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Oddw k,mrw.3bbols ema I*oo*atame &d iv*udk sra.M".. gs a lbe o.+oiw. •beta.u t,•Cogrokawaw..Mr..cr,,.a..nra e...o.a w ea,w..e a 1e.is I%li"21 NovissaapoaasslsaaltsMarMembwesrosaai1wrNMs+e M esaapmWL iteidsaSs Zds Msed*WwMose amtaaedt bW wnl rAer M. cv aadaIN At w"srrt beds p09W MOM deslpnbsds d haft ssdo sgdiwa ft Ann*ass gU lbelp w1w OU dwA*pb•Do ed1 sal.Bela data crassr a.roaM Lit-satin CUR.LPN Jadssaesp at eno a Low (elm 7M am a=). Ovoidba am pa-sbaedearssokidAMWnAwlildsolo!si0ur- essawai MWO a1aM11MdelmWkmLP@vmwo1*w*4&*LlL*NCTRLPIdWMsa6d" Nmonr WAm (M%an225 I dnaeat baeauiaasiie paoalswl Dr sM aarleewr *sarLsMLVL aril loft kWA es111amMmesio~ally sofoes r+wAr Of"pwlbot&dar G1 DN%P GHMr. elm LN Albanreaw saaab lomd a.ssfaa Wis VA&Ms1 insist,bet dlsdd m dhybs Morease iasli WilllowwweeseMM*few-a Wbillb OCT') Ths desyaadnd a1Ms[I/gMrifM eR issabslsarlal p1Yar<1Ri selseadaol nd11 oosaeVe aaaaM 1as pyledapr wgY[eafR WA sonfor s p4hu wrare. I sodlaaerY arlla 11as Yaaet astidsfesM DD6 snd AiTC.'D.ed aegis C raaa ase ibasteeppw4 fA eesaame Mn saer sesiR astJ LV CIM 0C1CboldolvakeMelaMs¢sbsi hesorAr wow sod WTILLIMD OCIUMCMP C eMeeessbsnaw e oom AMMeaser teipiesa *"tel eswho eCqsaew*q dCwa.ad, LP Is a rsdemwk aeL&AWS.Pssnle Mrporeftk SHEET 11 MANNMINO BU ILDERS-LOT2 STONE CROSSING-REAM 4 NO poor 31 Allm"srnrss t)asyr,NOTE.- L ow TAKE S f11 900 vi.0—- DESzall CAI-.EprA lfsl D.eeI. T711SOOf 1'+iONEfR18DEM IEOTD CAM" TDNfIt Dr310K OOM373TO C= 3 - PLIES msTmc yl: oa2 LOADNTHEV17DEFLQN4DS9OMYIIFAIFIGTiONOi FOR TLDrAD6BN0 MrPIAAE AREOCKED/R 'I 107NBtL0AbCASfS IroGmrm 1t1s¢Pse,To N07SS)-LI'JL LOAD v PSFLOrOIMCi.DEFLECTION LSViTAT10N6,iRAEiO DINErJNpI$ URA F LJT T ENL3Cra EQ CANTliV6R OK71D LOAD I5 P8PEmma18MICBRACILIOAMOOTIIERDOW LOAD 15 PSPSWLIMAYSRELIne,8 DISTRIBOTICK PWRCE -&M jOP/Sri LOAD r" 70 W" LDF 40RAPKfff=. TIE PROMT EMONEEFI r7-IM-ax IT-131-Sx MOOR SPAR CAWIaD 1.33 ITORARLfiBL'f. tutzMeuy r7,po1 Lrvc rot 9l0 rar 00-00-00 22-06-06 1.002.PROMDEAESTRAWATWPMRTSToENSUIIE tlNiFOON MDR MAD TDP I10 PLr 00-a0-00 22-09-06 0.90LATERAL.ErMNM. G>)IIlOMI rrlJOR LIME TOP 20 PLr 00-40-40 22-0E-o6 1.00 EFLaDCTICH CRI7lRIA00NOTCUT,NOTCH ORDRLLQAM4AWI UNIPOPH TIAOII CZAD TD'P 15 PLr co-oo-aQ =-a9-06 0.913 Live LOAD DEFT:I. ! 480can4.SHOALL MAgbNn FOR FULL CONVICTTOML IX" DsrL. L / 24DSVERIFYCIMENORMSfEPORECllTTlWWfARNP*#I0TE9: W GAN04LAM TO SIZE.STii WK1-LAN IS TOE USED ASA 7M ODNPMRT MIDN IS3'EQ"LLY FOUL.'9101WEIMD None PROON C7iROORBEAMONLY. LIB!OF Inks DLNONFOR AMI MW C fWR TON GOM-LAN LYL OR LPI J=Tl119 COM CQHFLI . iLroR7PP0WMCO+PW961014 FEW IMCM AT STRWMV PRON11011L ANY II MFICATIOM or THIS 00ctmKrluola M REII LWEACMEMOFEW. SYA I F$ litho UNICIIA1- I soc1+9;-53OCA ER-5004OEMASSWEBIDOMPONgNtSCARRIEDAREFARD11MEARIMOSIZESARETOPREVENTCRUSHINGOFTHEGAN04AM1VLO&W.V IS THE a L.A. City RR 2516'APPLIEDTO70P EDGEOF GAWCII-LAME Sl1CN THAT RSWONS181L OF THEPRiDXCTElV3WjR ORARCMi ECT 70MARE SURE THE 30CCI 91110CLOADitDIeTRMIITEOECiUALLYf0AACHPLY. ME,SPECIES,AND TIRADE OF LUWIBEA US=FOR THE DEA%W PLATES ARE Ccm 1 l 516-RATTACHTMPLIESWlr"3 ROM OF IEO OEJI NED TO CARRY THE RfACTIOND OF THE GAW.L"LYL BI<it111 MID PREVEW C MHMOS1XWATIrOC.FROM OF THE BEARIIJO PLATE.ONE FACE ONLY. STAGGER ROAWS_FIrP C. b'EM AND ATTACH THE THIRD PLY WrH 3 A14CHDR04104APA LVL SEAM sEc RtELY TO SEARMIOS OR Hk*oEllemR0%GE 1ed(31W)(WLBAT t2" a OCTOTME WMAUDSIDE OF THE FIRSTcrlMDR".3TA13CWR FKW M NWLS W BE co COMMDNOR BL9t MkLB WITH A VN'HA lWV"MUIII 8WM CWNTFR OF Q IS7'. w COO SUPp-;R7 RSACrIDAS IIAIS) CASL SBA R I NG N J KB G R 1 2 6862 58f. 641 1641 Lrr W JIX rje"Irao sizis (IN-SX) rQ 3- ?