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Beam 820 Amerhart � <br /> 20�5.2 AllowebleS�ressOesign � <br /> NOTE: LOAD TABLE 2 PLIES 7.750 X 9.500 LP�V1.2900fb-2.OE DSSIGN CAITffitSA : MSI� 0.28 <br /> i.THISCOMFbNENTISDESIGNEOTDSUPPORTpNLY vSi: 0.62 <br /> THE VERTICALLOADS SHOWN VERIFICATION OF NOTE� LOADS SHOWN ARE FOR INPUT LOAD CASE(7). OTHER�OAO CASES DESIGN CONSZSTS OF 2 - PLIES FASTENF,D RSI: 0.64 <br /> FOR PATTERN LNE IOADiNG ARE CHECKED AS REOUIRED. TOGETHER (RP,FEP. TU NOTES). - - <br /> LOADING.DEfLECTION LIMITATiONS.FRAMING iDIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTI�EVER.) �� I�� � 35 PSP <br /> METHOOS,WINDANDSEISMICBRACING,ANOOTHER DEAD S.MD . 17 PSP <br /> (ATERALBRACINGTHATiSALWAYSRE�U1RE01S DISTRIBUTIOt7 SOURCH TYPS 20P/SZD& IAAD BRON TO SAhD LDP LASHL TOTAL LO}S7 . 52 PSF <br /> THE RESPONS181U7Y OF THE PROJECTENGINEER <br /> PT-IN-SX YT-ZN-SX <br /> OR ARCHITECT. UNZFORM FLOOR LIVB TOP 298 PLP 00-00-00 OS-00-00 1.15 ROOP LHYf SPAN GRR. : 13.00 PI' <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE ONIPORM FLOOR DEAD TOP 145 PL! 00-OD-00 OS-00-00 0.90 ROOF RIC�1' SPTN CARA. : 4.00 PT <br /> IATERALSTABILITY. pMIPORM HBAM WEZGAT 10 PLP 00-00-00 OS-00-00 0.90 <br /> 3.DONOTCUT,NOTCHQRDR�LLLPLVL. CONCBNTRATSD SNOW LZV8 TOP 3298 LBS O1-00-OOMINBRG�3.00" 1.15 DBpL8Cf2@I �'n*T�enTa : <br /> 4.SHIM ALLBEARINGSFORFULICONTACT. CONCSN'IIUTSD SNON DBAD i0P 1602 LBS 01-00-OONZNBR0.3.00" 0.90 LIVB IAAD DSFL: L / 2�0 <br /> S.VERIFYDIMENSIONSBEfORECUTTINGIPLVL TOTAL LOwD DBFL: L / 180 <br /> TO SIZE. WARNING NOTE5- <br /> 6.THI$lP LVL IS iD BE USED AS AROOF BEAM ONLY <br /> CODH COMPLIANC85 : <br /> MAKE PROVISION FOR ADEQUATE DRAWAGE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L•P ENGINEERED WOOD PRODUCT3. R6PORT N <br /> 7. M I N E IN R UiRED AT USE OF THIS DESIGN fOR ANYTNING OTHER THAN L7 LVL OR LP LSL OR LP IJOISTS IS APA DR-L260 <br /> EACH END OF COMPONENT. STPoCT�V PROHIBITED.ANY MOOIfICAT10N OF THIS DOCUMENT REOUIRES REVIEW tCC-as eSx-2a03 <br /> BYADESIGNPROFESSIONAL. I.AD85 RR-25783 <br /> DESIGN ASSUMES All"TOP`LOADS ARE CQSC 11518-R <br /> APPLIED TO TOP EDGE OF LP LVL,SUCH THAT PROVIDE RES7RAINT AT CONCENTRATED LOAD TO ENSURE LATERAI STABILITY. nlorida FL15228 <br /> LOAD IS DISTRIBUTE�E�UALLY TO EACH PLV. <br /> ATTACH THE TWO PLIES WITH 2 ROWS OP t6tl MINIMUM BEARING SIZES ARE SUFFIGENT TO PREVENT CRUSHING OF THE lP WL <br /> {3-112"j NAILS AT 12'OG STAGGER ROWS. BEAM AS DESIGNED.iT IS THE RESPONSiBi�ITY OF THE PROJECT ENGINEER. <br /> NAILS CAN