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HomeMy WebLinkAboutStructural PlansGENERALSO¡LS & FOUNDÂTIONSSTRUCÎURAL STEELwooDÛE CdNACÌOR SH U BE RESPON9BI FOR À[ ÚEÂNS ANDMEHMS OF COÑSRUCIION ìNCLÙDNA BlI ÑOT LIM]ED IOSORIÑC, BRÁCIÑC, +OPE SIABILIfr AND EMæiAiY EXCAVAIOÑ.fHE CNRACIOR AI HIS OI$REIOÑ SHAI EUPLOY A LICEÑSEDPROFES]dAL IO DES16Ñ EMPORARI SßIEMS.BÉ CONNACI@ SHALI ÀSSUME COMPIEE RE9NSIBIUÛ Fd&a sE coNDÍlds DUR|ñG ÊE cdR$ oF cdsrRucloN,INCLUOINC SAftñ OF ÀLL PERSOÑS AND PROERIT AÑD IHISAPPLY CSINUdSLY ÀNO NOI BE LIMIED IONORMÀL WXINô HOURS. ÂLL APPUCAÈLE Æ RELAED SÀFEIYS'AÑO ROS SUCN AS 8À SHALL BE FOLLOWED.RÉFÊR'NCÊ GEOTCHNICAL REP$I BY HP GEOECH. INC.R€PORT NO, 1r5-200A DAÍÞ 5-3r-16.SRUCIURAL SEEL DESId. FÀBRICAION ANO ERECIIOÑ SHÂLL 8E IÑACCORDÄNC! }IA AISC SNEL CNSNUCId MÂNUAL, ]5IH ÉDIÎN.Â. sDE FLAñG SHAPES ,,,,,.,,,.,,.,.,.,..,...,.,,......ÀSt Á992 RADE $a. PLAIES, ÀNeES. CHÁNNE6 ....-...-.............^Sil 436c, Èdþr snlcruR^L sclroNs (Hs) .......asÌM a5ú, ôRADE 8rc@ CNSMUCTON SHAI CñFQM WB ûE 'ùLtrIGREFERENCE SIANDARDS¡Â. NOS "NATdAL DESICN SPECIFICAION FOR UOOD CMIRUCId"B, ^NSt / Þl 1 " N^10ñAL DagCñ SÌAñD^RD FOR MEÌ\L ÞLÂtCOilÑECED rcOD RUSS CNSNUCIN"C. PI Hil8 "CdÍEÑIARY AND RECOúMÊNÐÂNdS Fd MNOLIÑG,INSIAIING & ÊRACING METAL ME CdNECTD rc@^IoWÀBLE BEÀÊlNG PRESSURE .,...,,,,,.,,,,,,,,.,.,.,,.,.12m Þ!r2, IHE COÑNACIOR SHALL REVEW NE CEOECHNICAL REPORT ANOSHALL ÉILOW ALL RÉCOMM€NDAÌOÑS PROVDED IHEREIN.3,IHE OEOECHÑICAL EÑG]NEER SÀLL ]NSPECT ALL ÊXCÀVAÎONS ANO ñLLPLACÉMÉNI IO ENSURE CNFOFMANCE MN ilE SECIFICAIONS. ÀSSIMEDVEUES SHÂLL EE {RIFIED BY  CEOECHN]CAL ENÊINÊER OR ÈE ÈUILOIÑGfFICIAL PRIG IO PIAC]ÑG CONCREE.RUS$S"3 CONRACIM SHALL ERIFY A[ DIilEIEONS. EIEVAIIOÑS ANDErßÎñG CONOI|ONS PR|R lO ÞROCÉÉô|NG WÈ mR(. VÂRl^llONSÉ. HrGH SnENGIH BOLIS ........,...,..,,,..........,,ASil A3¡5-XF. MÀCHìñE BOLtS .....-.......,..........,,.,..,,..,...,...ASIM ^307F, ÍEþrNG E8Cn00ES ...........,..............,,......,Aß Dr,1 (E70rt)G. ANCHo¡ MTS.,....,......,...............................ÀSW Ê1554 RADE 3ôDËSIGN CRIÎERIACONCRETE3 COÑNECTIONS SHALL ÈE OESIGNÉO IN ACCOROAÑCE ÚN ASC SO. ALLBOLTÉD CONNECÎNS 9A[ HAE A MINIMUM OF 2 BOLE, MIÑIMUM È&ISLZE SHALL 8E ]/4.