- O W C/2 tL WN f r,;14gg trF.C;1C:t 1F yQ47C.!C C .sti^.-CRaIiGDIJI:"ell :.',LC,18L 71TE LOAD 3.S3" 0.55• 22- 9- 6 N YNl$ORAWINO Is NOT TO SICAI «• IIsrstMs a ErtcTorl L1rcaGan ous lnromnlren atno l;.n>,LYL end CTA.91_JdN fted s in Softars ProWdod Ry. aaaa.0 siti7i:1K owme ry dsd psrrrrrnrd Lmerp for l by emb et a Trr Magog"ooaboaordsw ss aPseLad a8 it*a-INrsraf Yr •9% ' m rd dorrrsctorb txOitry UmLUi and CIR Ulf aas>,le to LP Engtreered Wood Pmd6ctswrdw1brnsY1MtblerafhrCsssfvsbpd4.4oes errs cespMa sLsorss.tNds ro4a1e rsoaaery asds snaphsw adoronqE—+ sidrsd 1!d m.Ira raise orals Oo oApied Wow Doll Lr6uaforr•MereMN alyrrrs of aaiMb Nniobw brkM>1•C srdlr psrsirgs Lisa s1rN b CV I fain eeltalbral on"*aWWbalsa"sn his IM gerd o wkanAasf••br sod 2M QI NoW ass K p lYo etot bode prabr drorr dnlpnbsd<a rdbfssss tALsda iMld sw w/als nsAfaast bod/ drd i rerM c 000d7stoloosawn M11rags"*d rsr4Are"uoaetademipr WweWLdrawlr1y 'Deadawl.ft i%SAloralerGWO&ArnLULsnrCM.LN1ebisaecepessrmr.n LMN t0Q11 M-nn I MMdre ani tsa m -isaoh""1r tlis Is pAbWsmwW tmLP aft sM Or4Mlp Losl LV1 dadCll LPI Jdplt eo"rj Ntbonsf WMS (SM 9W 925L Osipn ON" gvrtssd Drslsotirrsrnw dbsµdsrLVL and b h rrrls oM um lonar,00"M srM ow"s,nsonrk of s1e P eI srdtPaavorasodsniAsdcssis.ord wm ss.el uerr lead dlsohlrrm rYrMlrsrrsnuess wolydtpsya Ispsd rrsasrsbs orswMw/abtY> im ie4r onrl Eu""e"dbdm ka6olorslol N1Yodls alt esrsssl oosasls atlM LsI pslscNd ds nlgrrred bf suedtbs)fstor s wdtdvrws. CIC: eailrrsllr rMsr tirs besot rs+INorn sA eOi sod AiTc•Dad saga Ctralrarerse sMirstarp liw sours twslL ber sosrR ars J LPSoddeArdkaNrMswoSw4as1roedwffrftvW%W MbrlslpotrfdsaMMisysWorl1M&4w%vftALMwsn 'AC0'Y4WTNLSDAMVM10Tfl0EGN M101CWTALLI103CONIRACTCA DM 0d4EEeabYMlY+bolOts AnfdssPswfsrDfosefaawrarbedabsaoseNs/MsnEidsrearrpk`a^ IP b•rsdsmerl oe Losbbsra.PaeMle Gerporossra SHEET f KW"INO RL& ERS-LOT 2 STONE CROSSING-BEAM S a NC tors. 701t2 abrrtld afflWa[lrsgr LOAD TABLE M15t Obl9Lfi6l4S1ESC81t'I1'ERIA p! RE ZI I IOA 10M VE ICAMC)N OF NOTE. LOADS 94"ARE FORIMPLIT DI VcoIOM CQvStSIS u: 3• - PLte$ FA9TSR®1. T1$OOMPGNL DE MOTO RTOt Y KW HLR LLIV IDAD 41 4SFGOAONG,DEfUiCTIONUMTATIpN&FRAMNp L HG C E DUO LoW PMEIHODB,WND,A D49WdCYRACINO AND 01110A MEh UH0 E 7arAL LOAO 55 ParLATERALSMOCIIG1MILTIBALWAYSid5bii6lSLZSTRIEEMONSaiRceTYUrOP/site LARD MUM 40 LOAD Ill!TPEF"PONeIBILITYOF THE PROJECT'fWt6ER F"I-Ili-3JI IT-IIF-sX rLOOR SPPQ;CAMRD i 1.-;0 F:ON ARCHIT110r, Ub1Irom FLOOR Lr.= 70P 4/0 Fi,r 60-W-00 22-00-06 1.00ZPROVIOEPFOQVIDEFIEISIRAIIRATSUPPM9TOENSUREUNIPOLWFLOOROBADTOP110VaP00-00-00 22-00-06 0.90 unwr20N CRITERIAWIrFM19TAWITY• ImlrOIIM FLODbt DEAD TOP 35 FLr 00-00-00 22-08-06 0.y0 LIVE JAAD DerL:L./ 4107,WD NOT CM,NDTCHORDFVUGAN 4AK URIporm FLOOR Lrvz 7or 20 rLr 00-00-SO 22-00-06 1.00 70TAL It" D2P.: L! 2404.SW ALL 8FJ1R1108 FOR KU DONTACT. F VPcFSFYI MCNIOPOM BEFORE CURING VVANING mma011g04.AII Ti0 UM. s.INS CANAAM ISTIO BEUSEDAS A IMS OOMPONWIXIIION 0VWMALLYFOR LP EWUNIER® PlODIIC I&OOCH CyMPLL1AilCESFLOORWMRIONLY. LOW OF749S DESI=POR AWTNSO OTMER TTMN AAIIG"Ill LVL ORLMF OIRTR IA REY(]lt: 1F'NQVME COSAPRESl1f0iIt1ME FJIlAONd AT lTIrI.'TLT AIIDIBBNTtA ANY MODIAG7fOM OPTWB DOGLMI><N1'F IJM!