BE DRiVEN FROM ONE FACE OR NAI.F ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> fROM EACH FACE. NAILS MAY BE COMMON OR BEAM IS CAPABIE OF SUPPORTING TME REACTIONS. <br /> BOX NAIIS WITH A MINIMUM$HANK DIAME7ER <br /> OF 0.131', i6d S�NKERS i3-��4')MAY BE ANCHOR LP WL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. <br /> USED.BUT HFLF MUST BE DRIVEN FROM <br /> G TNIS WL BEAM HAS BEEN DESIGNEO TO SUPPORT A 3001BS CONCENTRATED <br /> CONCENTRATED LOADS MUST BE EQUALLY lOAD ACTING OVER 2.5 X 2.5 FT(6.25 SQ FT) <br /> DISTRIBUTED TO ALl PLIES.ADDITIONAL <br /> FASTENERS MAY BE REOUIRED. <br /> :2 <br /> � 0 � <br /> SIIPPORT REACTZWi5 iLBS7: 9.SD0 <br /> MA%IM@f B BARI H G NIIM B ER - - <br /> 1 2 1.750 "'THIS ORA WING IS NOT T�SCALE^• <br /> DbPIIi 5049 2109 3.500 <br /> UPLIFP "' '"' <br /> CROSS SECTLON <br /> rux esr,�n�c srzss (ur-sxt <br /> 3- 0 3- 0 <br /> MAXIMOtQ D8PL8CfI�75 <br /> Cl�i.C.UI.ATF.D AI�I�WABI.E <br /> L.'NH I.C1AD 0.03"!L/1970Y 0.24" <br /> 'DBhD I�OAD 0.02" <br /> T01'AL I.QAD 0.0�^(L/1317) 0.32" <br /> Ma�ding&Erectlm �a�sa�asrar��s�.�v�awi-�ascs�c��c�;ms UserNaestUserisrespyxidehrNeaccurecyUtl�esenotes) Software Provided By: <br /> ot"7;n iE: 2072 <br /> TemDoearye�d pemiane^.�Drecing fornola�ng componenf Do not c�i,notcn,dnii oraile�LP SoI�a5�artl5l.lVL a�d tJo�ata oxcepi aa anown LP Engineered Wood Protlucts <br /> plumb an.�formsisi�ing Inleal(orcea xnnii oe des�gnad end�n puDlisne6 matanel�rom LP.Any uee o�LP So�iESu�LSI..LVI.en0lJo�ats contnry di4lJro0r1$UCC(,$yitE 2000 <br /> �nslelletl�y olnan.No loeae eR lo M apP��e�to Ihx to Ue iimrta sei fonn hemon.rrogeiaa enyesprtes ws�ranryof�he piod�c�eno lP <br /> component uanl after nl�ma(nmmy end�asiening ero diaclaima eu�mplroa wananuea mcluamg the�mp�iea wertenboa ol memMnubi�iiy NaShville.TN 37219 <br /> compie�ea A1 no lime St+e1110AtlD 9rvetort�enEavgn �nd fimess b�e qaN<ulerusa Phar�e 800.515.7570 <br /> IOads be aDP��ed to Ne compOn8n1. F�t Q�,7$3,4�i <br /> A COPY OF TNiS 0�1A W ING IS TO BE GI�EN/0 THE 3NSTALLING CONTRACiIX2 <br /> Dasi�Cnt��a <br /> Tne Oasign and meiene�spaciFad en m sueatantiei �P a�e soimsmn e��q�sierea�maemeMs a+�o��.�e,,,.aat�rc co��i�o� DWG # <br /> confomf'itywith tha!eteel'Bviswt+s 97 NDS'Deatl b�a <br /> aenecron incWoes sajustment raCarto�creap ioiai ioaa cei prop 65 wsming.Use o!�hu pioeua meyreswt In mavoauro ro wooa auzt..nown $HEET # <br /> oaneoro��s��Bm��e�.o�a io irw si.�.or ceurom�a m ceuse�e��a� <br /> File:C:1Program Fites(x86)LLP\WOotl-E De5ign12015.21WO0DE.SPX <br />