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Beam B7 Amefiart <br /> 2p152 nlloweoa 5�mes Des�gn NSi: 0.55 <br /> NOTE: tOADTABLE 3 PLIES 1.�50 X 7.250 LP�VL2900Fb-2.QE nssir,H aur�u : vsz: 0.2� <br /> 1.THIS COMPONENT IS DESIGNEO TO SUPPORT ONIY NOTE� LOADS SMOWN ARE FOR INPUT LOAO CASE�1) OTHER LOAD CASES DESIGN CONSISTS OF 3 - PLIES FASTENED A52: 0.33 <br /> THE VERTICAILOADS SHOWN VERIPICATtON OF TOGETHER IBEFER TO NOTES}. <br /> LOAD�NG.DEFLECT�ON LIMRAT�ONS FRMAING FOR PATTERN UVE LOAOING ARE CMECKED AS REQUIRED. Lryg I,php • 35 YSr <br /> METHODS,WiND AND SEISMIC BRACING.AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) p e�p I,prp . 17 PSY <br /> IATERAL6RACtNGTHATISALWAVSREOUIREDIS DZSTRIBLTf20N SOURCB TYPB TOP/SIDS i.Ql1D FROM TO LOAD LDP LA86L TCYfAI. I.Q1�D • 51 PSF <br /> THERESPONSI&IITYOFTHEPROJECTENGINEER FT-ILl-3X PT-IN-SY <br /> ORARCHITECT UNZPORM FLOOR LIVE SOP 280 PL? 00-00-00 13-00-00 1.15 ROOF LBYP SDAH GltR• : 17.00 F7 <br /> 2.PROVIOERESTRAINTATSUPPORTSTOENSURE ONZFOAM PLOOR DE)�D TOP 136 PLP 00-00-00 12-00-00 0.90 ROOP RIGIiT SPAN CARIt. : 4.00 P't <br /> 1ATERALSTABILITV. ' UNSflOR2i BBNd W6ICHT 11 YLP 00-00-00 12-00-00 0.90 <br /> 3.00 NOT CUT,NOTCH OR DRILL LPIVL. D�B�'=��� � <br /> 4.SHIM ALLBEARINGS FOR PULL CONTACT WARNING NOTES: LIVB IAAD DETL: L / 210 <br /> 5.VERIFY DIMENSIONS OEFORE CUTTING lP�VL TOTAL LOAD DBnL: L / 180 <br /> TO SIZE. THIS COMPONENT DESIGN IS SCECIFICAILY FOR L-P ENGINEEREO WOOD PRODUCTS. <br /> &THIS LP LVL IS TO BE USED ASAROOF BEAM ONLY. USE OF TMIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I•JOISTS IS CODE COMPLZANCBS : <br /> MAKE PROVISION FOR ADEQUATE DRAINAGE STRICTLY PROHIBITED.ANY MODIFICA710N OF THIS DOCUMENT RE�UIRES REVIEW it8aOx7 il <br /> �. f N IN UIRED A BV A DES�GN PROFESSIDNAL. APA PA-L280 <br /> 133"O.C.OR LESS. ZCC-ES 6SA-2403 <br /> MlNIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING Of THE LP LVL LADBS RR-25783 <br /> OESIGN ASSUMES ALL"iOP'LOAOS ARE BEAM AS DESIGNED.IT IS THE RESPONSIBIUTV OF THE PROJECT ENGINEER, CCtiC 11516-R <br /> APPUED TO TOP EDGE OP LP IVL.SUCH 7HA7 ARCHITECT OR DESIGNER TO VERIFY 7HAT THE SUPPORT STRUC7URE FOR THIS Plorida PL152]8 <br /> LOAO IS DISTRIBUTEp EQUAL�Y TO EACH PLY. BEAnn�5 CAPABLE OF SUPPORTING THE REACTIONS. <br /> ATTACH TWO PIIES WITM 2 ROWS OF i6tl <br /> (3-V2")NAILS AT 12'OC.FROM ANCHOR LP LVL ROOf BEAM SECURELY 70 BEARINGS OR NANGERS. <br /> ONE