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~ DESIGN CODES'. <br /> 1. NTERNATAINL RESIOENTMLCVDE(IRCt. Gw�ErgxLED WYBER. TABLET <br /> 2jAMERME t A BTAE a YN AYEIDMEFRS. <br /> . ICM280GETV CFGV0.ENOIF1EERa(ABCE1 srAlOARD 1-18. 1. CONfRACfaR SNN1 PROTECT AIL WOOD FROd1CTS FROM WMAGE FOEWFIEDOEOTECNNICAL SPECIAL NBPEC714M <br /> MNIMUM DEBxN LOADBFOrarE(1408 MIDTIER 8TRUCTUI2ES. AND MGBfURE DUfiNG BTORIDE MID INSTALLATKJN. SYSipaa aMl6eAL MSPYCTDN <br /> 3. AAV3BCw1 CONCRETE NBTIME(AG)31!]3:BUIIDNO CODE 2. ALL WOOD FROGICT99HMLCOMPLV WTM PB 20. <br /> REWREIIENTS FOR SIitUC]LNALCONGtETE. 3. LUY6ER FROM OID GROWTH Ib NpT PER4RTED <br /> 4. AIIFACM RJSTIME 68fEEL WFSTRIICTIM(MSCI.13TH EDRNIN. <. LUMIMRBERNCONTACT WIINCCNCRETE SIIIIl BE PRE-TREATED C411YIIMN <br /> 5. AYERgM FGEBTa PAPER A880CMTxN IAFPN/AYERIGMI WOOD LUMBER <br /> COUNCLL(ANVT'.VAOW DE8N3H PACKAGE. 5. INBTALLBTRUCTURAL YEMBERB FULL LENGTH WIIIgIFT BRICEb <br /> UNLESS SPECKICALLY NO!®OTIERVABE pl gAN3. aEOTECMeCK I1M1EHlnAigNe aEOTEf GV.INVEafgATgNeINLINCLWEI]BBOF BFEWLINSPECM1ON UATERNG AB Mr®NTnMES KTHE <br /> DEsxal LOMB: B. a3loeTpLAr OOUBLE.1oBT HFIDERe Ar FLOM ANDGELIND ilme <br /> LNELOADa: OPEMNDB AFOIeABi WALLOW PMRITIONB TWIT ARE PARALLEL TO tE <br /> 111 REBIDQJTIAL ONE AFD TVA FAY0.V ONELLNOS APSE FLOOR JDxffS. VI3IMYPYT60ALSBELO %M_ TAME <br /> - ____ 11.ROOF 211 PSF J. FRAYE NBLLLOPB4NG8 N1THA MNIYUY 6lwq 8TUD3 ATEMH AQOUATETO IGIIEVETME 170.e x(d rvTEOWlEOR4CALEF4N®t <br /> ------- 12 <br /> 2. DEM LAMB: JAMB SUPPORT HEAOERe ON CRIPPLE 8RA8 CESMN eENaNO WACITY <br /> ---- 21. ROOF. B. FACADE OONTWUpU921NWNK BLOCKNtO PLOHG HORIZONTAL VB11R ElfGVATg14SARE F%TEnI®t0 <br /> ` <br /> 21l.TATTON910RDOEFTRU98 10 PeF JORftBOF VERTICAL BHEATWNO Ar AEOR WMLS. F�o®IH RD HAVE RHCTI®FwdBi ire x - <br /> - 212. TOPCHORD OF ROOF TRIS-___LIPSF__ 9. P1I FASTEFEN931N11 BE GMVM�D. V <br /> 22. FLOOR: -_---- -- <br /> -- --------- P(RFOp1 CLABBFpTxNAFAlEBTNOOF <br /> 22.2 BOROM CIIORDOF FLOOR TRUSSES toPBF ENGWEERE6LDMSER:------------------ CGMKTEOF4I WTEPoAI9 1 x TEBTNO6CONPACTED FlLL MATMtIALe Taff TAMER <br /> 22.2 TOPCHORD OF FLOOR TRUSSES 10 WCrIP.) <br /> M PSF(TILEI 1. CONTRALTM AVII PROTECTALLNOOD PROGIGTS FROM DAMAGE-_------ <br /> ---___ 180.81 <br /> 3. bNOWLOADB: RS SPF(GRM� 2. ALL NOCD PRODIAT881M11 CONRY WITH P3 A� VetlFY