ó !.N.O. MINIMUM GLO SIZÉ SNALL CONFORM IOAISC 360. H¡CN SREÑGN BOLß $ÀLL ÊE IIôHENED IO  $UE ISIcoND[toñ ÉR asil A325 U.ñ,0,4. ÁNCNd BOLIS SHALL BE ôALVAÑIzED IÑ ÀCCORDAÑCE WB ¡SIM4125.5. SIRICARAL SEEL SHALL BE CúANED IO ilEEI BE REOUIREMEÑIS dSSPC-S2 STRUCÈRAL SEEL SHALL BE COAED IIû SH@ COÀI RED6. HO[S. NOICHES, AND CUß SAI NOI ÈE UADE IN SIRUCIURAL SEELüEMBERS WBNI 'NGIN€Eñ.S APMOVAL2r SÌUDS -..-.....,....-------,.,,.,.,,,,.,0Nô-tlR ño. 2stLL pLÂlÉs ,,,,.,.,,,.,,,,.,.,..,.,.,.,,.,,.., ,..P1 DorFR ño. 2JOISß, RAFERS --,--,....,.............00u6-ÉlR Na 2PosE È 8E^MS ..._,,,,,,,,,,,,,,,------DOUTFR No, 1B R@GH SAh IUMBER (U,N.O.)ax AñD SMALLER -*---,--------DoUG-FR No. 1rù AND LAReR .,.,..,.,.,.,,,.,.,.,,.,.,.,,.,0Ù6-tlR Nô. 2C. LAMIÑÀED ENEER LUMÊER (L[)E = 1,90q@0 ÞiiD. GLIE UMINAED BEAMS (CLÞ) $ALL BE '4-V4 fæ SIMPLE*^NS ^ñD 24-V8 FoR C^NIILEERED SP^IS,É, LAMINAED STRAND LUMBER (LSI)E - 1,&0,@0 ÉrA[ SAN LUIBER AND ENCIÑæREO LUMBER SHÁLL 8E ID€NTNED BY AERÑE SARK ISSUED BY trÀ, rcE OR NLC¡.1. GoVÊRN¡NG EUTLoING C@Er rNEÈN^lroN^L C@E C@ñCIL (lcc)INIERNAIONAL BUILDING C6E 2015"2. REftR€N€ cODEsiA. A{ER]CAN CONCFEIE IÑSIIUIE (&D"BUIDIÑG C@E RE@IREM€NIS Fæ SNUCruRAL CñæEE", AO 31AB. ÀMERTCÀN rñStlUE FoR SEEL C¡ñSIRUCÎoN (^rSC)"SPECIFICÀILON FOR SIRUCruRAL SIEEL AULDINGS, AI$ J6O"COE d SIANOARD PRACIICE FOR SEEL EUILDINGS AÑD BRIOGÊI. AI5C &5C. AMERICAN SæIEÛ ff CIVIL ENGINEERS (AS:E)"MINIMUM DESIGÑ LOADS FOR BU]LDINGS AÚ OIHER SNUCruRES", ASCE 7D. ÀMERICAN ffiLDIÑG MEry (Aßì" SRUCruFAL €úrñô C@8" Âß 01.1E, AilERICAN WøO ÓUNCIL'ñÀltNAL DEStil SpÉCtÊtC^Îd FoR &ø CdSIRUCI|Oñ", ñDSA. [00R LlvE L0A0S ..,..........40 ÞrlB. RM $0w LoAD..........,......................................40 Þ.r8ÂSrC wNo SPEEO, v ............................,............T15 hphwtilD ExPosRE CAEGORY,,.,...,-.......,.....................8rcPOGÂPHrC t^CtOR, Xr ............................,.,.....r_02,CONCREE SHALL AE DÉSI$Êo. SUPPLIEÞ ÂND CONSNUCEO IilÂcc@o^NcE wrfr ^0 314 LAESI EDlr&.