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Beam 83 Amerhart <br /> 2015.. AllOwabl�$�R93 DeSiyn M$I S �.�4 <br /> NOTE: IOADTABIE 2 PLIES 1.750 X 7.250 LPLVL2900Fb-2AE �ssxcat cstcr� � vsi: O.o6 <br /> i.THISCOMPOtJENTISOESiGNEDTOSUPPORTONIY N07E� LOADSSHOWNAREFORINPUTLOADCASE tj. OTNERLOADCASES DESIGN CONSISTS OF 2 - PLIES FASTENEU RSZ: 0.87 <br /> THEVERTICALLOADSSHOWNVERIFICATIONOF ( TOGETHER iREPBR TO NOTES?. <br /> lOADING.DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED A$RE�UIRED. LIVE tq7�p � 35 PSP <br /> METHODS.WIND AND SEISMIC BRACMG.lWD OTHER (DIMENSIONS MEASURED FROM LEFT ENO OF SPAN OR CANTILEVER.) D6AD IAAD � 17 PS1 <br /> IATERAlBRACING THAT IS AUNAYS REQUIRED IS DISTRZB9TION SOIIRCE TYPE TOP/SSDi LOAD FROM TO LOAD LDT LAH6L R'OTN. IAhD � 52 PSP <br /> THERESPONSIBILITYpFTHEPRWECTENGINEER PT-IN-S% PT-SN-SX <br /> OR ARCHITECT ONIpORM PLOOR LIV8 TOP 70 PLP 00-00-00 14-06-00 1.15 ROO? LSPT SPAN GIiR. : 4.00 YP <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNSPORtd PLOOR DBAD TOP 3� PL! 00-00-00 1�-06-00 0.90 ROOP RZC�lT' SPAN GAR. : 0.00 Tl' <br /> WTER,4�STABILITY, o[i2POnai 88Alf NBICHT 7 PLP 00-00-00 1�-06-00 0.90 <br /> 3.�ONOTCUT,NOTCHORORILLLPLVL. CONCENTRI.T� SNOW LZVS TOP 1105 L8S 00-00-OO7tINeRC.3.00" 1.15 DSPi3ClI0N Q22T�LZA : <br /> 4.SHIMALLBFAR�NGSFORFULLCONTACT. CONCSNTxAT� SNOW DEAD TOP 537 L88 00-00-OOMINBRG�3.00" 0.90 LIvB LOAD DSPL: L / 240 <br /> S.VERIFY�IMENSIONSBEFORECUTTINGLPLVL CONCENTRATED SNON LIVB TOP 4140 L85 0{-00-00lSENBR6�3.00" 1.15 TOTAL LOAD DSIL: L / 180 <br /> TOS12E. CONCENSRATED SNON DBrD TOP 2011 LBS O4-00-OOHZDIBRt3�3.00" 0.90 <br /> 6.THlSLPLVLISTOBEUSEDASAROOFBEAMON�Y. CONC�iTRAT� SNON LSVB TOP �147 LHS 10-06-00!¢NBR6�3.00" 1.15 CODS COMPLZANCSS : <br /> MAKEPROVISIONFOR,4DEOUATEDRAINAGE. CONCSNTRATan SNON D611D TOP 2014 LHS 10-06-OOMZNBA6•3.00" 0.90 xEPORT N <br /> 7. SSIONED EBRA INGRE UIREDAT CONCSNi'RATSf7 SxOW LIVS TO4 1105 LBS 14-06-OOMINBRG�3.00" 1.15 I�PA PR-L280 <br /> EACH END OFCOMPONENT. CONCSN'[IUTID SNON DBAD TOP 537 L85 14-06-OOHINBAG•3.00" 0.90 ICC-83 SSR-2403 <br /> LADBS RR-25783 <br /> DESiGN ASSUMES ALL"i0P'LOADS ARE WARNING NOTES: CQtC 11518-R <br /> APPLIED TO TOP EDGE OF LP LVL.SUCM THAT Tlorida lL75328 <br /> LOAD IS DISTRIBUTED EDUAI.LY TO EACH PLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. <br /> ATTACN THE TWO PLIES WITH 2 ROWS OF i6d USE OF THIS DESIGN FOR ANYTHING OTHER THAN lP LVL OR LP LSL OR iP IJOISTS IS <br /> (3-7�2")NAILS AT 12'OC.STAGGER ROWS. STRICTLY PROHIBITED.ANY MODIFICATION Of THIS DOCUMENT REGUIRES REVIEW <br /> NAILS CAN BE DRiVEN FROM ONE FACE Of2 HALf 8Y A DESIGN PROFESSIONAL. <br /> FROM EACH FACE. NAILS MAY BE COMMON OR <br /> 00%NAIIS WITH A MINIMUM SHANK DIAMETER PROVIDE RES7RAINT AT CONCENTRATED LOAD?O ENSURE�ATERAL STABILITV. <br /> OF 0.131'. 