INEOFPIOPEIew <br /> GIRVN PLAfE1B2T _--------__ rvT1E 0 ENAN®l <br /> 3t. GRGRA SNOW.PB 50 PSF 3. LUMBER FROM OLDMGMHMFAT PERMITTED. aFmYPMI®FlLL <br /> AIDNAF/LTgN ---- <br /> 32. FUT ROOF 8NOWLOM,% 3a P8F 0. ALL LUMBERNGONTACT WRNCCNCREIEBHML aE PRE-TREATED <br /> PRKKt TOPUALeA02TOF LUMPACTEDRLL TIKE _----- ---__-- <br /> 34. <br /> . IMPORTANCE FACTM,M 10 LUMBER. CS9ERVE8108MCE ANO VEnFVTWi SBE 1]0.e - _ <br /> 3S. El)0'((91REFMTOR,G 10 s. NSTALL STRlATU1AL MEYBEi18 FlLL LENOM NATI(G/f BPll�B x -- -- -- -- <br /> 38. TIERYAL FACTOR,O 10 UNESB SPECFICMLY FqF®OTHERNIBE ON PLANSeffHFRF➢M®PROPERLY. <br /> J). BLOF ACfOR.G 8. CONBTRI1Cf DOUBLE JOIST HEMH1a AT FL00R M1DCEa1ND TABLE --- - -- -- - -- ---- <br /> 3Y1 ON2MTO 7A2JAZ I® <br /> t0 CFENNDSAND UNDER WALLSRID PARTITIONSTIMT ARE PARALLEL RPAUBSTRIICTURAL SPECIAL WBPECTIONB --- ---- -- -- <br /> 3]2.2 12H2 <br /> 3]3 1TM2 03B ]. FRAME WML WEwAe V.1M AMNIYUN OF1W08nxl8 AT EACH S'rSTBIa IMT6UAl WSFFOTATI ------- <br /> ________ <br /> <. WRJD LOMB: JAMA 3UPFMTIEADERB Gi CRPME BtiG <br /> 4.1. MVrFRB WND FRES6LRE. B. PROWOE CONT1M701193NOMNAL BLOCgFA KOFx3HMQONTAL xgccce cooBar eTAlmARo ISWI1xr AS/MIW _ <br /> 0.1.1. WALL B4T ZpE(TRMJA LONG) 23.W/1T<Paf JONIS OF VERfM.AL9IEATHNG AT SHEMWMlB � a Ga°a^upls <br /> 11.2 WALL BD ZOFE(TRANbJ LOFAI 2B.SPSF/2a.2PBF I, ALL FA8TEF1ET288HALL W OALVAND:ED <br /> 11.3 ROOF:P!(.ZOFE 177- <br /> FASISGTOAS <br /> 41I ROOF:ENDZOFE 222 PSF SNOPFABRKATEDNTODTRU89E8'. FAMBf TpFa 1)0123 i BPEpAL11 IXINRWURiq FOR 31M1CIU11K LWDeFMN0.LEMBD04q AeB9HI�FIBMCAT®dITHE iRpxeO <br /> 12. CCMPONF32T68 ClIDGNG WILD PRESSURE. OFAFABRR:ATG889NOP. <br /> 42.1. ZONES 2B.]P8F/ BPbF 1. DE8pN.FABRMAIE AND WSTMLVAODTRU89E9 NAOLURDNICE 1)01.2St TEBPEULIIpE Tgt&YlL VE1eFYTMTMEFI98CATORMVMNNe OEf MFIHBCAnONAWOUNRYODMR0. <br /> 4.3. ULTIMATEWNDBPEED.W,I 115MPH LMTII M, PM1CCEDUAE9 ANp8NMLPEWEWFOR COWBEIlEBBAW ARGMLYRELATVEtOTHECOOE RB]UIN9B2T. <br /> NOMINALNWO BG®.VxB %YFft 2. WVOD TRU8BE8.A880GATEDOONNECfIONa.AFO PEAYMIEIR <br /> 45 IYPORTMJCE fACTM 10 131W SHALLBEDEe WARED1STERED PRCFEBBIONAL 1]01.252 6FEC1K INeiBIpNB 3re[CIION I]06IAE NOT REo1.e®W4BElHE WORN MOOFE ONTIE RiD.e6E80FA <br /> 4e. RISI(GTECARY BRMNG SWYL BE DESpN®BTA REORRERED PROFEBBIONAL FANMwiatRWN16i®Mn lsFxovEOTO FERFoiN aIAIVDRNMnHWTBFFCIAL w9PKlglalmtoVALBHNL3E6�� <br /> 