`IIlIPEW 30C:A 97EACHENDOFCOMPiOMENfT. BYADWOUPROP12210RFIL WHO CK-5t04 L.A. C_ty R8 25157DrdsARE1M:MIMLIM BEIAM ID SiMS ARE To rRCV9M CAUSHMD Of THE QM64 ANM BEAM IT K P-MAPFTOTCPEDWOFGAAG-LAF,I.SUCH THAT igESPO-WB,.cL-ffY OF THE PROJECT 849INEER ORAR04TOM TOMAKE SURE THE 004c I 1191E-LOAD IS DIBTRrOXED WUALLY TO EACH PLY WP,SPWM.AND GRA Z OF LUMBER IPSTO FOR THE BBARWO PLATES AAA, ATTACH TWO PM YYITH 3 RO WSOP 164 CE5aNEO TO GUIRV THE REACTM5 OF 7W GAMH AM L.VL BEAM AND PREVENT CJAUBHIIO43.19)N&SAT 17 OC.FROM OFTHEWAFSNG PLATE ONE FACE ONLY STAGGER ROWS FRIP W-A MANDAMACH THE T111RO PLY VWH 3 ANCHOR G ANe-LAM LVl BEAM 9FCLIRELY TO SEARMS OR HMl SMmROWSOF1B0(mw!was AT 1r QC ro T1!Ln ma"SDE OF THE RRST cn TVIA)PLIES. STAGGER RCWAE.:WLA WAY BE COMMON ORWK MILS WTH A WTHA AIISRMWI WANKOUrAMROF 0131•. o C7 ao Mymcal 5U?PORT PAAerro s e:-ast CASS D 6 A R I M c \ C M 6 F R 1 ? 1 6862 6E 32 2 1641 1641 MI2: DChAIM S,ZIt;; ::`:-Sy: pCt 3- 3 C7 z la.ouo r=i W 3.50: ' R•s sBA;11 XkXIKK- L1b7 ',LAC 5.53`I 3L 4D -25' 22- 6- 6 Tk"WiAA W OPSMQTTOic"V cv o HHs NO A EIrC1pI1 Nismilanews If:vtnebm 6WAM LVL AndCi1L LR,Jw&iCll0OVII Sdt#ms PxaArldod By: f-.l TMao+doteralBRwrrnf>r.ttnOixlwliryopwarsrl i..%s.aralr cwrwmmi.l,.Ia morem.n;s.a..V.r.Itn. watpxu nacrn6>wJorl,al. I LP EngkxwW Vtbod PwdudspnbwoleraeRirolowalf0c"afro bedes"nd otddeN asrcaw OttOb sl ttt nOOtraq 006e toaotbneta9broraa Oadlk apPlpedoxa E-. NrYbd hom".Pb bed bit low•ppoMM Ab Na ow"', '6m,taWWit dsa*M Of**tM 9 Aa SVMWe bdus -Oeawc&mob d%*M WOW 1000 Rein 041118 apdb a tn"Meer e'60 l*d 77D6111p Way 421 MOM atrAwwturirAlrrNtAtkMnro.w ttlerPeatw Ilitaogmma swo6spn aloft llaa.bOMldoeanelnrall.A wmrlww. YYSrOtBlon,nC 2"1 V Cae rettR N m tm""boo w*aw nunaulpP b#&bs OOWa:iVeieat+a4*v Ws,eb rat o "Gabe.~rtle**mVQIs 'De ad eaa,odc+.dtta aaar SalpUM L%L aM CTR.iPI JOtsM*OWss ito a LOW (810)me-087s c applsdb MtatlRellta tbbnta satisetM.11s srurbwaidtttyr lr lPOtow4 is t1, la Ws In pWMlRed molontl bomLP a p m alliNptan L L andCTR.LPI Joblo ca i sro Noma Win mm go 9106 r D/iJ!CrBlllb buml w dole ptrslei by a a kwor.OOR4.tw LYL asrl *Ilitells*K Mnh I - OWr eapW wvnsA rOdra MOM IrM LP aTR.LfM o1euw+IlettrdtYaaordotrard+OMwart wmkrbodl 4boblostLbrfibwONitiOsOlMldnpaMhtpladwOlwMYsdswrllae.ol6Mf Tbt stay.sl dfsMasl spodTYsawbn Gtsttrttal a b tS w earatal rlM ooneMtr nett It palturd u a*Inb 4 mr4•rinbt lv a tldroaYr re. I ewft ngr*how~wAoblle rr m s ow Aire.-Mad DWOcLb«tdolrAotrelaet.grelrr.n teaser 4r swop TwI duet rntNbvblOareNN InopOaOwt.TAIb drrWltpmet blew ACWV OFIM CRW AMO a TO BEQIY[MTGTrC oiTTALUMa CO"ArTM Imo-. e>rtewtre is Mb1OWMlIOeat, helelaett saHoiOta/fa.wlataee Ie ee senseParadaw E pYreMq Ooo wnri LPUtdtbW>,IMarle,iraW PeoMaQsr errtew SHEET It MANNMINC BUILDERS-LOT 2 STONE CR0S&NG--8EAPA S h1DTE.i0013 r lowftb a"=GOO]" NC I THIS COMPONENT IS OESSO'EDTD VJPMT 0VLY LOAD TABLE iII1Sl:aHTHEVETLOADSBM4Vr1'I VE I1FICrkTIDM OF N07E' LOA06 GHOWH ARE FOR INPL9 LOAD CASE DRSIGA CONS iSTS OF 3 - PLIXG FASTENED DP.,I,?F.R_S'EFIn :VSL OL22N4DEFLMMUMITAIT011%FWAN0 FOR PATTERN LIVE LC AD11L'AIE CHr KE0119 REQ[Q9"ER IAV DC^'sES ?C3YiQlt {R2F6 TO KOTSB). LI Ys IQil6IMETF[JOg,W0ID1hD8©6MCBR,tiiL40.ANDUIKI°R (DWNSIONSMEASUREDFRCWLEFTEN0OF6PANOR5WTILEVER} 94 PSFWERALBRACW7W1TisALWAYSREQljqp%RD 19 p LOAD 15 Fsr7WRESPONS11MMOFTHEPfi0r1EGT$MC;IMEER UI..T'FI84,3';pji SOUItt TafpE ?OPIS_UE LW FRC* TO 0:'AL bO ID 55 P.srLARDTyrflRAFDlQi06i7. tiefIFO$i3 >YOOR LIVE TOP 's20 PLP 0-8d-041 13-OlN03 FLOOR SPAN CARRIED 1.00 rT2PRU1AOEi4STiWNTATSUPPORTSUNIE0IIMFL40firyF.iL? TDi' 20 PLr 00-00_pp 13-01-03 1.DOL O NOT STABILITY. UNIBOFed FLOOR LIVE TOP 20 PLF 00-00-00 L3-01-03 1.DO DEPi.DC?Iav CEUTERIA3 KM ALL RVfOTI: kF OiORA ODN AC;T. wIPaRM F1.GcfA 1}ESL} 'BO? LIVE LOAD D13FI: L• 1 960A.SI'fYJILL y108 FDROrUL,L OOMIK"Ti.Z9 FLP -00-Df t i-01-03 c7.OroWWYD 1'4 I71].Z.DA1a D!'!'!,:L ! 240WENBIONGBEFOREOLlTT7WaWARNINGNOT=6WA>tI04M TO SUE w a TW(3AfMLAM 18 ID19E U9epAs A TWS COMPONENT MON IS 11PICIFICIILLYPW LPdnM0111 WmD WI=rwlooWMFLOORBE1gMONLY.. U9V OI 7N1=DEMDER"MA7MMINM O-Welt-Tt MOMRA -LM LYL OR LP1 ARMA CODE CONF IA'u:.asT.AICHPRO N OpNPRBSSIOM FDOEBRACIIJ(1 kr 1R011 MY!lOp11101OTED'ANYN=rICA7WN Or TWZWCUMENT REOWRES MMIPW REPolrr 4, EAR END OF COMIaONerrr RVA CUM PMFESOMML ROM 97-53 DEBIGNE ICBO ER-5004fWC1iORGAHO-W41 LVL BEAN SfCUREtY TO BF RItiK3S Oft I1Ah13ER5 1.?L. ^at y RR 251 E'IMPLIED TO 70P EDGE OIF{AOyCrllNyl,S11CN 7F1AfLOAD16D6$TA16U1D EQUALLY TD pACF1 PLv.59rC I 5990CATTACHWOPLESwm2ROMOF144115-8-304Mt4ftLSATiTOCFR01M ONE FACE ONLY.3TAGOM WAS FUPBEAM ADMOFF tea 1n NQL3 a IrY wa7fl2 c n OC TO THE UWNMLEO SIDE OF THE Fwsr PLIES STAIOCERROM NAIL,.MAY EEcnMayORBOXNAUVV"WAWP171 A c MINIMUM SHIVIK DSA1 um OF 0 t3T p C O CCJ as r^-F SU2YOR'd RIULC-TOYS (LOS) CASE 5 H A a t< RG U JxRL; a 2911 291i G89 6$9 1 r; MIN BEhA:tiG 312Fs cbi-sx) C C 3.3:f a.CISS Ss 1^`I M_41CI.A.U51 :r£iI•D:T 1'...`Y3 r^- Ta1A'C!L..i:E. r_i.:..^l9tiF>Is• CAD 3121 IXAV rl r+a tr 8 I;rgOjfR eoe!.1 rleoue NvfOArIRS[et w ON rra!rdPrw'wm111 rrIQIDr L94 jdaspWR[etniraT o lp erw Ihereeoeeearipor eMal Lprrap o lsuwu!e OL+Mn'4La d SCW9raF rvVi66Slr nd br+eaf14Q1 6 nM Ihra s eA I b!deelpreo rp oomplr6r Nmelsro.owalnallure ds Ip!4r oft:K pxle am caNrc"—!ar O e-U mLV1.end M.LPl ro;w iv ae 0dW Ot I:—_c I 1asiredr>.ra No Iwo ee W a appf d1Q I6a ena IIYih+r uona tows the 0 0aO1+rY 49rrgeaq Ipad9c Hplaeln s. LP Enpirl9B ed VVo d PvWuctaOOnpcarerrlriWmanarMRrrane1eleawdeebaeaa0dbbamplearplwbenorsanss1rHaa:7a nrr mun ct4'for fCQ 2T00 HODI 421 P:GrihcveDneiledAle0Tel!eMllode yreaeerl diaQnlca4 er U meawlyn am*km abom does ON mead c br Yppend10RrrtaornpalstIegWrrrirb,db iotY!g!et,gn WYin CYe dlydelol erlL rrsleq drel er Isr FOR NC 2l 4MeleekWldFROAN"M eq allawn it dYa Mptr d rrl Wi Ihnerr lPT+!!LpZyei 4VL rd CTfI;LR o cadre IQC/ { 711Q-1iE7I Cr u& Re eedaer d 1 rp{am[Vl rN lodefalls aetlafar Henan anyue a rr ry National MITI (B00}9EA8109CArsme*r11AacRN E rrrrdrvEd ypla+JerA d, W nnergrvtC Pt+d-Pm erd1P J raalFr end!owlet gedl n h suq n!al wreoq rn dtipl caeacl wlfn aOrrpiyR r1W>bepaleated des rreq!d rd by a/d Ar~!sFea wr rdls t crrBnp ew rrpred rran!uas Ambnhorr e,fr Ira 13 e w "1nh4biM 6 W @mdArM'Dead sue CorMMr+ert1 Isr rsgrppd hr sw n0 eR llaor h nnl ex}.LP P Aoulrrrae. CC egleons.L fi priru er ep 7atsl rdP emir an-rilsi!sp etlue.7 Isdanr rrwL Mas an r II[dPY OF tlefL odrAN Ieo IS m 9R Gnl l To 7Mf uar+LlIM7 cGFfIAAciOR DWGF1. ae+Ldq is#eiruti!NOUS. Afar ors DrFgpibsrs teal allsrd foere pooarrwvt nrrnr d as ErrDnseArq s 1nd rrerk afLae saPadecC