FACE ONLY. STAGGER ROWS.FLIP <br /> BEAM ANO ATTACH THE THIRD PLY W ITH 2 THIS lVl BEAM HAS BEEN DESIGNED TO SUPPORT A 300 L65 CONCENTRATED <br /> ROWS OF 16tl(312")NAILS AT 12'OC.TO LOAD ACTING OVER 2.5 X 2.5 PT(625 SO FT) <br /> THE UN-NAiLED SiDE OF THE FIRST TWO <br /> PLIES. STAGGER ROWS.NAILS MAY BE <br /> COMMON OR BOX NAILS WITH A MINIMUM <br /> SMANK DIAMETER OF 0.131'.i6tl SiNKERS <br /> 31/4" MAY 8E USED. <br /> 12 <br /> 0 r <br /> -� ...T�.,.. <br /> III (I I� <br /> �.25r I'_ I: <br /> SOPPORT R.BACfZONS (LBS!: ;�'., �I,', <br /> MAXIId@f S SAAI NG NDMB ER � ����- <br /> 1 2 i.750 <br /> DOWN 2561 2561 3.500 <br /> Qp�(Z "' "" 5.250 <br /> CROSS SECTZON <br /> !@7 BF.ARRiG SZZPS(IN-SX� <br /> Z- 0 2- 0 <br /> MAXIM[R3 DSfLSCIIC�HS <br /> C.�I.CRLAT� HI.IdD7ABI.8 <br /> LIVE I.OAn 0.39"(L/368) 0.59" <br /> +DHl�D I.OAD 0.30" 12- 0- 0 <br /> 'POPl1S. LAM 0.59"(L/242) 0.79" "'THIS ORAWING IS NOT TO SCALE"' <br /> IianOingBEreC00n LPNiSofitlStartfU�LSLLVLentll•JOisiSpe('.ifiC200�5 UserNotes{User�srespawdelor�hexcuxydv�eserptasi Sohware Provided BY: o,:,�„� <br /> iac zoiz <br /> TsmporaryaMpaem.neninmcmgfarnoid�ogwmponam Dono�cuLnotcn.tlnnoreRerLPSolidStanlSL.lVLantllJo�rste.xc.c�.:ano.� LP Engineered WOOd ProduCts <br /> plume�na lor ras�si�np ieierei lorc�s sh�N oe oa��gn�a erW in p�ClisneE maNn�i irom lP Any��SB Di LP So��tlStoM1 15�,W L��+d IJoiale conbery 414 UtvOn SVael.Su+t02000 <br /> naulled tyolhem No Ioads an to ee avP��ed to�ha �o ih�ilm�is sa�lonh nenoc.nsgetss snyexDrosn wamniyol tn�pmduci entl LP NaShvill&TN 3R19 <br /> comDa�enl un�ii atter eii ihe fieming ena faauning are U�acleima a��implietl wem�nlrYL�ntiu0��1he implied werteni�es O(merthenbbifity <br /> omv���otl.al rw i�m�shall loeds greaterthnn�feugn e�a fitneaa tore perticWeruaa Pha�e 9W.5�5.7570 <br /> io�As c�e apPlina:o�M camponent Fax 866753.43W <br /> A COPV pF T.HIS DRAWING�S 70 BE GNEN TO THE�NSTALl.INGCONTRAC70R <br /> �PSIQfI(�ifi�(i8 <br /> Tna aesiyn e�tl maiena:sDeclfied�w+�suba�ann�! �P end SOI,dSbrt ere reg�cteie0��.aam.�s oi�o��s�a�e�a.��r�cqmo���o�. DWG # <br /> conlormirywi�n ins�etesi revislonn of NOS.'DaoE�oed <br /> aellect�on�ncwEen aa�uatm�n�fscto�forc�seo Toiel�oae �a!Prop 65 Wem��g Usa o(iMa proAuc�meynnuil�n�apoa�n ro wood tluat,known SFIEET � <br /> Oellact�on�s insl�nlenecus lo ihs St810 o(CeltlDm�e to Cau6e CanCe' <br /> file:CilProgram Files(x86p.LP�Woad•E De5ign4201521WOODE.SPX <br />