4]. E)ffO81FE GT!2 M C EIK3NEERNMESTATEIN VMRYITHEPROJECTMLOGIED U,AON REMEWOf TEFNROATGib VABiiEN PROCEDURIL A3AOWMJT3'CONTROL YANWIeAM PMIIODC AUtlntg6 <br /> 48. NiETMAL PRE88URE COEFFAIEM N-018 3. COHmACTM SHALL 8UB4R DESIGN CrLLGAATION3 ND SHOP --.A----ATWIE1El10NOFFAABCATgRTHE <br /> 5. aM.mc LOA W' plAM1NGS FCR fLL 1M]WTRU88E8 CALCUAIDNB MIDBHOP PEpFOgIEDNKCORDVI�wINtHEAPNroVED TECON6iRUCfpNAM£ aIHE MALowo KRCW SIATNO TNT1HEwORIt VPB <br /> b2 BMeMIC OESMN NOr REOURED PER 2115 MBBC t30.ODit.bUBPARMAP114 DTIAWN08INTB SEAIEDry ARE01STERm PROPEHlW <br /> ENGNEERNGIN TIE STATE W111Gt THE PROJECT IB LOCATED <br /> AIATEROLL FAOPETtTEB: 4. WOOD TRUSSES AIMLHOTff ILIEREDNTHE FIBDNATIIWT OOIIDIE7P• 2 <br /> CONIXiE1E PROPERTEB,28-0AV COMPRE93NE 9TREFATN: NRRTEN APADVAL FROM TILE REGISTERED PROFE88ANALEWNEER IM II�ALLIDN TAX-. 3.0.e.Me12T.1.9 x(d 8PE4lAl B!®STANBAWIYTOANCH0R PP000CI NAME IYFE AM OI11EN40NBROLE gLBNONfl LV e1PUANCENRNORII O <br /> 1. EMFRARBIABW-- 4.-MI NESNNSIME FOR TIE OESIW OFTHETN188E8 art BEUA1BBlI8, OFTHEHp1EA7D ANPAR.AOIIEBVE FxPBMTgN MIE ANCTgRIACHONE IN8TAL1A170N. N <br /> 2. INTERIOR SLAB G4 MADE 4033 P61 5. WNTRACTM ORESNNeIBLEFM TEMPORARY BiACN4G OF THE Mx1gRB®ABR.AMTgMB4HOTORQUE <br /> 3. FOUAATANYPLL8PFA8a FOOTNGS 3,Oro P61 TRU68E8 MR-NSTALIATRx4 PR®TIE.691q 1M69 MH0.8S i TOU3t4iFe ANDRA4'CROW PUCFIEIR FFR AG 75', K <br /> RERFORGNO PROP6RIE8: STRUORRtAI STEEL: PLACB.tAIT 101 12 M3t0.].1.).T ON1kCTxN6fMNfORCEMENT�Ap]] <br /> REViORGF10BAR8 80 KA <br /> 2 WELDS.MFA l BBR81 1. ERECTS]R11CnAUL81EELINWMPUANCEWRNM3C`CARE OF � x� � R 1M3 -1-2.4x <br /> eTANOIRD PRACTICE FM M.BUxDNGB MID BRNxEB• 101 <br /> SIRUCTURIL STEEL PROPERTIES: 2. W NOT FEID CUT dA KTER STRUCTURAL MEMS MaT1AUT 1-2 <br /> 1. ANGEb.CHANNELS.a PLATES 38 MA APPROVAL Oi ENGNEERMRCHRECT. <br /> 2. WSHAPESAFDTEEB W,O 3. ALL W8fX3NOTMDM.ATEDONPLAN83H MAMNNUY TFILLET <br /> 9. Ha88HAPE8 ARS, NEED <br /> 4CO14rnE1E PIAcB.erT <br /> . HIGHSTRENTTN`0.TS,NUTSa WAA8Ns 1241- 4. PROVIDE MOVTBETWEEN COLUMN BASE PLATER AFD CONCRETE tm63 <br /> 5. IEAO®MIGgR RO03 5B K41 3URFACF9. WHOETOpgTGAETEgpINa TNlF AO 9t8Sttb t9 xld <br /> S. A1IAM FGt ERECTION LOMB,AWPROVDESUFFIGMITMNPORORY <br /> MOOD PROPERTEB'. BRMNO TO YAWTAN 31PUCRxtE IN SAFE COFDRION,PLUMS MD IN 10.41) <br /> 1. PRE9&1RETREATWMEMWRa S.PNEN0.2 TRIS ILMWMEM UITLLCOMPLETION