wrwrallen 911 EFT A MANNARINO BUILDERS—LOT 2 STONE CROSSING—BEAM 7 kA4e4-r—ti.. NC NOTE: • 2001.2 AbWGW abess Datpn LOADTABLE MSI:0.58DESIGNCRITERIAVSt0.31 1. THIS COMPONENT IS DESIGNEDTO SUPPORT ONLY DESIGN CONSISTS OF 4 - PLIES FASTENEDNOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1. OTHER LOAD CASESTHEVERTICALLOADSSHOWNVERIFICATIONOF TOGETHER (REFER TO NOTES). LIVE LOAD 40 PSF LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED DEAD LOAD 15 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIIrEtJS10N3 MEASURED FROM LEFT EtaOF SPAN OR CANTILEVER.) TOTAL LOAD 55 PSF LATERAL BRACING THAT ISALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT ORARCHITECT. UNIFORM FLOOR LIVE TOP 240 PLF 00-00-00 24-00-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF LIVE TOP 240 PLF 00-00-00 24-00-00 1.15 DEFLECTION CRITERIA LATERAL STABILITY. UNIFORM ROOF DEAD TOP 120 PLF 00-00-00 24-00-00 0.90 LIVE LOAD DEFL: L / 480 3.DO NOT CUT,NOTCH OR DRILL GANG-LAIN UNIFORM FLOOR DEAD TOP 80 PLF 00-00-00 24-00-00 0.90 TOTAL LOAD DEFL:L / 240 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM FLOOR DEAD TOP 80 PLF 00-00-00 24-00-00 0.90 VERIFY DIMENSIONS BEFORE CUTTING UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 24-00-00 1.00 GANG-LAM TO SIZE. UNIFORM FLOOR DEAD TOP 44 PLF 00-00-00 24-00-00 0.90 6.THIS GANG-LAM IS TO BE USED AS A CODE COMPLIANCES•: FLOOR BEAM ONLY. WARNING NOTES:REPORT M 7.PROVIDE COMPRESSION EDGE BRACING AT BOCA 97-53 EACH END OF COMPONENT. THIS COMPONENT DEMON IS SPECIFICALLY FOR LIP ENGINEERED WOOD PRODUCTS, ICBO ER-5004 USE OF THIS MIGNFOR ANYTHNO OTHER THAN GANG-LAM LVL ORLPIJOISTS IS L.A. City RR 25167 DESIGN ASSUMES COMPONENTS CARRIED ARE STRICTLY PROHIBITEDX ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW SBCCI 94 90C APPLIEDTO TOP EDGE OF GANG4.AM,SUCH THAT BY A DESIGN PROFESSIONAL CCMC 11518-R LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH ALL FOUR PLIES WITH 2 ROWS OF 1R" MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE GANG-LAM LVL BEAK IT IS THE DIAMETER,ASTM GRADE A307OR EQUAL,BOLTS AT RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE 12.0(r OC.USE FLAT WASHERS UNDER BOLT HEAD SRE,SPECIES,AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE AND NUT. DESIGNED.TO CARRY THE REACTIONS OF THE GANG-LAM LVL BEAM AND PREVENT CRUSHNG OPTIONALTOAID IN FABRICATION:ATTACHTWO OF THE BEARING PLATE. PLIES WITH 2 ROWS OF 18d(3-117)NAILS AT 24"OC.STAGGER ROWS.NAILS CAN BE DRIVEN ANCHOR GAN04 AM LVL BEAM SECURELY TO BEARINGS OR HANGERS. FROM ONE FACE OR HALF FROM EACH FACE. ATTACH THE THIRD PLY TO ONE SIDE OF THE DOUBLE WITH 2 ROWS OF led(3-1/?)NAILS AT24"OC.STAGGER ROWS.ATTACH THE FOURTH PLY TO OTHER SIDE WITH 2 ROWS OF 10d(3-MNAILSAT24.00.STAGGER ROWS.NAILS MAY BE COMMON OR BOXNAILS WITH A MINIMUM SHANK DIAMETER OF0.131•.16d SINKERS(3-1/4-) MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACEWHEN ATTACHING THE FIRST TWO PILIES SUPPORT REACTIONS (LBS): CASE B E A R I NG NUMB ER 1 2 1 9883 9883 2 3883 3883 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 18.000 R1.750 3.500 5.250 7.000 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.54" 0.60" DEAD LOAD 0.52% 24- 0- 0 TOTAL LOAD " 1.19M THIS DRAWING IS NOT TO SCALE"' 1 Iml kV 3 El oetb Mlaoellarmam klfoenatlon GWQJ.A m LVL and CTR,LPI JOW SPKMMS a Softwe Provided