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Beam 84 Amertiart <br /> 2Ui5: A!!awaD'e Swex Oes�g^ MSI: 0.73 <br /> NOTE: � LOAD 7ABLE �pLIES 1.750 X 9.500 LP LVL2900Pb•2.OE DESZc�7 CR[tffitin : VSI: 0.54 <br /> 1.7HIS COMPONENT IS DESIGNEO TO SUPPORT ONLY NOTE� IOADS SHOWN ARE FOR INPU7 LOAD CASE ji). OTNER LOAD CASES DESIGN CONSISTS OF 2 - PLTES FAS7'ENED RSI: 0.62 <br /> 7HEVERTICALLOADSSHOWNVERIFICATIONOP TOGETHER (REFER TO NCT£S7. " - <br /> LOADING,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN IIVE LOADING ARE CHECKED AS REOUIRED. �yg I,pAp . 35 PSP <br /> MEiHODS.WIND AND$EISMIC BRACING.AND OTNER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTIIEVER.) DBAD Lp7D . 17 PST <br /> IySERP1 BRACING TMAT IS ALWAYS RE�WRED IS DISTRIBOTION SOIIRCB TY88 TQP/3ID8 LO]ID FROII TO LOM LDP LASSL 1bTAL LCUD � SZ PSP <br /> THE RESPONSI61UrY OF THE PRQIEC7ENGINEER FT-IN-SR PT-IN-SX <br /> ORARCHITECT UNiYOaM PI.00x LZVE TOP fi83 PLP 00-00-00 09-06-00 1.15 AOOF LEY!'SPAN C71tR. : �.00 Pf <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE vNZeOxDf FiAOR DBAD TOP 332 PLF 00-DO-DO 09-06-00 0.90 ROOY RiC.81' SPrst C1�RR. : 35.00 tR' <br /> �„QTERALSTABIUTY. UNIPORM BP./1D! W8IG8T 10 PLF 00-00-00 09-06-00 0.90 <br /> 3.DO NOT CUT,NOTCH OR DRILL LPLV�. DBPt,HCfICt7 C7tiTERIA : <br /> 4.SHIM ALLBEARINGS FOR PULL CONTACT. WARNlNG NOTES� LIVE IAAD DSFL: L / 290 <br /> S.VERIfYOiMENSiONSBEFORECUTTINGLPLVI 'cOt'P.L LOw D6PL: L / 180 <br /> TO SIZE. THIS COMPONENT�ESIGN IS SPECIFICALLY FOR L•P ENGINEERED WOOD PROOUCTS. <br /> 6.THIS LP LVl IS 70 8E USED AS AROOF BEAM ONLY. USE OP THIS DESIGN FOR ANY7HING OTHER THAN LP WL OR LP LSL OR LP IJOISTS IS CODS COMPLIANCBS : <br /> MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATiON Of THIS DOCUMENT REQUIRES REVIEW ABPORT N <br /> 7. E I N E E BR ING REQUI D At BY A DESIGN PROFESSIONAL. 7�A eR-L280 <br /> f£O.C. RlE . ICC-SS ESR-2403 <br /> MINIMUM BEARING SIZES ARE SVFFICIENT TO PREVEN7 CRUSHING OF THE LP LVL LADBS RR-25783 <br /> DESIGN ASSUMES ALL'TOP'LOAOS ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER. C(2fC 11518-R <br /> APPIIE�TO 7pp EDGE OF LP LVI,$UCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Plorida 7L15228 <br /> LOAD IS DISTRIBUTED EOUA�LY TO EACN Pt,Y. BEAM IS CAPABLE OF SUPPORTiNG THE REACTIONS. <br /> ATTACH 7HE TWO PLIES WITH 2 RDWS OF 16tl <br /> (3-1/2')NAILS AT 12'OC.STAGGER ROWS. ANCHOR LP lVL ROOF BEAM SECURELV TO BEARINGS OR HANGERS. <br /> NAllS CAN BE DRIVEN FROM ONE FACE OR HAIF <br /> FROM EACH FACE. NAiIS MAV BE COMMON OR THtS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCEN7RATED <br /> BOX NAILS WITH A MINIMUM SHANK�IAMETER LOAD ACTiNG OVER 2.5 X 2.5 FT(6.25 SQ Ffy <br /> OF 0.737'. 760 SINKERS{31/<')MAY BE <br /> USED,BUT nALF MUST BE DRIVEN FROM <br /> EACHFACE. <br /> 12 <br /> � � � <br /> 9.500 <br /> SUPPpRT PSACfI0i7S (LSS): <br /> MAXIIRUL( 88ARI NC HUMB 6A - - <br /> 1 2 1.750 ^'THIS�RAWING ISl107 70 SGALE"' <br /> DOYR7 4862 4862 3.500 , <br /> 17PLZPf "' "' <br /> CROSS S6C7ION <br /> t42Dt BEAATNC SIZ85 (IIJ-SX) <br /> 3- 9 3- 0 <br /> hAXZMIIM DEPLBCTI�7b <br /> GI.C[Ti.ATED AISIOWA8I.6 <br /> LNB LOF�D Q.25"(L/44S) 0.46" <br /> •DShD I.C1AD 0.19" <br /> TfYI'AL 7.07+D 0.38"(L/296) 0.62" <br /> HandingBEret6on LfY�Sdia$tarl6�7LSl,LVL3ndl-JOi5lSpecifiCaGorts UserNdes(Userisrespasidefa'theaccwxydC�eSenIXes) SoftwareProvidedBy: <br /> 0�'r7�v IBC 20?2 <br /> TBmporeryanp parmenenl brac�ny/c-r holrling compo�.ent Do noi cu�,noicn,an!!o�el�er lP Soi�dSten LSL.LVt cn4�Jo�sta e.upt ea snown lP Engineered Wood Products <br /> p�um0 enE�Or tgeisling 18:ere1 lortes Sh9il be tlBBiqnBO anC in publiShaE melenel from LP.Any ue9 oI LP SoliCSfeh ISL.LV(.a�0 kJo�5t8[on,tery 414 lJf1i0f1$trEA,$lNf@ Z� <br /> insUlieo by o�hars No IoaEs�ie la be BppiiOd�O tA0 to tne i�m�ns so�bnn nenon.negetes anysx.preaa werremyol the p�otlucf antl LP <br /> componeri u:+iu ehe�eli:be inm�ng era festenmg are diac�a�ms au implied wertemies InUua�ng tne impliatl wa�mnGes of ine¢nentebdity NaShville.TN 37219 <br /> compiotae.ni no nma cna�i io�ds greeiermm eexlg� .rw fi�maas ro.e o•rt�coiervse. Phme 800.575J57p <br /> ioeas ba eOG��ee�a�ne<ompoMm F3x 866.753.4369 <br /> A COPV OF THIS DRA WING IS TO BE GIVE N TO THE INSTALLING CONIRAGTOR. <br /> Design C riteria <br /> rn�aei�gn a�d�a�eriai specified are��su0alani�a3 �P aoa smms�n are..y�s�area i�eaamer�s or�o��si.��aac�r�cor�wreno�. DWG # <br /> coniortnnywnn fna�ateat iev;s��ona ot Nos•Deea ioad <br /> do(Ieet�on�ncivaas a0iusimant lacarlorcreep.To�ai�oee �el pm0 6s N'�mrrg liee of this pmauc�meynsult:n expoaum to wooC Oust krwwn <br /> dsneceo�is��smmenaous �o��e s�e�r oi cai++om��e�o�e��e�s��a�. SHEET # <br /> File:C:\Program Files(x86)SLPiWooGE Oesign12015.2\WOODE.SPX <br />