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Beam#11 Amerhart <br /> _._._.._—__— ___- ------------- ----.._�_..-- _ --__— <br /> 20151 AllowaCle S�ess Desiyn MSI: 0.53 <br /> NO7E. LOAD TABLE 3 PLIES 1.750 X 9.500 LP LSL 1.S5E DESIGN (RtITERIA : VSI: 0.14 <br /> 1. THISCOMPONENT IS DESIGNED TOSUPPORT ONLV NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1) OTHER LOAD CASES +�£S?GN CONSZSTS OF 3 - PLIES FASTF.NED ASI: 0.18 <br /> THEVERTICALLOADSSHOWNVERIFICATIONOF TOGETHER (REFER TU NO?ES). <br /> LOADWG,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE 7AAD . 35 PSF <br /> MEfHODS,WIN�AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) Dg,Jy IqAp . 19 PSP <br /> LATERALBRAC�NGTHATISALWAYSREQUIREDIS DISTRIHUTION SOIIRCE TYPE TOP/SIDS LOAD FROM TO LO/.D LDP I.ABEL TOTAL IAAD a 52 PSF <br /> THERESPONSIBIl1TYOFTHEPROJECTENGINEER FT-IH-SX FT-2N-SX <br /> ORARCHITECT UNSFORM FLOOR LIVE TOP 201 PLP 00-00-00 16-00-00 1.15 ROOP LEFT SPAN CARR. : 4.50 PT <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNIFORM PLOOR DET.D TOP 98 PLP 00-00-00 16-00-00 0.90 ROOP RIGHT SPAN G1RR. : 7.00 FT <br /> LATERALSTABIIITV UNIFORM HEAM WEIGH7 16 PLP 00-00-00 16-00-00 0.90 - <br /> 3.DO NOT CUT.NOTCH OR DRILLLPLSL DEFLECfiON CRZTIItZA : <br /> 4.SHIM ALLBEARINGSFOR FULLCONTACT WARNING NOTES LZVE LO7� DEPL: L / 290 <br /> S VERIFVDIMENSIONSBEFORECUTTINGLPLSL 70T.V. LOAI7 DEFL: L / 1H0 <br /> TOSIZE. THIS COMPONENT DESIGN I$SPECIFICALLV FOR L-P ENGINEERED WOOD PRODUCTS. <br /> 8.TH1S IP LSl IS TO BE USED ASA ROOF BEAM ONLY USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP WL OR LP LSL OR LP I.lOISTS IS CODE COMPLIANCES : <br /> MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHI81TE0.ANY MODIFICATON OF THIS DOCUMENT REQUIRES REVIEW REPORT p <br /> 7.COMPRESSION EDGE BRACING R Q IRED AT BV A OESIGN PROFESSIONAL. AaA rR-L280 <br /> 100"OL OR LES$ ICC-ES ESR-2403 <br /> MINIMUM BEARiNG SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF TNE LP LSL LADBS RR-257 B3 <br /> DESIGN ASSUMES ALL'TOP"LOADS ARE BEAM AS DESIGNED.IT IS TME RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 13319-R <br /> APPLIED TO TOP EDGE OF LP LSL,SUCH THAT ARCNITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR TNIS Plozida PL15228 <br /> IOAD IS DISTRiBUTED EQUAILV TO EACH PLV BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> A'iTACH TWO PLIES WITH 2 ROWS OF t6d <br /> (3-112")NAllS AT 17'OC.FROM ANCHOR LP LSl ROOF BEAM SECURELY TO BEARINGS OR HANGERS- <br /> ONE FACE ONLY. STAGGER ROWS FIIP <br /> BEAM AND ATTACH THE THIRD PlY WITH 2 THIS COMPONENT MEETS CODE ALLOWED DEFIECTION CRITERIA.CALCUTATED <br /> ROWS OF�6d(&tl2")NAILS AT 12"OC.TO DEFIECTION EXCEEDS 3/4"AND SHOULD BE REVIEWED BY PROJECT DESIGNER <br /> THE UN�NAILED SIDE OF THE PIRST TWO FOR ADEOUACY <br /> PUES. STAGGER ROWS NAIL.S MAY BE <br /> COMMON OR BOX NAILS WITH A MINIMUM LP LSL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE,IN � <br /> SHANK DIAMETER OF 0.131".18tl SINKERS ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAI BUILDING <br /> 3-1/4" MAY BE USED. CODES,OTHER DEFLECTiON CONSIDERATIONS SHOULD BE EVALUATED BY TH <br /> PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING,CRACKING AND <br /> AESTHETICS.(POSITIVE DRAINAGE IS ESSENTIAL) <br /> THIS LSL BEAM HAS BEEN DESIGNED TO Sl1PPORT A 3W LBS CONCENTRATED <br /> LOAD ACTI NG OVER 2.5 X 2 5 FT(625 SQ FT) <br /> 72 <br /> � � � <br /> 9.SCC <br /> Si1PP0RT REACfIONS (LBS7: <br /> Mr%II4CUf 8 E A R I N G N II M 8 E A ] 750 ^'THISDRAWINGISNOTTp$CALE"' <br /> 1 2 <br /> DONN 2519 2519 3.500 <br /> QPLIFT "' "' S.250 <br /> CROSS SECTZON <br /> rHIN BEARING SI2E5 �II7-SX� <br /> � 3- o a- o <br /> MAXIMl7M DEFLECTIONS <br /> CAI.CtJLATF.D ALLOVIAB <br /> LZVE I.C)AD 0.50"(L/379) 0.79' <br /> DP.AD IAAa 0.92„ <br /> T AL IqAD 0.78" L 242 .OS' <br /> H��ng&Ereccim LPDSditlStarl�7lSL,LVLazdi-JoisiSpecihcations UserNUes(Userisrespcxuidefortheaccuacyoftliesenotes) Software Provided By os��zns <br /> Temporary and pertnenent Erecing for hal0ing comDonen� Do not eut,notch,tlnll or alter LP SolitlSta�LSL,LVL and IJoiak excepl as shown lP Engineered Wood Products =BC 2012 <br /> plumb end 1or rselsting leterel lorces shall be designeE and�in pubiished matenel hom LP.Any use al LP SofidSbrt LSL.LVL and IJoists cantary 414 Urvan SVe01.$ute 200� <br /> inablleE by others.No loads e�e to be applied lo the to the iimrtc set lorth hereon,nepates any ezpress wartanry ol t�e protluct and LP <br /> component until aRer all the haming and fastenlnp are disclaims all impl�ed wainnties��ncluding the implis0 wamnlies ot marchantabillry Nashville,TN a7219 <br /> completed.At no ume shell loeds prcetenhan desipn and Iltneas lor a parocular uae. Phone 800.5157570 <br /> loads be appiletl tv Ihe component. F� g�7�q�g <br /> A COPV OF THIS DRAWING IS TO 6E GiVEN 1D TME INSTqLLING GaJTRACTOR. <br /> Dasign Criteria <br /> The oeeign antl matenal specified ere in su4stentlal �P and So1i051art ars regi:tercd tradema�ks o�Lowsiana?aciAc Loryoratlon. DWG � <br /> conlom�irywith the latent ievisions of NDS'Dead loatl <br /> a.a«ao����wa�z sa��:e,���i a�m.m«,�eP rm.i io.a Cal Pmv 65 Waming:Uae ol ws pmAuct mayiesWt In ezDosurc to wao0 dust,knawn SHEET # <br /> denecGon is inatanteneous. to the Stale ol Caillomie to cause center. <br /> File�.C.1Program Piles(�c86)ILPVWood-E Design�20t52iWOODE.SPX <br />