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Beam 812 Amertiart " <br /> 10t54 Allowenln5tressDea�gn MSZ: 0.68 <br /> NOTE: �OAD TABLE 2 PLIES 1.500 X 71.875 lP LVL2900Fb•2.OE DSSZQ7 CRIT�IA : ySI: 0.39 <br /> 1.TMISCOMPONENTISDESIGNEDIDSUPPORTONIY DES'GN CONSISTS OF 2 - PLIES FASTENED ASZ: 0.49 <br /> THE VER7ICALLOADS SHOWN VERIPICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAO CASE(1). OTHER lOAD CASES T�GETHER (REFEP. TO NOTESI. <br /> LOADWG.DEFLECTION I.IMiTAT10NS.FRAMING POR PATTERN LNE lOADING ARE CHECKED AS REQUIRED. � ' - <br /> PAETHOOS.W iN0 AND SEISMIC BRACING.AND OTHER (DIMENSIONS MEASURED fROM LEFT END OF SPAN OR CANTILEVER.) �'� �� . 35 t SP <br /> DEAD IAAD 17 PSP <br /> LATERALBRACWC>TMATISALWAYSRE�UIRE0IS DISTRIBPfION SOSIRCH TYPH TOP/SID6 IAAD PROM TO LOAD LDP I.ABHL T(YfAL IAAD . 52 PSF <br /> THERESPONSI&LITVOFTMEPRQIECTENGINEER PT-IN-SX P2-ZN-SX <br /> ORARCHITECT. LJNITORM lLOOR LIVE 40P 2�5 PLF 00-00-00 16-06-00 1.15 ROOF I.EPf SYAN ChRR. : 10.00 Pf <br /> 2.PROVIDERESTRAINTATSUPPORTSTO ENSURE ONSPORM PLOOR DSAD TOP 119 PLi 00-00-00 16-06-00 0.90 ROOP RIGH'I SPAN CARR. : 4.00 Pf' <br /> LATERALS7ABILITY UNIPORM wALL DSAD TOP 30 PLP 00-00-00 16-06-00 0.90 <br /> 3.DONOTCUT.NOTCMORDRILLLPLYi.. UNZpORM BH71at WBIGHT 10 PLF 00-00-00 16-06-DO 0.90 DePI.BCTI@l CRZT6ItIA : <br /> 4.SMIMALLBFARINGSFORFULLCONTACT. LIVB LOAD D6PL: L / 24D <br /> S.VERIFYDIMENSIONS9EFORECUTTINGLPIVL WARNINGNOTES: TOTAL LOJ+D DBFL: L J 180 <br /> TO S72E <br /> 6.TMIS LP LY�IS TO BE USED AS AROCF BPAM ONLY THIS COMPONENT DE31GN IS SPECIFICALLV FOR L-P EHGINEERED WOOD PRODUCT3. CODS COMPLIANCE3 : <br /> MAKE PROVISION FOR ADEQUATE DRAINAGE. USE OF TNIS DESIGN FOR ANYTNING OTHER THAN LP LYL OR LP LSL OR LP fJ01STS IS RBYORT N <br /> 7. MPRE ION ED E R IN UIRED AT S7RICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW APA PR-L280 <br /> 44'O.C.ORLESS. BYADESIGNPROFESSIONAL. ZCC-ES BSR-2403 <br /> I.71DB5 RR-25�83 <br /> DESIGN ASSUMES AL�"TOP'LOADS ARE MINIMUM BEARING S12E5 ARE SUFFlCIENT TO PREVENT CRUSMING OF THE lP LVl CQSC 11518-R <br /> APPUEO TO 70P EDGE OF lP I.VL,SUCN THAT BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJEC7 ENGINEER, Florida PL15248 <br /> LOAD IS DISTR16U7ED 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 100 BEAM IS CAPABIE OF SUPPORTING THE REACTfONS. <br /> (3')NAILS AT 12'OC. STAGGER ROW S. <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HALF