16d SINKERS(31J4')MAY BE <br /> USED,BUT HALF MUST BE DRIVEN FROM MINIMUM BEARING SIZES ARE SllFFICIENT TO PREVENT CRUSHING OF THE LP LV� <br /> BEAM AS DESIGNED.IT IS THE RESPONSIBIl1TY OF THE PROJECT ENGINEER, <br /> CONCENTRATED IOADS MUST BE EDUALLY ARCHITECT OR DESIGNER TD VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> DISTRIBUTED TO ALL PLiES. ADDITIONAL BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> FA5TENERS MAY BE RE UIRED. <br /> ANCMOR LP WL ROOF BEAM SECUREIY TO BEARINGS OR HANGERS. <br /> THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED <br /> LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) <br /> 12 <br /> � 0 r <br /> SI7PPORT REAC!'SONS (LHS): ��2�� 4- 0- 0 6- 6- 0 4- 0- D <br /> NAXII�faf B BARI HG NUlf B ER <br /> 1 2 3 4 1.750 "'THISDRAWiNGISNOTTOSCAIE"' <br /> DGirt7 1622 68�7 6847 1822 3.500 <br /> UPLIPT '_' "' "' " <br /> CROSS SECTZUN <br /> MZt7 BBARSNG SI28S (IIi-SX) <br /> 1- 6 3- 0 3- D 1- 8 <br /> NAX33418[D�LLSC1ZQt7S <br /> ChI.C17IJiTSJ J1S.I.ON118LB <br /> I.IVS I.OAD 0.01"(L/10950Y 0.33" <br /> •D811D IAAD 0.00" <br /> 2'OtAL LOAD 0.01"fL/9523) 0.43" <br /> HandingBErectim LP�StlidS�arf3��LSL.LVLantll-JdslSpecifitator5 UserNotes(Userisrespor�sidalortheacarxydV�esenates) Software Provided By: <br /> Ov17n7 IBC 2D12 <br /> Tempo�eryene pertneneni prsc�ng lor hoioi�g componen� Do not cut,notcn dro�or elte�LP Solid&�an 151.LVL arM Woia�a a,ccep��a ahawn lP Engineered Wood Products <br /> plumb�nE lor r9sisling�aterol(orce9 shei�be des�gneC em1��n Oublished melenei l�Om LP.Any usc ol�G SolidSterl 15L.LVL eM IJo�ala Gonlrsry 414 UnonStreeL 5tile2U00 <br /> in5U118G Oy others No�oetls em to De eppliaC b IM to�he limita sel PoM�emon,ne}atee any arpieaa xertentyof IM Orodutl sM Ln NasMille.TN 37279 <br /> comva�am uni�1 etiarau me frem�rg ana lasunug en e�iscieime Ni imqied we�eaMws meivainq the Impliaa wmmmua o(msmMnuE�bry <br /> complsted ni�o emo sneu ioeas y�eaia�manaesgn end tnnesa fora paroculeros� Phaie 800.575.7570 <br /> ioees oe eppiieE m Ihe tompooent F� 866753.4369 <br /> A�OPV OF iH15 ORA WING�iS Ta BE GVEN TO THE INSTA�LING CONTRACTpR. <br /> Design Critefia <br /> ine nes�gn a�e maienei apeufsd aA��n suDsunth� �P+�d Sa�dSun am reg+aix�tneemeMe o��o��s�eMa�nfc Coqont�o� DWG # <br /> onlortnily wilfi ihe leliat Avi�ions o/NDS'Oeetl b�0 <br /> defleGtio��ncluans adjusimant i�c�or for cn�p Tat�i toeo Ce1.Pmp 65 W�m�nq Use ol Inrs O�dutt mayn6uli rn ezpo5uR�0 wOOtl dusi,NnOwrt SHEET # <br /> Osfl�Ciron�a�inaLnuneO�a. t0 thB 51G1B 0�Ca���fOmie to c1us0 cence! <br /> Pile:C:1Prpgram Fifes(zB6�LLP\WooO•E DeS�gn�20152WJOODE.SPX <br />