD DEPL: L / 180 <br /> TO SIZE <br /> 6.THIS LP LSLIS TD BE USED ASA ROOF BEAM ONLY THIS COMPONENT OESIGN IS SPEGFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. COUE COMPLIANC85 : <br /> MAKE PROVISION FOR ADE�UAi�E DRAINAGE USE OF iHIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR lP I-JOISTS IS REPORT �{ <br /> 7 COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROH181TE0.ANY MODiFICAT10N OF THIS DOCUMENT REqUIRES REVIEW APa PR-L280 <br /> 124"OC.ORLESS. BYADESIGNPROFESSIONAL. ICC-ES E5R-24�3 <br /> LADBS AR-257B3 <br /> DESIGN ASSUMES ALL"TOP"LOADS ARE MINIMUM BFARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LSL CC2fC 13319-R <br /> APPLIED TO TOP EDGE OF LP LSL,SUCH iHAT BEAM AS OESIGNED.IT IS THE RESPONSI8ILIN OF THE PROJECT ENGINEER, Flozida FL15228 <br /> LOAD IS DISTRIBUTED E�UALLY TO EACH PLY ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> ATTACH THE TWO PUES WITH 2 ROWS OF 16tl BEAM IS CAPABLE Of SUPPORTING THE REACTIONS <br /> (3-tl7')NAILS AT 12"OC.STAGGER ROWS <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HAI.F ANCHOR LP LSL ROOF BFAM SECURELY TO BEARINGS OR HANGERS <br /> fROM EACH FACE NAILS MAV BE COMMON OR <br /> BOX NAILS WITH A MINIMUM SHANK DIAMETER TNIS LSL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 L8S CONCENTRATED <br /> OF 0 131". 16d SINKERS(3-1/4")MAY BE IOAD ACTING OVER 2.5 X 2.5 fT(625 S�Pn <br /> USED,BUT HALF MUST BE DRIVEN fROM <br /> EACH FACE <br /> 12 <br /> � 0 � <br /> 9.500 <br /> SQPPORT RBACTIONS (L8S): <br /> MAXIIdLAf e SARI NG NUMB ER <br /> 1 2 1.750 "'THIS ORAWING IS NOT 1D$CALE"' <br /> DONN 7198 2198 3.500 <br /> IIPLIYl' "' ___ <br /> CAOSS S£CTION <br /> MIDI HEARING SIZSS (IN-SX) <br /> 3- 0 3- 0 <br /> MIVCIMfII4 DEPLECfI0N5 <br /> CIS.C[ILATED ALLOWhHLE <br /> LIVE IAAD 0.10"(L/1255) 0.51'• <br /> +DFAO [MD 0.29" <br /> TOTAI, IAAD 0.29"(LJ420) 0.68" <br /> Hendirg&Eretilon IP�ASolitl$tart�L$L,WLard4JastSpecificaM1ions UsefNrnes(User�isresponsi6lefatheacc�racyofCieserotes) Software Provided 8y: osnz�,s <br /> IBC 2012 <br /> Temporury antl pertnanent bncmg for halding component Do nol cul,notch,drill or aller LG SoIldStari LSL,LVL and IJoic[s except as ehawn LP Engineered Wood Products <br /> plumb end lar resisting lale�al torces shall Oe Eesipnetl and in published matanel hom LP.Any use of LP SolitlSUrt lSl,LVL and IJoiab contrary 414 Unim Streel,Suile2000 <br /> ina�nlled Ey afhers. No IoaAs are to be applied to[he to Ihe limi�s set taM�ereon,nepates any e�Dresa wamnryo/lhe product ana LP <br /> comDonent until after all the haminp and hatening are tliaclaims ell implieE wamntiea InGuAing Ne imDlied wartannes ot merchantabllily Nashville,TN 37219 <br /> omvleted At no time ehall laeds proa�er inan design ane fitnesc for a particular uce. Phone 800.515 7570 <br /> loeds Oe applie0lo the companent F� ��`��� <br /> A COPYOF THIS DRAWING IS TO BE GIVEN 10 THE INSTALIING CONTRACTOR. <br /> Drsign Criteria <br /> The desiB�and matenai specif�ed ere in eubstanual �P.�a Souds�nn.,<«q�++e�ea��aema.ks o��o��e�ana-a.o�ec co�aneo�. DWG � <br /> onformity with the letest revisians of NDS.'Dead load <br /> de�llection inclu0es ad�ustment fnclor lor crtep-Totel load Cal ProD fi5 Waming-U�e of ihia product may+asult in etpozure 10 wood tlusl,known SHEET # <br /> dellectlon is inctan(aneoua. to t�e State of Calibmia to ceuse cancer. <br /> File:C.�Program Filas(x88)\LP1Wood-E Desipn�20152\WOODE.SPX <br />