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Beam 820-B Amerhart <br /> 20�5.2 Albwabie Stnsa Dsc�gn N91: 0.88 <br /> NOTE: �OAD TABLE 2 PLIES 1.750 X 11.875 LP LVL2900Fb-2.OE naSicrt cxiz'ffiuw : vSI: 0.69 <br /> 1.THISCOtriPONENTISDESIGNEDTOSUPPORTONLY DESiG[3 CONSISTS OF 2 - PL:ES FASTENED RSZ: 1.00 <br /> THE VERTICALLOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(t). OTHER LOAO CASES TOGETHER (REFHR TU NOTES). <br /> LOADING.DEFLECTION LIMITATIONS,FRAMWG FOR PATTERN LNE LOADING ARE CHECKED AS REQUIRED. � <br /> (DIMENSIONS MEASURED FROM IEFT END OF SPAN OR CANTIIEVER.) LNB I.W�D 10 P&P <br /> METHODS,WIND AND SEISMIC BRACING.AND OTMER DEAD IAAD • 15 PSP <br /> L4TERP18RACMGTHATISAUNAYSREQUIRED�S DISTRIHiTIZON SOVRCS TYPS TOP/SIDB LOAD PROI! TO LOhP LDF iJ�BSL TOTAL LOAD • 55 PSP <br /> THERESPONSIBIUTYOFTHEPROJECTENGWEER PT-2N-SX PT-IN-S% <br /> ORARCMITECT ONIPORM SNOM LIVE TOY 630 PLP 03-09-00 09-06-00 1.15 <br /> 2.PROVIDERESTRNNTATSUPPORTSTOENSURE UxIPORM pLOOa i,IvB TOP 520 PLF 00-�0-DO 09-06-00 1.00 PLR Ls1+'i' SpAN GRR. : 5.00 P'P <br /> LATERALSTABILITY. UHIFORM SNOW DSAD TOP 306 PLP 03-09-00 09-06-00 0.90 PLR RIGF[T SPAt7 C.ARR. : 21.00 P!' <br /> 3.DONOTCUT,NOTCHORORILLLPIVL. UNZPORN Pi.00R �BAD TOP 195 PLP 00-00-00 09-06-00 0.90 <br /> 4.SHIMALLBEARINGSFORfULLCONTACT. ONIPOR27 NAI.L DB.�D ?OP 90 PLF 00-DO-00 09-06-DO 0.90 DBPLECTICN C7tI1'BRSA e <br /> S.VERIFY�IMENSIONSBEfORECUTTINGLPLVI UNSPORM BBJN[ MSICHT 12 PLF 00-00-OD 09-06-00 0.90 LZVB LOAD DBPLc L / 360 <br /> TOSIZE. CONCBNTR�TBD SNOW LIVS SOP 3023 L88 03-09-OOlSID1BA6.3.00" 1.15 TO?.�L LOAD DSPL: L / 210 <br /> 6.THISLPLVLIS'tDBEUSEDASAFlOORBFNvtONIY CONCBN'fR)�7SD SHON D&1D TOP 1468 LHS 03-09-DOMZNBRG-3.00" 0.90 <br /> 7. PRE I EO B IN UIRED A CODa COMPLZAtiCBS : <br /> 3T O.C.OR LE$$. WARNING NOTES: RSPORT p <br /> APA PR-L280 <br /> DESIGN ASSUlv1ES ALL"iOP'LOADS ARE THIS COMPONENT DESIGN IS SPECIFICALLY FOR l•P ENGINEERED WOOD PRODUCTS. ICC-BS SSR-2403 <br /> APPUED TO TOP EDGE OF LP LV�,SUCH THAT USE OF THIS DESIGN FOR ANYTNING OTHER THAN LP WL OR lP LSl OR l.P IJOISTS IS LADB3 RR-257B 3 <br /> LOAD IS DISTRIBUTED EQUAILY TO EACH PLY. STRICTLY PROHIBITED.ANY MOOIFICATtON OF THIS DOCUMENT REQUIRES REVIEW CCMC 11518-R <br /> ATTACH THE TWO PLIES WITH 2 ROWS OF 76d BY A DESIGN PROFESSIONAL. plozida PL15228 <br /> (3-1/2")NAIIS AT 12"OC.STAGGER ROWS. <br /> NAILS CAN BE DRNEN FROM ONE FACE OR HAI.F PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE IATERAL STABILITY. <br /> FROM EACH FACE. NAILS MAV BE COMMON OR <br /> BOX NAI�S WITH A MINIMUM SHANK O�AMETER MINIMUM BEARING 512ES ARE SUFFICIENT TO PREVENT CRUSNING OF THE LP lVL <br /> OF 0.131'. 16d SINKERS(3-1/4')MAV BE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY Of TNE PROJECT ENGINEER, <br /> USED.BUT HALF MUST 8E DRIVEN FROM ARCHITECT OR DESIGNER TO VERIFY THA7 THE$UPPORT STRUCTURE FOR THIS <br /> BEAM IS CAPABIE OF SUPPOR?ING TME REACTIONS. <br /> CONCENTRA7ED LOAOS MUST BE E�UAI.LY <br /> DISTR16UTE0 TO ALL PUES. ADDITIONAL ANCHOR lP WL FLOOR BEAM SECUREIV TO BEARINGS OR HANGERS. <br /> PASTENEKS MAV 8E RE UIRED. <br /> THIS f�00R FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPU7 TOTAL <br /> LOAO DEFLECTION LiMIT OF L/240.(PROVIDED BY THE lP CUSTOMER). <br /> THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. <br /> -�C <br /> 11.975 <br /> SVPPOR? RFACfIONS (LBS): <br /> qA7@ffII4 B EAAI NG NQMB BR <br /> 1 Z 1.750 "'THISDRAWINGISNOTTOSCALE"' <br /> DUWN 6878 7859 3.500 <br /> ��� CRO55 S2CfiON <br /> e�r esr.aure sxzas cna-sx� <br /> 3- 0 3- 0 <br /> tGXIIA[A!Dffi LBCTI�7S <br /> CAIiC[TI.AT� HI.I�C7WASL6 <br /> ISVE I.MD 0.11^(L/5201 0.31^ <br /> •DBab IAAD 0.12" <br /> TClfAI. 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