OF ERECTION MID INSTALLATION VBINGTxNdf FORMAONK 1TA8LE i(d 8PE0NNBPBCIgHe MPLYTOBNA IE TONANDPMERM01190FnEWNLTIETEMEIMRMNGIpO.1FD <br /> 2. MAIDU RDWIMK MLUMBER SW NO2 OF PERMAFEM WR _ W <br /> 3. LAMMATED STRAND LUMBER LSL STEL ~ <br /> 3.1. ­­.FA I-MI <br /> 32 MOG1LU80FELASTCRY.E 1.30 Rel MATEm veALATa4aFDNLCTURII ABIMro x cENT,FgAALLTFs aEPORTe <br /> 4. LAMVNTEDVENEEREDLUMSIM LVL A� AeN STAMAIL3 <br /> 41. FLExINALSTWW.N 2eB3 f61 pec 1l <br /> 4.2. MOOIUM OF ElA8TICITY,E 1,BOO K81 6 <br /> S. PMMIFLSTRAND WYBER,PBL <br /> 5.1. RDBNALSTREBB,FV <br /> 2­1 <br /> 52. MOGAU80FEIASNGTV.E I'M KSI ARC 3e0M5.3 <br /> r SOILS AFD FGADATDN9T-1-2 x ACTtx>6[6oENnFIEOTEST RI3A2Rra HMP <br /> SINDAR®sPMkIED wiEAK erAFAARm <br /> 11E FOUNDATION HAE BEEN .41 AS PFR12P M DFGt IN R6 4MLOAwMESGLffARBA rroinEAFmovEp W+BmuCnON ooctxlBlTa RCLM <br /> PREeNEOF']�PBF IRC INSTABLE R401AND l9G8 NEB8GL8URVEY GAS6 Y9DBlEBBTWHOR -1-2AYb DI.t x AU WMDea4tAUY wWSP[Et.:TEO PMI/AMS G.t eB _ <br /> NMLCRMH•8088 AOEOTEQitIGLENGNEER ANLL VERFY 800.CONDR,M MID EovlLm Mte' 86T . FRoxx:r xIN <br /> OESKN ABBUMPTIONS PRMxi NCONSTRUCTIOFI. WTE18IL veaFxATxNKRMIFOR4N0 -1M.2 M31M]S2 x CERTIFlEO MLL TEN R@ORTB 1412617174 <br /> 1. CONTRACTOR SHALL PROVIDE TEYNRARY A(MIIAMREOUIRED TO 1708221] AWHD14 <br /> COLwLY MIM 09M BrAIDAlDB. <br /> 2. FROTEcr tArroM aF ExCAVATA148 AND 8GLAD4CE1JTTO IND BEIEAM wElnw SerFwaHo slEe.N YGAFaR TABLE 11A.: K1 x6302 x AurAB.caWMwLr wsaEcrEO F4RAWaD1ATs 10!06@017 <br /> FGNGTION FROM FREEDND IR'' IT 4 <br /> 3. CONTRACTOR BRE8NF261BLE FM DEWAIERNGfGxDATION DURING FlC.7,110NK FRAME JpHT OETMB AAE 1706. AIBC>m IN.1 i(U <br /> CONSTRWTAN.FROTECf ARLB BELGY FGIWATAN 8 BJBdNG FROM BECOMNO wnUDw McAai wLoowoNEHr <br /> SATURATED OIMINO CplS1RULTION. LOGTIONB.BRACNO.NIDe11FFENEfO <br /> TI014OF ANOICR BOLTS AMC)q F0.2 • MAMFACTLR9f84ifTREDT�TR®ONTB <br /> '. AIDTIREID®ACOS RBC]LAA <br /> 1. ALL FOOTNGS SHALL BE CEMB2ED UNDER WALLS AND PIEA9 UFAE98 A��� <br /> O111E1NABE NOTED. T ' <br /> 2. DOAEl3.SAYE SITE AND SPICING AS VERTAAl BARS SHALL BE PLACED IN ALL INJCllA�6 <br /> FOOTBKd UtaESBOTHERVABE NOTED. VM7VrIAL WBDaI INDKBDNO n1�EOTOR 17022, x OF WALIFlCAIgN CAIpB <br /> 3. CONCRETE REIIFORCFAAIAII BE DETARED AB PER THE CR6I YANIIAI OF oVALIFlCArp10 <br /> STANDARD PRALTgE. MOOD <br /> 1. OONCRETE COYER MILL BE PFIOWDED