ANCHOR LP WL ROOF BEAM SECUREIV TO BEARINGS OR NANGERS. <br /> FROM EACH FACE NAILS MAY BE COMMON OR <br /> BOX NAILS WITM A MINIMUM SHANK DIAMETER THIS COMPONENT MEETS CODE AILOWEO OEF�ECTION CRI7ERIA:CALCULATED <br /> OF OJ2". DEFLECTION EXCEEDS 3Jd'AND SHOULD BE REVIEWED BY PROJECT DESIGNER <br /> FORADEOUACY. <br /> LA lVL ROOf BEAMS ARE MANUFAC7URED WITHOUT CAMBER.THEREFORE.IN <br /> ADDITION TO COMP�YWG WITH THE OEfLECTION UMITS OF LOCA�BUIl01NG <br /> CODES.OTHER DEFLECTfON CONSIDERATIONS SHOULD 8E EVALUATEO BY TM <br /> PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING,CRACKING AND <br /> AESTHETICS.(POSITIVE DRAWAGE IS ESSENTIAI) <br /> THIS lVL BEAM HAS BEEN DESIGNE�TO SUPPORT A 300 LBS CONCEN7RATED <br /> LOAD ACTING OVER 2.5 X 2.5 FT(625 SQ FT) <br /> 12 <br /> � 0 � <br /> SIIPPORT RBACPIONS (LBS): 11.875 <br /> MA%IMDM B 8 A R Z N G N Q M 8 8 R - <br /> 1 2 1.5 00 ^'THIS DRA W MG IS N OT TO$CALE"' <br /> MiwN 3335 3335 3.000 <br /> OFLIPT --- --- <br /> CROS5 SECTZON <br /> �MIN 8871R3NG SZZ3S (IN-SX} <br /> 3- 0 3- D <br /> MAXII2@�t DEPLEC£ZONS <br /> CAI.CTJI.AT� A2S.OifAB <br /> LIVB Il.7A➢ 0.94"(L/�02) O.B1 <br /> DTJ�D IILIAD 0.97" <br /> 1'02.�I.IL1AD 2♦ 1. <br /> M2nUi�g&E�ectlon LPIN Sditl5t2rYt)LSL.LVL antl I-JdS�Sp2Cifit21ip75 U56t Ndes(User is re5pqt5idC fOr the aCCv3cy Of tt�BS¢nat¢5) Software Provided By: <br /> c�„n,� iec zaiz <br /> �emaorsy,�a�m,e�e��e�c���q to�noia�og oo�,po�a�� Oo�o�c�t�amn.em�o�ane.tv Sa�eSiantSt..�v�a�,d wonia s.c•v�as anown LP Engitt¢efed WOOd PrOdUCtS <br /> pl�mo on0 lor�eisung ieiemi torces sna�i De o�signea entl:n publishe0 mx�ene�fmm LP.Any�sa of LP So�iaSten LSI.lVL end iJaista conl'ary 414 UrvOn SVOEC Sw182000 <br /> -nsulleA by otheR.No IoeCs ere lo De eppiied t01he !o t�e i�m��s se<<otth hereon.�egetsa enyexpresa wamMya(iha product enE LP <br /> componen�unv�a!taran me tmmmg and Ixaterong ere droc�a�me nn imv���ea wenntian��ciud�rg mx,mpiwa wanan�ws ot mercnenwen�ry N�MiIIC,TN 3T219 <br /> eomp�eua.At no time ane�l loeds gmeterinan tlesign eoC�nness(or e uamcuier use �e 800.515.7570 <br /> IoeGs De epplied�o Me componem Fax �7534389 <br /> DGSifjfl Cfildfi9 A COPYOF TH15 DRA WING IS TO BE GfVEN 10 THE�N54A��ING CONTRFCipR <br /> 7he des�qn end ma!anei apecYliea ere in subs�eni�ei �P entl SoiidStan en reg�stena treaer+crls o�Lou��sbnapoclfc Corporefoc.. 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