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Beam C3 Amerfiart <br /> 2015 2 Aiiowabla$liea6 Oea��gn MSI: 0.13 <br /> NOTE: 10A0 TABLE 3 PL{ES 1.750 X 9.500 LP LVL2900Fb-2.0� DSSICN CASTffitIA : VSZ: 0.42 <br /> i.THISCOMPONENTISDESIGNED7DSUPPORTONLY N6TE: LOADSSHOWNAREFORINPUTLOADCASE 1). OTHERLOADCASES �ESIGN CONSISTS OF 3 - FS.IES FASTENED RSI: 0.99 <br /> THE VERTICALLOADS SHOWN VERIFICATION OP pOR PATTERN LIVE LOADING ARE CHECKED AS RE UIRED. OCETHER iREFER TO NO;ES±. <br /> LOADING.DEFLECTION I.IMITATiONS.FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVB IA7�D • 40 PSP <br /> METHODS.WIND hND SEISMIC BRACING.AND OTHER DBAD IAAD � 15 PSP <br /> LATERALBRACINGTHATISALWAYSREQUIREDIS DZS2RZBtTfION SOURCB TYY6 TOP/SIDB LOAD PAOD[ ?O iQ11D LDP I.ASBL TOTAL IAA� . SS PSF <br /> THERESPONSIBILITYOPTHEPROJECTENGINEER TI'-ZN-SX TS-ZN-SX <br /> ORARCHITEC7. Vl72PORM PIAOR LZVS 70P 500 PLP 00-00-00 14-06-00 1.00 <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE [7NIFORD! PIAOR DSAD TOP 188 PLP 00-00-00 14-06-00 0.90 PLR LBFT SPAN CARR. : 25.00 Ff <br /> t,ATER,OLSTAB�UTY. IINZPORx WALL DBAD TOP 90 PLP 00-00-00 19-06-00 0.90 Put RI(7iT 3P.�ti Gttx. : 0.00 Pf <br /> 3.DONOTCUT.NOTCHORDRILLLPLVL. UNIPOPM B67�M wEIGHT 16 PLT 00-60-00 14-06-00 0.90 <br /> 4.SHIMALLBEARINGSFORFULLCONTACT. CONCExR'72ATSD PLODR LIvB TOP 1J25 LSS 00-00-OOMINBRG�3.00" 1.00 DEe[.6CTION CRITERI'A : <br /> 5.VERIFYDIMENSIONSBEFORECUTTINGIPWL CONCBNTRAS&D FLOOR DSAD TOP 497 LBS 00-00-OONZN8RG�3.00^ 0.90 LZVL LOAD DSPL: L / 360 <br /> TOS12E. CONCENTRATED FLOOR LZVB TOP 4980 LBS 0�-00-OOHZDiBRG�3.00" 1.00 TOTAL L0J1D DSPL: L / 240 <br /> 6.TMISLPNLISTOBEUSEDASAFLOORBEAMON�Y. COxCSNTR.ITBD PLOOR DBAD TOP 1867 LH9 04-00-OOMINBRO�3.00" 0.90 <br /> 7. M I NE E8R IN RE UIREDAT CONCENTRATBD PIAOR LIVB TOP 4980 L8S 10-06-OOMIDTBAC�3.00" 1.00 CODB COd[PLI.WC83 : <br /> EACH END OFCOMPONENT. CONCENTRATSD PLOOR DEHD TOY 1867 LHS 10-06-OOMINBRGa3.00" 0.90 RSPOR? 8 <br /> COIiCSNTRATHD PLOOR LIVS TOP 1335 LBS 14-06-OOMZNSRG�3.00" 1.00 APA PR-L280 <br /> DESIGNASSUMESALL'TOP"LOADSARE CONCENfRATBD PLOOR D871D TOP 497 LBS 1�-06-OOMINHAG�3.00" 0.90 ICC-63 HSR-2903 <br /> APPLIED TO TOP EDGE OF LP LVL.SUCH THAT IaDeS [tR-25783 <br /> LOAD IS DISTRIBUTED EOUAIIY TO EACH PLY. WARNING NOTES: CQtC 11518-R <br /> ATTACH TWO PLIES WITH 2 ROWS OF 16tl Plorida PL15228 <br /> (31/2')NAILS AT 12"OC.FROM THIS COMPONENT DESIGH IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRO�UCTS. <br /> ONE FACE ONLV. STAGGER ROWS.FLIP USE OF THIS DESIGN FOR ANYTNING OTHER TNAN LP LVL OR LP LSL OR LP IJOISTS IS <br /> BEAM AN�ATTACH THE THIRD PLY W ITH 2 STRICTLY PROH�BITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW <br /> ROWS OF 16tl(1 V2")NAILS AT 12'OC.70 BY A DESIGN PROFESSIONAL. <br /> THE UN�NAILED SIDE OF TME FIRST TWO <br /> PLIES. STAGGER ROWS.NAII.S MAY BE PROVIDE RESTRAINT A7 CONCENTRATED LOAD TO ENSURE IATERAL STABILITY. <br /> COMMON OR BOX NAIIS WITH A MINIMUM <br /> SHANK DIMIETER OF O.t37'.t6tl SINKERS MINIMUM BEARiNG SiZES ARE SUFFICIENT TO PREVENT CRUSMING Of THE l.P lVl <br /> BEAM AS DESiGNED.IT iS THE RESPONSi&LiTY OF THE PROJECT ENGINEER. <br /> CONCEN7RATE�LOADS MUST BE EQUALLY ARCHITECT OR DESIGNER TO VERiFY THAT TME SUPPORT STRUCTURE FOR THIS <br /> DISTRIBUTEO TO ALL PLIES. ADDITIONAL BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> FASTENERS MAY BE REOUIREO. <br /> ANCHOR LP LVL FLOOR BEAM SECUREIV TO BEARINGS OR HANGERS. <br /> BEARING 2 RE�UIRES FULL-DEPTH BLOCKING,S�UASH BLOCKS OR OTHER <br /> DEVICE TO 8E DESIGNED AND INSTALLED TO TRANSFER 2644 L85. <br /> BEARING 3 RE�UIRES FULI-DE�TH BIOCKING.SQUASH BLOCKS OR OTHER <br /> DEVICE TO 8E DESIGNED AND INSTALLED TO TRANSFER 2844165. <br /> BEARING 2 RE�UIRES fULL-DEPTH BLOCKING,SQUA$H BLOCKS Oft OTHER <br /> DEVICE TO BE DESfGNED AND fNSTALLEO TO TR4NSFER 2844183. <br /> BEARING 3 REQUIRES FU�L-DEPTH BLOCKING,SOUASH BLOCKS OR OTHER <br /> DEVICE TO BE DESIGNED AND INSTALLED TO TRANSFER 2844 L85. <br /> '4- <br /> SOPPORz RHACI'xox5 (LB51: 5.500 4- 0- 0 6- 6- 0 �- 0- 0 <br /> MAXIHOM B E.�R I NG NIIMB SR <br /> 1 2 3 4 1.750 "'THISDRAWINGISNOTTOSCAIE"' <br /> D(%VN 3108 11T31 11731 3108 3.500 <br /> UPLZFI "' _" '_' "_ 5.:50 <br /> CROSS SECTION <br /> MZN SEAPSTiG SIZES (IN-SX) <br /> 1- 8 3- 0 3- 0 1- 8 <br /> nv.xn�n�crzoNs <br /> cu.cvi.Ar� Ac.coP+�,ezs <br /> I.IVB LWD 0.02"(L(4425) 0.22" <br /> •DBF�U t.OAD 0.01" <br /> i'OTI.i, i3Oa� 0.03"fL/30081 0.13" <br /> r+arw��yaerecum �aasa�asur�ca�s�,�v�andi-�ascspec�ecar;ms UserNaes(Userisrespasideformeaccurxydmeserwtes} Software Provided B : <br /> Y �.:+rn7 IeC 2012 <br /> 7empoaryannp>rmnnanibrec�ngforholdingcomponent Oonolwt.no�cn.aniio�eibrlPSoi�dStattLSL.LVLandiJoislnexceD�aashown LPEngineeredWoodProducts <br /> p�umb ena for rea�s���g ia�e�ai Ioroes ahe��be deaiqnetl ene��Ouoi�snea metenei from LP nny uae of L�Sol�dStan LSI..lvl ena Wasla con�nry 414 Uni0f1$VeSt.$IktC 2Q70 <br /> msuuetl�vomen No�oeea ero w De aoG��ea to tne to ina iimita aoi fon�neteon.nogaas anyeKpnas wa�.anryof ms D�tloct em lP <br /> compo�enl ume eHer en tne fnm�ng a.W 4arening eie alscla�ma ei��mo��aa�..enanGes�nciuding�M�mpytl wert�nties ol me¢hanteb+lity NdShwlle.TN 3T219 <br /> comp�eietl.At no tirtro anei�Ioetls gmeterman aeugn and nmess(or�panicwar use Plione 800.515J5�0 <br /> iwds oa�vo��ed m me<ompoixn� Faz 8fi6753.4369 <br /> �CCPYOi'iH15 ORAWING 15 TO BE GIVEN/0 FHE INSTALLING CONTRACTOR. <br /> Design Criteria <br /> The tle9:gn an0 ma1eM�spec�ilietl aq In suDs�eMia� LP anC So�idSterl em mgistend VatlamaMs olloui0ianeDecifit CAryoretion pW�`j � <br /> Conform�icy witn Ine lefesl rvvinrona of NOS.'Daea loaa <br /> aenact�o���cioaes ea�osimeni tecwrro.creeP io�si ioaa Cal.Pmv 85�'oam�rg:Uaa o/tnis v�duc:maynsuu m�aposuo Io w000 dust.known SHEET # <br /> tlef�ectbn Is��aunieneous. io tne 5�aie o�Ceinomia io ceusa cence� <br /> Fite:C:\Program Files(x86)�LP�Wootl-E De5ign1201521WOODE.SPX � <br />