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Beam 819 Amemart <br /> Y0�52 AuoweoleSlnssOoa�gn 115I: 0.T9 <br /> NOTE: LOno7ne�E 9 PLIES 7.750 X 71.875 LPLVL2900Fb-2.OE �asxc�c�T�u : vsx: 0.61 <br /> i.THISCOMPONENTISDESIGNEDTOSUPPORTONLY DESIGAI CONSISTS OF 3 - PLIFS FASTENED RSI: 0.39 <br /> THE VERTIC.4LLOADS SHOWN VERIPICATION OF NOTE: IOADS SHOWN ARE FOR INPUT LOAD CASE(1). 07MER LOAD CASES TOG6'i'HER (REFER TO NOTES). <br /> LOADING.DEfLECTION UMITATIONS.FRAMING FOR PATTERN UVE LOADING ARE CHECKED AS REQUIRED. �yg Ip,J�p . 90 PSP <br /> METHODS,WIND AND SEISMIC 6RACING.lW D OTHER IOIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DSAD L071D . IS PSP <br /> IATERAL BRACING THAT IS AUNAYS RE�UIREO IS DISTRIBPP20N SOIIACE TYPB TOP/SIDB IAAD tROM TO LOAD LDP IJ�SRL TO'1'AI. I.0)14 . 55 PSP <br /> THERESPONSI&UTYOFTMEPRQIECTENGWEER PI-ZN-SX !T-SN-SI( <br /> OR ARCHITECT. LiNIPORM SNON LIVS TOP 630 PLr 00-00-00 09-00-00 1.15 <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE IINZPORH PLOOR LZVS TOP 600 PLP 00-00-00 12-06-00 1.00 PLR LEFP SPAN CaRR. : 4.00 PC <br /> LATERALSTABILITY IINSpORM SNON DSAD TOP 306 PLP 00-00-OQ 01-00-00 0.90 PLR AIQfI SYnN CNtR. : 26.00 Pf <br /> 3.D0 NOTCUT.NOTCM OR DRILLLPIVL. IINIPORM FLOOR DSAD TOP 22S PLF 00-00-00 12-06-00 0.90 <br /> 4.SH1M ALLBEARINGS FOR FULL CONTACT [JNIpORA( [�ALL D8hD TOP 96 PLF OD-00-00 1Z-06-00 0.90 DBTLBCT2@1 CFSTBRIA : <br /> S.VERIFYDiMENS10NSBEFORECUTTINGIPLvt IIetZPORn as�et wsZGx'1' 18 8LP 00-00-00 13-06-00 0.90 LiVs IAwD �8ln: L / 36� <br /> TO SIZE. CONCHHTRASBD SNOW LIVE TOY 3023 LSS O4-00-OOI6ZNSRG�3.00" 1.15 TOTAI. LOAD DHlL: L / 240 <br /> 6.7MIS LP LVL IS?O BE USEO ASAFLOOR BEAM ONLY CONC8N7RATHD SNO/P DEAD TOP 146B L85 04-00-OOMINHRG�3.00" 0.90 <br /> 7. PRE N E B IN UT A CODE COMBLI]WCBS : <br /> 5Y O.G OR LE$$. WARNING NOTES: RBPORT 1t <br /> � AP.1 PR-L280 <br /> DESIGN ASSUMES ALL"TOP'LOADS ARE THIS COMPONENT OESIGN IS SPECIFICALLY FOR Lp ENGINEERED WOOD PRODUCTS. iCC-cS ¢SR-2903 <br /> APPLIED TO TDP EOGE OF LP LVL.SUCH THAT USE OF TNIS OESIGN FOR ANYTHING OTHER THAN LP LYL OR LP LSL OR LP IJOISTS IS L11DSS RR-25783 <br /> LOAO I$DISTRIBUTED E�UAILY TO EACH PLY. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS UOCUMENT RE�UIRES REVIEW CQSC 11518-R <br /> ATTACM TWO PIiES WITH 2 ROWS OF t6tl BY A DESIGN PROFESSIONAL. Florida FL15228 <br /> (3-i/2')NAILS AT 72"OC.FROM <br /> ONE FACE ONLY. STAGGER ROWS.FLiP PROVIDE RESTRAINT AT CONCENTRATEO LOAD TO ENSURE LATERAL STABIUTY. <br /> BEAM AND ATTACN THE THIRO PLY WITH 2 <br /> ROWS OF 16tl(3-1/Y)NAILS AT 72'OC.TO MINIMUM BEARING SIZES ARE SUFFIGENT Tp PREVENT CRUSHING OF THE lP W� <br /> THE UN-NAILED SIDE OF THE FIRST T✓JO BEAM AS DESIGNED.IT IS THE RESPONSIBILIN OF THE PROJECT ENGINEER. <br /> PLIES. STAGGER ROWS.NAIIS MAY BE ARCHITECT OR DES�GNER TO VERiFY THAT THE SUPPORT STRUC7URE FOR TMIS <br /> COMMON OR BOX NAILS WITH A MINIMUM BEAM IS CAPABLE OP SUPPORTINCa TME REACTIONS. <br /> SMANK DiAMETER OF 0.131'.i6d SINKERS <br /> ANCHOR LP WL F�OOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> CONCENTRATED LOADS MUST BE E�UALLV <br /> DISTRIBUTED TO ALL PLIES. ADDITIONAL THIS FLOOR FRAMING COMPONENT MAS BEEN DESIGNED WITH AN INPUT TOTAL <br /> fAS7ENERS MAY BE REOUIRED. LOAD DEFLECT�ON LIMIT OF U240.�PROVIDED BY THE LP CUSTOMER). <br /> 7HIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. <br /> � <br /> i <br /> "OPpORT ASACI'ZONS (LBS): ;1.H?5 i III <br /> MAXIIADM 8 EARI NG NDM B BR � � . . ' ' <br /> 1 Z 'Sc ^`THISDRAWINGISNOTTOSCALE"' <br /> DCWN 10048 6586 ?.500 <br /> orLzrr --- --- s.zso <br /> CROSS SECTZON <br /> aurr sanxu�c szzas cna-sx� <br /> 6- 9 4- 4 <br /> MA7CIMiRI Dffi�LECLIONS <br /> GLCtTI.k?� 11l.i.[1AiABI.E <br /> LIVS I.MD 0.78"(L/508) 0.40^ <br /> +DHAD TJ]AD 0.30" <br /> 10TAI.I,MD 0.48"lL/299) 0.60" <br /> Handing&E�6[nm LPP)$d�itl$13rt19lSL,�VL�tlI-JaSlSpecific�orr. USe�NOteS(USai5r25pOn5iblBflxUieactvaCy0fV1E5¢nctBS) Software Provided By: <br /> fl',��"� IBC 2012 <br /> 7..�po�N aoe pu„���i e�.o�oq ro.raia�rg<omPo�. oo�m ow.�o�on.a�u or mm.�c sor�asan�s�.�v4 aoa��ofs�s.,caa o,.now� LP Engineered Wood ProduCts <br /> Pwmn a�a ro��as�si nq iei•mi roRea anon oe aes�g�sa.oe��v�ai�anea mxisnai r�m ta.nny uer o��P sa�dsen�5�.�vt eM IJoi�ta conl�ary 4ta Unim SVeeC SWte2000 <br /> �naiaiied Eya�en No loetls�n lo M eDPIieO�o;�e to ihe lim�te e��forlh hereon.nege�ea�ny ea0roaa wartentyof IM D�ducl end LP <br /> component unt���eh��eu iM framing uro fauemng en a�ade�ms�n��mp�iea wartanGes�mciudinq tne imol��eu werranues of inean�nLbuiry NaShville.TN 37219 <br /> compiQteO ai no�ime anen ioeds ynatermenaes�gn ane Gineu bre canicNeruse Phme 800.515.7576 <br /> �oeds bo eppi�na io ine compone f�c 886.753.43� <br /> A�ppv pF TMiS DRaW?NG IS TO BE GNEN 10 TME�NS7ALLINGCONTRACTOR <br /> Design Criterla <br /> Fhe design enG me�enel epecifed ere in suea�ent�ai LP ena SoimEten ere ngisiemtl ineam.erks of Lou•afenePeclfic Corpont�on DWG # <br /> onfortnitywrl�Iho le��st revla+ona oi NDS'Dsetl loatl <br /> Eaiieeuon inclutlea ee�wtmeni factor lorcreep 7ote�roatl Cal Pm065 Wem.ng:Ua•of�n,A veod�ci may neWt�n�apoeun to wod a�at.x�wwn $HEET # <br /> defiec[ion is�ns�nl�neo�s �o rhx Srote ol Ca��fom��.e�o ce�s�unc�r. <br /> File:C�.\Progiam Files(x8fi)1LP1Woo4•E Oesgn�207521W000E.5PX _ <br />