ôNCREt SnENCTN Ic C 28 D^E SH^LL coNÉoÊM l0 frEF@nNGs, wÁLLs..,..........,,..,,,,.,.,...,,,,,,fc - M Þ!lÈAMRx. SLABS.................................1c - 4M psipmruND CEMENÍ SH^LL CNFoRM TO ÀSril C-r50 mE r/r.waER FoR MtXtNC CoñCREE SHAI CoNFmM lO ^SÛ Cr602.CdRS AND FINE AGêRECAE SHALL CdF*M TO ASru C-J3.SLUMP $ALL COÑFæM IO ACI S] ÀNO SÀ[ BE IAKÉN A' ffEPOINI OF PLACEMINI, SUMÞ SHÂLL NOÌ EXCED 4 INCHES.FLYAS SHALL CONFORM rc A$M C6]A CLÀSS C æ F. {YÀSHSHALL ÑOI EXCEED 2OZ OF ÌHÉ IOIAL CÊMENIÌOIS MAERIAL.HOI EAIH'R PLACEMEÑÎ SHALL COÑFORM IO Ag 3OA "SPECIFICÂÎNFæ HOI WEAIHER CilCREIINd,COLO $EÀNER PLÀCEMENI SHALL CdFdM IO ÂCI 306, "GUIOE IO COLÞMAffER CONCREIIN6".i.5,REINFORCING STEEL7.l^BRIC^lloN AñD PLACEMEñr f REINÊmclNG BÁiS SAtr CNFoRM TOrFOR SfRUCTRAL CNCREE,a,¡.WELDING OF ÊEINFæCINC SARS IS PROHIBIEO TI}OUI PRIORAPPROVAL, fLDED EARS SHALL CONIæM rc AST A706 RADE 60TELDING $ALL CONFORM IO AWS 01.4.NAILS $ALL 8Ê coMgoN NAILS, DESIôñ lS BÆED d ÊE Fqlolltc slzÈsi]0. ADüI¡IUREs FOR UsE IN FLOWNÊ CSCR'T SHAI CNFORM TO ASfr11. ADMITruRES SHALL NOI CONIA]N CALCIUg CHLOIIDE. CdCREE SHAUNOT BE PLAC'D LN CONIACT $B ALUMINUMc^sl Àôarñsl d PERM^NENIY EtPosEo lo EARfr .,.,.,..,.,,,.,,,,3'EX@D IO EARN 6 ffÀIHERD.1 1/2"12.5, BOLIS FOR rcOD CONNECIdS SAI BE IÑ ACCORDAÑCE frIH ASIM A307.GRADE , LAG SCREß SALL BE IN ÀCCOROAICÉ frIH ASfu A¡07 6RADE A.6, COilNECION HÀRDIARE SHALL ÊE AS MANUF&TURED T SMPSONSNON6-¡E * APPROGO 'NÀ1,7. SHEATI!ô SHALL CdFORú IO SIANDARDS PS-I AND JS-2 ANÞ $A[NOI EIPOSD Þ EARIHSABS WALLS AÑD JOISEf,4 AND lr8 SARS,,.,,.,.,.,..,.,....,.,......,............,........1 1/2'f 1 8^AS ^ND SM^trER ..........,.....-........................,.,...3/4"BEAMS AND COLUMNSPRIMARY REINFORCEMENI, ÎES,SI|RRUPS AñD STRALS .............-.....-.-....,.-...,. -....1 1 /2"REIÑFORCINô BARS '5 AlD $AUER SHALL ã[ BENI COLO dE NMÊñLY. ÂLL OBER BARS REOUIRÉ PRÉHÉAI15, HÉÀDED SÍUDS ÀND HEÁDEÞ SruD ASSEMBLIES SHALL CNFORM IO ASIMT4. HIGH SNENGfr NO SHRINK GROUI SHALL BE MASEROUIþEFS 928 @APÞROWO EdAL,15. ADHESIE F* DRILL & EÞOXY ANCHORS SHALL BE HII iE5OO AS MFO 8YHILI IÑC. OR APPROúD EOUAL.BEAR BE SIAMP OF NE ÀMERICÀN PLWOæ ASSæIAIil (AÞA).SHEÀIHING MAY BE FLWæD OR 69 F* WALS ANO P@FIÑd FLOORSHEÄflING SHALL BE ION@E * MMÉ PLWæD SIUIDI-Iffi.SUBMITfALS5SUåM ALS d SHOP ORAWINGS MILL ESIS, ¡ÑD PRODUCI DAIA SHALLSUBMIÍÂL SHALL SE MÀDÊ JN DUÉLAP *LICES SHAI BE CUSS "A" AND SAU 8E SIA@RED. 9UC€SSHALL BE PROVDED ÀS ÊEOUIFED ÞER BE ß! F4LOillñG I ALEilrME l0 aLLoú Fd À Eñ (10) woÊKrNG D^Y luRñaR@ND.2.8.