By: tlNos ozTarprorpaaqandp•rnumm bnokr home aoapon" The we ofV*contponm a mto srspeommoytlndealpn of tM •euppoAadw 0modWta for OanpLamm snd am.un forte loin LP Engineered Wood Products sBccI phwb atd far msrlkip lateralroroea aMl be dse10 A and oomprte sbuabaa.ObteNaltrra rraaaaaary coda oonplartos appravM speatlb apploepons. bralaW by oarere.Nobade are to be&polo to ate and krbrralona Daneta daalpws St ar oonprN stmAtu a before •oonaran Nlr drhren panlN bpAre Mae aMl be apaoad a ntrrnarm of4•Ibr 1od 27W Hlphway 421 NmM ooaporonl wrsl OSW all to haftVand faeW ftwe thr oampormt Ifare dealp a I fated abo-a doe not mast boal asd rIbrW.VNmhpton,NC 26401 oortgNed Atno Wmshallbedspester Ilm deelpn bade be tattdba coda rar+tnnarta,da not use Oft*NIPL"mfor*vWft Is •oo not*A notate,02 or era are"mLYL and CTK Un Jorr swept as Shown Local e10)702-OM applied 10 the component dprd and"a"tM sbusanl dWpe Is approrad as shown Inthr In publdndmalt"hom LP any use of Qar&Um LVL andt;Ttt,U4 Joists ooNnry Natlonal Web (OW)90 9105 DesiOn CrKaAa Ouv*pbasedas date prawad subytheaWrw.0arp-LamLYL and toeta Mae sat*0heraar,napetertyea wpm wammty of an pro"and LP CTit,U41*0 of we&odho t aenaar and wr deraa under be& dsftft el Inpadwamntla tnobrdrp ar MOMwananrs ofrtardwrobft The deatpe and material apaclled en In subatedlel Wbod In drago, I A wrb aonoiele sut be prarord ee req4 by and bass Ibra pwftbr use. oorrbmtq late eralatest revrlorra of nloa and ArtC.•Osad d net prowde aw a„ n, `I„ b••rn elo.H.LP . AcoPY of THre aawlNo Is T+o et:av l ro Tt+E ulaT Lt coHrt cToR DWG #bad daaealbn kwk do soalrrwt bdwfor creep.TateldaaecaonisIrataraarreow. Archlisaft orerrpinaeh DealafMd to to ooraldend an t?iphrearkp LIP isa trademark ofLodalens-Pacft corpaatwn.SHEET # MANNARINO BUILDERS-LOT 2 STOKE CR0S31111G••8EAM 8 FSHMALt soar a IlfaWe6lu amass osegn N C COMFCNEW 15 DEMftDTO SUPPORT GAII LOAD rABLE 4YERriiWPM$Ii VM VEMF;C.ATION OF r+aTE DESIG'R :R ITERIA Mr.•I:a62IMC.masai IDW UM17Aw LOADS SJi0A 1 ARE FOR IkraUF LOAD CASE .07MR LOAD 1rASn DES ic;If CMVSrS?S or 4 - PLIES FAS7s aE7 V57: OL35N5,rRA ND FCRPATTEAN Lra LO+CHE01iASREQUI a TOGErim (Fc$TIiR :b 7e0ZE61 LI'j6 t4Vti'IRAL YMA NoI) 1IS ALWAYS AI9D CTt A (OEN8IDIRS MEArSURED I"LEFT END OF SPAN OR LEVEFL}40 papRS 8Rr1C'.IMCFryj3FTHE r4a i>QIIiiEDIS AIS71<IBL"TiPA S:.L'I CE TYKE PL'P/4IDi i.01AD c l({ TO MC LW 15 ESPRELR1fdTHEPR01lECTGWIMtLbP7or11.MG b 55 FSFi02IREt;T. F7-Ilf-S!t PC-I*-SXADEJ MIIAySavP-ORTSToENSURE Elb1 M iIOCr LIVE r0! 570 PLI' 00-00-00 22-00-30 1.os IAUR SPAM Q-RRIED : 1.00 :?LSTAftffY- URI FGF&I RDOs tsF.SD r9? 19G PLi CO-411 7Q 22-0 0t g0TDiNDIC'.H(IR E>itllL GIPIAT(`iAM UNJ1+0[ 5z 00R OEJLD rY1P 60 PI.E 00-0Q-UC 22-uLti-OJ CBFLLCiIOLV CRIY.a.RIALLBFJhRiFORFiJLtQDNT/MCTURFFbHI{ FLOOR :IFB TOP 20 PLP OG-Ot-00 22-00-00 1.G4 LIVZ ZaU Dili rCvIENSIh1IlyFLOORDUD4OPi4PLF0-00-00 22-00-60 L 960BER-ClliTRllQ 0.90 ZGP11L LOAD CEPL:L i Z40etIMM1f4AMISTOBEL1liArbAVAVIIIImolesC17FLOORBEAMOIsfLY.c 7 PMCEGOMPRESS C)!1EDGE BRACING AT TIILiQOiMuOIiiNC IONIS*PECIFI ALLY FOR t gllEa'EPp W pPILGOIIC.T>L COREoaa eiTarlc swEJICifEi1DOFCOMPONENT. L'Fl.Y aRA M OMMT'NFIM SAM64JW LYL OR LPI.IOISTI<Is RFP]R? !DE910 dY^D"IG71f ARDp>gS M n s llOCUIEIMfT RIgUR REIIIhW BO[A 97-33 Aii lITDTOPEDGEOFOAAIG•l l E ARE 7 C.O Fri-5004 LOAD IS DISTp1 9UPL -W PA114MUM BUIRIM SIZES ARE