N FOLLGVB. <br /> 4.1. !XlliCAEIE CAST MANBT MD PHtYANENRY EJlNBM TO FARM 314 iABOCATION OF(NFFABRCA]®81MUCRMK 1]065 x RFFHtMNMTitION OF FABRgATOX <br /> 42. CONl2iETEEIffOBEDTOEMIHORWEATIER: 6 <br /> 421. FID S BAR M01 WIRE,AND SMALLER 1-12,14 TABLES <br /> 422 F10 eeMt THRGX3H 140.18 BAR 2,14 <br /> 4.3. CO FARETENOTEKNSEDTOV"M M IN CONTMT VATHMOUD. REOLIRED TESTWO e5T SPECIAL NBPECTWNe <br /> 4.3.1. FA.II BAR AID BNN113t 3MN SUM WTBU1IL TESND <br /> 432 140.14 AFO FD to BM 1-1n IN <br /> 4.33 ND.I4--1B BAR 1-1n IN Mcl%10E pO0Ea0.1AMCAlA AOIAANS <br /> 5. �NCAETE bHALLBE PROTECTED FROM FREEZNO pxtNOCMSTRUCT,M. �� ��E tiM4M <br /> e. CONG2ETE bHALLFAT BE PL.PGEDM8ATUtAtEO aR FRp2EN 800. <br /> ]. WATER 311ALLTIOT BE NOOEDTO TIE CONCPEIEWbRE. Dl)1LCIYSCAL <br /> B. REIFFMGFD 9IULL BE FREE6 LOOSE RUST PTA MLL SONE,EARM,x'E.OND Lem <br /> OMER FOREIGN MATERLLLb THAT NOIAD REDWE BOND TO CONCRETE. TEHfIFq PM20®TH21xCMRMCRT <br /> 8 CONCRETE CONTRACTOR 91414E COCRGNATE LOGTKRI aF EMBEDDED DEY8ry <br /> OTHER GBCIPLME8 WITH GEFERAL COMRPCTM. FILL INALACEOFNMry FAEMR9l 170.e xld rvTMEGEDTEOOaCK ENNF6:Ht <br /> 10 DO NDTRmAN,PLL TGIG411P M REPLACE E%N]eEDCONCRETE NR11G7T �� <br /> ENGNEER7MCHRECT AFfROVK. MATERVL VBaFlCAT014 ALES GA88Rc,3TI0N AND Yld rvTHE OfiOTEOxCK BGK-1St <br /> A EL 8 <br /> CONCASI! <br /> AT TEnMEiRtl1,0OHCR8EI88RRIDT0 TAME Ctn A AAIN.tTE--A1TV.E-COHCRkt7E.- <br /> FABRKA]E BFEgA80F0R STItING11 TE6ia 110.3 ARYC31 ,1816/St70F WNLTElE OR 1EeBTHN1oNLE FON GfM 150YDe of WHCREIE OR IEse T1AN OFx£ <br /> F8MOH1euKAHDNR CONte2TTEBT4 AO ate:Se.S.e E=MMFT30f ax6ACEMEA FOR aLAeawMa ONCE FAOt6HFT FROM INPIFLE NORtp]FMIITEDF48NA <br /> Aro OETMYHEIHE1BEBiF,TURE6TIE ONESPELtMENFOR EI616TICl9crNN8'PRECONBIRUCnON TEAeAa REauREDPeI TIE AYDINOOFFlCIK.• <br /> NIICRDE <br /> coFnleresTReAM AerA1a x <br /> ,lms <br /> mwrereetuw TI x <br /> cdKNEIENN OOn7BF7 1RSJ ALM CtT x <br /> COKRETETMFMUTURE ABM ctml x <br /> A I IERBT/CERTIFY TINT TN5 PEW.SPKIRCMTON,O0. <br /> IEPOrtf wA9 REAR®rvM[OR utaR0.Mr YRK'T <br /> SUPERVI510FI AIA THAT I AM A WLY IICEl66<D PMFBSANK <br /> �- a4rAHmI IRtBeR TIE LAMS Df TIE STATE O AaHNF50TA <br /> NAAE:CARIE MOIMJB <br /> DATC 10.117 <br /> IJC@6E P.46olt <br /> Oct 08,2017-4:46pm-P:\Pdvate\MN\City\Long Lake\1412817174\CADD\SIruct\1412817174_general notes.dwg m kU 1017 <br />