{L þOÞ PRODICE SHALL BE KIN DRIEÐ W A MA>IMUM MOßruRECNENI OF 19U. MOISTURE CdEÑI SHALL ÊE DEERþ!ÑEO INÀccoRo^ñcE mÊ Âsil 04442.BÉsrLLL L¿N!'ñ th,'uRlrcÀLs ¿ BotTw BARSLPROVDE DOUBÉ JOISIS UNDER SruD *ALLS !.il.O.3, DÊERREO SUBMITALS OR IEMS OESIGNED BY OfrERS SHALL IÑCUOECÂLCUUIÌOÑS. $OP DRAfrNGS AND PRODUCI DÀIÀ ÀND SALL AÊSUBMIMD PRI@ IO CNSNUCIN. REV'W OF OEERRED SUAMINALS BYIHE ENONEER DOES ÑOI RELIEVE CdTRÂCÎOR M OEgCÑER FGCOMPUANCE WIB NE DESIGN CRIE?]À AND COMPÀTBILIIY Uil frEPRIMARY SNUCruRÊ. DEERRED SSÍAß IÍCLUOE gUT ÁRE NOILIMIED r0¡PREFABRICÀED @OD IRUSSESæEil MB SIEEL ðSI5ritsPEcûoNsloP BARS = H*ZoN¡AL REINFoRCEUENT $ PLACEo Èal M6En^ñ 12' ffi coNcREE ts c^sl rN MEMBER BÉLOI ffÉ SPL|CÉ.SPECIAL INSPECIIONS SNALL SE MACE IÑ ACCORDANCE TIfr I8C 2015SECIIOÑ 170'. NE CONNACIæ IS RESPfrSELE F* SHEDULINCSPECI& IÑSPEC¡dS IÑ À ÌY€IY ßÑNER, $ECIAL lN9[CTORS MUST BEREC@NIZED ÂÑD APPROWD BY IHE BUILDING OFFICIÁ1. SPECIÀL INSPECIIONREPffiIS SHALL BE SUAMI¡EO IO ÈE ENONEER IO RE$LW ANYslzE2.SNUCfuRAL BSERVAÎfrS M¡Y AE PERFORÉD AY ftE EÑCIÑEER. AREPRf trLI BÉ ISSUÊD IN ACC*DÂNCÊ flIN BÊ CONRÀCIDOCUMEÑIS. SNICruRAL OESERVA¡ONS ARE ÑOI A SUBSlruE FOR$ÉCIAL INSÞÊCTIdS, OÊSERVÂIIONS ÍILL ÊË MAOE TO DEEMINEGENERAL CñFæMÀNCE WIH IHE æNSIRUC]Ift DO@MÊNß AND DOES NOIRELTEE frE Coñn^Ctm F* COMPLTAñCE tr1l| tE C$SnUCIOñOæUMÈNß.61&1l¡¡uztuôt{vlt¡¡ú,Yl-aÉ.(,I9zéÍ5duo9EâÈËÌeúé:d=JãÉË-ã(!,{S P.oFt ñ0.:160rSGENERALNOTESs1.o Is2L1o¡-II----i ----- -;l--------T-4, -----------(El!) lqV rr',sJ.IIIIIII¡IIPe¡l:IFl2lodl.'ËÈts¡¡:á2áøSIlzt:ı,;6$opì4à9pZì<(Ðrtþ3ie1'IIIIIIIìEÈ8: eÉ-9-¡È¡iFIILosl":l'IILIwIIIIIIEOCE10.9gó;s:-rol"/ur' ic..L.-áÉvt!'tsf,mr9l*ct;t.ilårËÈIGARVIK RESIDENCELOT 1 CALICOTTE RANCHPINYON WOODS LANEGARF¡ELD COUNW. COLORADO¡g=¡åElet " l¡iÊ"¡ lEËñEF @.¡rc.NOlESl+;30'2. 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