TO PREWW CRUSNNG OF THE G%4GUM LVL EEAV-Fr IS T)iE 513C L-A. City RR 25 67 ATrAC"ALL FOUR SLY ROWS O PLY- RESPONS"L17Y OF THE PrbO.ECT ENGINEER OR A RCIlrfEC?TO X41i 8LiRE THE S9[C 1 4 i90 A307 2 REQI 1 L SRE.SPEC'M ANDORAVE OF IUWRER USED FOR TME BEARII PLATLS ARE1)rAME OC TEI USE F pE HERS U DER ai, D6LT9 AT DESIGNED.TO CARRY THE AMTIDI SIyF TfE{AI.L/WI L1rL BFi4M ANDA CR:ASHNp1MDAK USE FIR:wWt61fR6 UNDER BULT 71EID OF WHE WORM PLATE OPTK244L TO AID W FABaICAT:QN ATTACH 74MOcrPIESyNTiI2RGiLAM1{{..11 Ni Al AICNM Q{AWI lVLBEAM SECURELY T4BEARINGS OR HERS024'OG STAGGER 8O"I NWLS CAN BE CWVENFROMCN6FACEORHAIFFq"E"FACE. OC)W?A H THE THlrOKy TpONE SIDE D:THEDOLIIMLET.1iH2F;K)M W led RSAW)III24-OCL STAI Ii ROWE.A ACHTW FOURiMPLYTOOTWRSIDEV41H2110*6 OF j0d Y31IIISAT24-M S'+AMER ROM MILS M4Y 9Ec•flOMMONOFR BOX IC ILS WITH AWNIMUM SHARE(CO DFAMLTER OF 0.731'.18d 81NKFJiSMAYat-USED BUr 1I MUST BE DINVEN FROMeACHFACEYYHENAT'ACiIING THE FIRST TYYD SUPPORT R2A _rOP7S rs LASE It A R [ ti i. tf J F ox72 39 9i39 1 1 3441 3449 Z MIII BPIJci1;G Si2E$ 1$,415 E--• F u•a U2 25•3 I i RC15S SsG-Cti„ • L•ti Ximav CA:.CrJLA:3L kTif:tiTLRL c14 ]3 tAr!rle S rrstlfora f!I'.gARAYYIII It Nf3T'YOI;CALR—tlllbellentl0tls IrRforinrdSorltOAsryeidPMWefd'f-,eA f*fhoM fQG*JV irrn rm WA of Illit G011 Lsn L1f.A[ld CTR,1PL Jot$aq/lea]orMrend1usbeb1eHIkreassaefbsa,,,ff a`I'0"aM jai d a ar;bedeslDrdr ortaer •g„'yons e e wmesl:eea it car 90 P11D,I flsO B:o JUWfdd-arsdexa els t'aer an ro be efprd to rn ° r'k,sr cum c"Okiet nw reasemy cede aoepheaM app rsl aPoe eip oer ens edfiTq.LP1.Wis w rs LP EnQirreerald llUbOd PI10dLICl1; E tta 32C^I-mme"VON mbrd Il.laeMq sett ablates gee ' d Imh%cYNre rontlAa ekalpeera GrTo aogipe eMrnenee bNas.sa'Cee trttneiMven Puearl rotHae ar,sass ofrC."Wed.Alro UerGUIIII900Oerll &Slitbaeh IfIlNdeaypveeAlliDWrpoMOoe7nDlleelMllo andYkeIld s0ueeeaef nmod4'rrted 2r06MjGf 9'1l ttlcIeppwefofrecuorsryegrlaesr+le,dD+tea OW I1b do atilaa ifs A 1MIfrilijim,W 211 1ragledaltl#fsMd 40 ww eedarlrll is QO +R•r+efeh.era erebr Cagy enf lle srdo7R,rVJoiylseasep eteFemrs Goeal R1cmsudoem.wbwedaii D.e7lAetfllrMtl IsVA11llir ffmIrnmEPsnrursaiOarSLennLYLsraiCTp,LAdob eo lnM/ LOGO Vlbls ( 91) B9e-- 07:C1R,LPI acemefimtrggrswleosr.Oe1ri Llil and 1.b.frtAs ssl iMi MrIlO AelgRee atlf l7pMe wemfleltoF ILe cv` metal eronaeerwipserA.dars 1nrnEsfer6el 1tFeed h p rboa deAIms e4 hjftd werntlesmftmrs Ins A on boom"ae sevh trellbttilIlh9hilnwelrnearassmmAITC•C•ese vote Caen A'I'"' oonarls mas an regtlted by am(News Ibr a JyrlM:apr C7 boo dko& MNieda1WosFralefba daerrgtpa+noaofFtiorie a Ailoaroeatn.cekLr C1, A NOof w1D4frtserY S®Ig10lia ea rr ce g a s, • A CQPti OF 1H8 VRk%10019 TOMOft"TO'M 1149FALLIMO COMTRACTCq DWt3 F LP Its&wpm Al of4eueararPeuae CcrawetJpn SHEET # MANNIARINO BUILDERS-LOT 2 STORE CROSSING--BEAM S NC W Q3T MUTE: 29*1_2 Al011blo S.vss 0m1V,' LOAD TAfILE j W S x DE-SIGN CRITERIA :V5t Q 16 1 IRS OOiPONEW 95 DESOWDTO SUPPORT ONLY NOTE. OAMSKVM E FOR E+PUT LiDAD4:ASE[Q 07FIER LOAD CASES ucsiGm couss of a - ?LIBS =JI,:r 7eo THE YlR1CAL LI<IPI165F10wMM VIeRF1C lT1pdF OF FOR PATTERN"W U"NO ARE CHECKED lob'REQUIRED T0:8TSBA rR6FFJt 1+D VOTES I. Doll LA" CAD 90 PSr LOAaNQ DEFLOCM141AWATION6,F IMiNG UMEN910N9 MWUREDFf10M LEFT END OF SPMI OR C:U1MMEVER)pRkD LOAD 15 PSr M TN008 V010AMDSEOWICJlRACaMfi.AND OTHER TO;It:, Lfl11r7 