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Beam A4 Amerhart • <br /> 26i5 Z Auoweble S�roas Deslgn MSI: 0.31 • <br /> NOTE: LOADTaeLE 2 PUES 1,750 X 9.500 �P�VL2900Pb-2AE� DSSictl czurffitu : vSi: 0.35 <br /> 1.THISCOMPONENT IS DESlGNED 1U SUPPORT pNLY NOTE: lOAOS SHOWN ARE FOR INPUT t,0A0 CASE(i). OTHER l4AD CASES DESZGN CONSiSTS OF 2 - PLIEg FASTEN6D R31; 0.78 <br /> THE VERTICALLOADS SHOWN VERIPICATION OF pOR PATTERN UVE IOADING ARE CtiECKEO AS REQUIRED. TOGETHER f REFER TO NOTF.S). <br /> lOADING.OEfLECTION IIMITAT10NS.FRAMING (DIMENSlONS MEASURED FROM LEFT END OP SPAN OR CAN71lEVER.J LZVB tA7�D � 35 PSP � � <br /> METHODS.WINDANDSEISMICBRACING.JJVDOTHER D8M I.OTD . 1� PSF <br /> tATERALBRACINGI'HATISALWAYSREOWREDIS DISTRIB(TfIpN SOURCS TYYE TOP/SIDB LOAD PROM TO IAAD LDF LA88L TOTAL S.CUD = 5] PSP <br /> THERESPONSI&UTYOFTHEPROJECTENGINEER PT-IN-SX PT-IN-SX <br /> ORARCHITECT. DNIFOIw PIAOR LIVB TOP 665 PLP 00-00-00 14-06-00 1.15 ltOOv LSFT SPA[7 Gna. : 4.00 P1' <br /> 2.PRQVIDERESTRAINTATSUPPORTSTOENSURE IINIpORi1 �'IqOR DBAD TOP 323 PLP 00-00-00 14-Ob-OD 0.90 ROOT RSQR' SPAN GRR. : 34.00 !T <br /> LATERALSTABIUTY. VNIPORlt SShM W8IC8T 10 PLP 00-00-00 14-D6-00 0.90 <br /> 3.DO NOT CUT,NOTGN OR ORILL LPLVi.. Dgpq,g�=� �Tg�� : <br /> 4.SHIM ALLBEARING$FOft FULL CONTACT. WARNING NOTES: LIV6 IAAD DBPL: L / 290 <br /> S.VERIFYDIMENSIONSBEFORECUTTlNGLPLVL TOTAL LOAD D6PL: L / 180 <br /> 70 S12E. TMIS COMPONENT DESIGN IS SPECIFICALIY FOR L-P ENGINEERED WOOD PRODUCTS. <br /> &THIS lP LVL IS TO BE USED AS AROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP WL OR LP LSL OR LP IJOISTS IS CODS COIiPLZANCE3 : <br /> MAKE PROVISVON FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF iH15 DOCUMENT REQUIRES REVIEW Rgppe'[ ti <br /> 7. PRE I N ED E BR IN REQUIRED AT BY A OESIGN PROFESSIONAL. APA PA-L280 <br /> 61CHENDOFCOMPONENT. ICC-85 E3R-2903 <br /> MINIMUM BEARING SIZES ARE SUFPICIENT TO PREVENT CRUSHING OF THE lP lVl LADHS RR-25783 <br /> DESIGN ASSUMES AL:."TOP`LOADS ARE BEAM AS DESIGNED.iT IS THE RESPONSIBILiTY OF TME PROJECT ENG�NEER CCMC 11518-tt <br /> APPLIED TO TOP EDGE OF lP LVL.SUCH 7FiAT ARCHITECT OR DESIGNER TO VERiFV THAT THE SUPPORT STRUCTURE FOR THIS Plotida PL15]26 <br /> LOAD IS DISTRIBUTED E�UALLY TO EACH PLY. BEAM IS CAPABLE Of SUPPORTING THE REACTIONS. <br /> ATTACH THE TWO PLIES WITH 2 ROWS OF 16tl <br /> (3-112')NAILS AT 72'OC.STAGGER ROWS. PROV�DE ANCHORAGE POR UPL�FT AT SUPPORTS.ANCHORAGE DETAII TO BE <br /> NAI�S CAN BE DRWEN fROM ONE FACE OR HALP PROVI�ED BY PROJECT DESIC�NER. <br /> FROM EACH FACE. NAILS MAY BE COMMON OR <br /> BOX NAILS WITM A MINIMUM SHANK DIAPdETER ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. <br /> OP 0.131'. 