5s Psr LATEJIAL9RACMG1MTISALNAYS14460UMIDS DIS?RIB[TION 3OU1106 TYPE -.DP/SIDE LOAD WJDK TO LCAD Lr1F THE RESPON618ttYlYOFTHE PROJECT 9 4WEER FT-IN-sx rT-IN-sX FI OOiR SPJIII CARRIED : 1.40 E7 ORARCHMIG•T_ WIFON4 rLdm 1.rrE TOr 100 PLF 00-00-00 15-34-13 1.00 2.VfWWD!'RESTRAMT All SNIPPC*MTOENSURE UNIrem rLDOR Dw TO[, 50 PLP 00-00-OD 15--04-13 G.90 LIVE L"•MD CT.IY6[iIA LATE311J4LSTAHLCIY MIF F*4 FLOOR LIVE Sop 20 PLF 00-00-CD 15-04-13 1.00 rorrA:L40 [}FBL: L Ir :!4 3.DO NOT OJT.NOI1CH OR DRLL CiA11 4M.6141row- FI.00R Dr.AC :OP 19 PLP 4C•-00-to.9-44-i 3 YO?IrL ].OAD LEP:.: L ! 4 SMALL"INGS FOR FILL CONTA X. c 5.VERIFY MEN 11042 BEFORE CUr11NG WbANW3 NOTES s 7M aAN3 0iM 19 BE USED AS A Tog CmpoNEHT DEMNIS NOMCALLYFM LP WONE'ERRAD W000Pi+DMIC11 i.aa E c'ayrl.iAl czs FLOORBFAId ONLY USE OF TRIS ONION FOR ANY"00 WWR TIIIW G W- AM LVL OR&A JIOWTS 19 tEPQR7 K T.PROVIE COWRESSION EDGE BRAGM AT STRICTLY FPCH o171EDL ANY MODIFICATION Or T446 DOMMEW ROWAO"MEW BCKA 97-53 tJ%r.H ENDOFCOWUNENT BY ADEMON iROFBINNOiAL. ICHO L.A City Ra 25 67 I N ASSUMESi REA AKCHOR GANG-LAM L%0LBEAMSEWRH.Y TO MWIh4S OR KV01<R3_ SPCCI 9439C AMMO TD TOP EDGE OF(SANG LA1t,'SUC iTHAT XVIC 1:5i9--R LOMIS 019TRIB'.fM0 EQUALLY TO EACHPLY ATTACH TIE TYIO PLIES W N2ROM Of 1Bd 3.1171 NAILS Al W OC.STA134ER ROWS, NIdtS CAN BE ORNEN FROMOFIE RACE ORI-A.F PROM EACH FAKE NAILS VAY BE DO AADN OR Is KftNLS VATR A rNU MWA B~MWErER 10F0131' 19dSINRERC(S.On IW+IY 13E c USED,SUIMY MUSTBE ORIVEN FROM MEACK PACE. D G? r Cd w 5 IXOT RHdtCTICr3r5 C71S8 B E!! H I ti f3 S U:1 S E R 19 8 459 2 534 534 t BJF.LtIG SIZES 1-IN-SX: F 9 a- tti 1 r 1 r ra z •L, IW i rN[xS ^ELrr•.. ffr8M-M Z01LCGT_048 r,+ >;Ir2 WiA.- 0.15' j'.3i1 5_ 4-13 a V uZN P a- ma DRA iraw to mW To SCALE"* C-4 Herd"4:Ero&;trl ansous tasr + 3anp-Lan LltIL LPI low SPOul obrss 9a1[werr*PcWdsd Sy: nrota s T To awpi n.t bts leine" .0w Im" eueeorllilaeapaeerRabLbeep.ollr dEjihe.estpge a111e 'stppseSwda n mre.vumLlA.oadCTi1,LP J.W.i. . LP Engineered Wood Products ad tor+.W40 beealf im PM be aasynedOrd aoneene AMMONabcea at ilt.rrcobary Code 0e.*96000 OPMV 1 arsO omscallm.2TUB Highm 42*NCO p rnrsway~.ftftbmswfbbesppledlatlr Ordlwwddbr 6nwroe0Mr{yerloffteoM*Yleshhgb+ee.t. 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Y• MANNARION BUILDERS--LOT 219TONE CRoS5jpfG--8E$W 10 F3, Qo1.2 Ab+.sms b+lra.a oeff" NC 00WON'EW lS DESIGM13TO8IIF'WT ONLY LORD rAli1E AISL 0-20VER7IOALLOAnSSMY01VERIFICAMMOFNOTE: EOADSSH0 45W REEFORANPUT LOAD CASE' _OTHERLOADGAS" Ms369 CM-3ISTS OF 3 - PLIES FASTENBD 5 G11 GaITBi2IA 1St QidC.DMBCTKWLI ITA71O1 fS,FR YWM FOR PATTERAuvELOADNG ARE cmECKEDASREQ D. 7GGRT ER (REFER TO molrsi.LIVE L ro AQ PSEODRvAmAD9Els'Ac uwmW.AND orwrt PNENSlONSII JIWPJWFIt[-LEFT ENDOFSPJ4N R0NTILEWR4 i7PAo i Uii7 15 PSEl0AL8gI1Gf+Ki 1 W 16 M MYS REOMED Is plsrai BVrro@ SOURCE TrPF TbPIs I m LOAD PRCK TO ;,rip LnT 7"'I•E 55 78tEBPOUBIBLRYOFTHEPROJECTENGfFEER f3HIPOPIN ELOOA LIVE TAP lt0 PLLF OD-00-00 11-CD-0 1.00 FLOOR SPAR CARRIU : 1.09 rrl0E116aTRA1NTARS[IPPORIS TpEh16URE UNIFORM VLCO14 C:.AC TOP SD PLF Ov^IIQ-aQ 11-Ua-oO J_9l1ALSTABMJTY. livr Om Fum LIVE TOP 20 P7.F Oil-60-06 11-+J0-04 alE't`I.ECi'IOir CRICtt!lIAQTgRUIIdfCH+JRDIi>LLCi1431Q{ PLOCR DEiAD i0P 33 PLP OO-QD-00 11-OO OQ p gg LI'!S IAgD C?1'L:L I !BOALLNGSFORFULLODIITA . 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