16C SINKERS(31l4')MAY BE <br /> USED,BUT NALF MUST BE ORNEN FROM THIS LVL BEAM HAS BEEN DESIGNED TO SUPPOR7 A 3D0 LBS CONCENTRATED <br /> EACH FACE. LOAD ACTING OVER 2.5 X 2.5 FT(6.25 5�FT) <br /> 12 <br /> � 0 � <br /> 9.500 9- 0- 0 6- 6- 0 9- 0- 0 <br /> SUPPORT RBACPZONS (LBS): <br /> NJ1X430M 8 EAA I NG NOMB 8 R �}c <br /> 1 Z 3 4 ( 1.750 "•THISDRAWINGiSNOTNSCALE"" <br /> DONN 1642 6161 6161 1642 3.500 <br /> IIPLIFS 6 _'_ "' S <br /> CROSS SEC'fI6N <br /> IQN HE7IFIM; S22S9 IIN-SX) <br /> 1- 8 3- 0 3- 0 1- 8 <br /> MA%IDIIID(DBPS�BCi'ZONS <br /> CAIL.UTAT� AI.I.W7ABI.8 <br /> LIVE I.W+D 0.09"(L/2218) 0.33" <br /> *DB7�D I.MD 0.02" <br /> 1'OTAI. LUAD 0.05"(L/1580) 0.43" <br /> HxxlingBEreclim LFY��SdidStarl�LSI,�VLanOi•JastSpecifica0pn UserNaeS�Userisr05pmsiNeforUieacaxacydtllesena�) Softvrare Provided B <br /> Y� oi=�?�ir IBC P012 <br /> lemporaryand pertnanem bracing tornolO�ng componen! oo�,ot cu��otcn,nru oraneri.v SoiiaStan�5�.�v�end wo�sts excevt as snown LP Engineered Wood Products <br /> oi�.��e a�a ro��e:�se�y mia�ni ro20e fnsu oe a.e�y�oa e�+e��P�ai�snea msicnei r�om l0 q��use o(lP Sa��tlStan l5L Lv�e�a iaws�n comrery 474 Urtim SUeel.Suite2000 <br /> insullea oy omers N610aEs anl l0 06 epplied Io the to tne iimrte sei foM neieon,rroqa�aa enyexpmsa wainmyof tne O�aua enA tP <br /> compo�eoi��ri afio.ai�ine t�am��g a�d l.sar+��g a� a�a<inms eu�mpnea..ar�en�,cn��cwe�ng ina�mPi�cd wamnt�aa ot memnar,moirty NasMille.TN 37219 <br /> completed.A�no Ame snoli ioeds gnaier;nan oeeiqn ane 6meee b�e peniculx.use Ptqne 800.515.T570 <br /> loeds 6e eppi,ea fo ine componeM. Fy� g�]�j3,q3gg <br /> Oagn Critef�a �CCPY OF TH�S DRAWING IS TO 8E C�VEN 10?HE INSTALtiNG CONtRACTOR <br /> ina oes��gn e�e mate�ei soecifeE are in s�bawnua: LP entl SofiaSfert en ng�atena��demarks o/Louiauns-0em�c Corporation pW� � <br /> contom��tywrtn ms 4iasi mv�s�wns or NOS-Oeaa meo <br /> tleLeceon�.nel„aen eo�ustmeM Eaqor/orc�eev-Tme�load Cei Prop 65 Weming�Ua�o�f ix o�au<I mey�exaR m e.poa�re ro wooa aunt.known SHEET # <br /> delbclion is��sten:en�oua to�h�Sta�e ot Ca���om�a to ceuae cencer. <br /> File:C:\Program Files(x86yLLP\WooO-E Design�20/521W00DE.SPX <br />