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HomeMy WebLinkAboutS401 - GENERAL NOTES & SCHEDULESna nNcr+oaaoos ao ourToouT A8V A80VE OA OVERALL ACI AMERICAN WNCRETE INSTITUTDC ON CEMER A��'L A��ITIONAL 0� OUTSI�EDIAMETER A�H A�HESNE OF OUTSIDEFACE A�J A�JACEM OH OVERHEA� AESS ARCHITECTURALLY EXPOSED OPNG OPENING STROCTURALSTEEL OPP OPPOSITE AFF ABOVEFINISHE�FLOOR OPPH� OPPOSITEHAN� AGGR AGGREGATE OSB ORIEMEDSTRANDBOARD AHU AIR HANDLING UNIT OSL OUTSTAN�ING LEG AISC AMERICANINSTITUTE OF OVS OVERSIZE HOLE STEELCONSTRUCTION PAF POWDERFCTUATEDFASTENER AISI AMERICAN IRON AN� PC PRECAST STEELINSTITUTE PL PLATE ALUM ALUMINUM PLF POUNDS PER LWEAR FOOT ALT ALTERNATE PLYWD PLYWOOD APPROX APPROXIMATE PNL PANEL ARCH ARCHITECT PROJ PROJECTION ARCH'L ARCHITECTURAL PSF POUNDSPER SQUAREFOOT ASTM AMERICAN SOQETY OF P51 POUN�S PER SQUARE MCH TESTINGMATERIALS PSL PARALLELSTRANDLUMBER AWS AMERICAN WEL�ING SOQETY PT PRESSURE TREATED L ANGLE PTN PARTITION BAL BALANCE R RADIVS BB BON� BEAM RD ROOF �RAIN B/B BACKTOBACK REF REFERENCE BC BOTTOMCHORO RBNF RBNFORCED ING MENT ( )i )1 ) B� BOARD REp'D REpUIRE� BLDG BUILDING REV REVISIOWREVBED BLK BLOCK RO ROUGH OPENING BLW BELOW RRD ROOF RELIEF DRAIN BM BFAM RTN RETURN BOTT BOTTOM RTU ROOF TOP UNIT BP BEARING PLATE RW RETAINING WALL BRDG BRI�GING SCHE� SCHE�ULE BRG BEARING SECT SECTION BRK BRICK SHT SHEET BS BOTH SI�ES SIM SIMILAR BSMT BASEMENT SJ SAWCUTJOINT BTWN BETWEEN SJI STEELJOISTMSTITUTE BUC BUILTUPCOLUMN SL SLOPE� c CAMBER SPA SPACE(S) CIC CENTERTO CENTER SPECS SPECIFICATIONS CANT CANTILEVER Sp SQUARE CAIS CAISSON SS STAINLESS STEEL CFS WLDFORMEDSTEEL SSL SHORTSLOTTEDHOLES CJ CONTROLAN�/OR STD STAN�AR� WNSTRUCTIONJOINT STIFF STIFFENERS CL CENTERLINE STL STEEL CLR CLEAR STRUCT STRUCTURAL CMU WNCRETE MASONRV UNIT SYMM SYMMETRICAL WL WWMN T&8 TOPANDBOTTOM COOR� COOR�INATE TSG TONGUEAN�GROOVE COMP COMPACTEO TB TIEBEAM CONC CONCRETE TC TOPCHOR� coNN coNNECTioN rcx ToacnoROExrENsiory WNST CONSTROCTION TEMP TEMPERATORE WNT CONTWIJ005 TF TRENCH FOOTING WNTR CONTRACTOR THK THICK CTR CEMER THKS THICKENED SLAB CTRD CEMERE� THR'� THRFA�E� �IA �IAMETER TL TOTALLOA� DIAG DIAGONAL TOP'G TOPPING DIM DIMENSION TRANS TRANSVERSE �L �EA�LOAD TVP TVPICAL DLT DEEPLEG TRACK UNO UNLE55 NOTED OTHERWISE �0 �RTO VERT VERTICAL �N �OWN VIF VERIFYINFIEL� DTL DETAIL w/ WITH �WG �RAWING WD W00� �WL �OWEL WO WINDOW OPENING (MASONRV) EA EACH WP WORKINGPOINT EE EACH END WT WEIGHT EF EACH FACE WWF WELDE� WIRE FABRIC EJ EXPANSION JOIM ENG ENGINEER ELEVATIONTOPANUBOTTOMOFLIST ELEV ELEVATION ELECT ELECTRICAL T/ "ELEVATION.TOPOP EOD E�GE OF DECK BI "ELEVATION.BOTTOM OF" E05 E�GEOFSLAB T/BB TOPOFBONDBEAM E� E�UAL T/BM TOPOFBEAM EpUN EpUNALENT T/CONC TOPOFCONCRETE ES EACHSIDE T/F TOPOFFOOTING EW EACH WAV T/LDG TOP OF LEDGE EXIST E%ISTING T/MAS TOPOFMASONRY EXP EXPANSION T/P TOPOFPIER EXT EXTERIOR T/SLAB TOP OF SLAB FI FAGE OF T/STL TOP OF STEEL FD FLOOR�RAIN TIW TOPOFWALL FDN PoUNDATION T/GB TOPOFGRADEBEAM FIN FINISH T/CAIS TOPOFCAISSON FLR FLOOR BIPL BOTfOMOFPLATE RG FLANGE BIF BOTfOMOFPoOTING FS FARSI�E FTG FOOTING SPECIALCHARACTERS GA GAUGE GALV GALVAWZED ° DEGREE GB GRA�EBEAM t PWSORMINUS GC GENERAL CONTRACTOR �. ELEVATION GL GWLAM 0 DIAMETER cR cRnoE HC HOLLOWCORE Ho no�o oowN HGT HEIGHT HI HIGH HK HOOK HORIZ HORIZONTAL HP HIGH POINT HS HEADE�STU� HSS HOLLOW STRUCTURALSECTION ID INSIDE DIAMETER IF INSIDEFACE INFO INFORMATION INT INTERIOR INV INVERT JST JOIST JT JOINT K KIP KO KNOCKOUT LB POUND L�G LE�GE �G ��NG �� uve �ono LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITU�INAL LP LOW POINT LVL LAMINATE� VENEERLUMBER MAS MASONRV MAT'L MATERIAL MA% MA%IMUM MBM METALBOIL�INGMFR MCJ MASONRVCONTROLJT MECH MECHANICAL MEZZ MERANWE MFR MANUFACTURER MIN MINIMl1M MISC MISCELLANEOUS MO MASONRV OPENMG MOM MOMEM MSW MASONRVSHEAR WALL MSL MEANSEALEVEL MTL METAL NO NUMBER NS NEAR SIDE NTS NOT TO SCALE RELEA5E0 FOR CONSTRUCTION Suhjec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel �u't��V l'Jrc�fJiMMA=� � DATE: 0��06�20 551. All slmcNral steel shall conform to Ihe followin '. 9 WShapes ASTM A992,Gratle 5�. Anglee,Ghennels,Plelee.Bers ASTM A38�Fy=38 kal) HSSTubes ASTMASOO,GratleB�Fy=afiksi) H55 Plpea ASTM Afi00, Grade B(Fy=42 kal) AnchorRotls ASTM F1554,Graae 36 552 Allslaelshallbe detaled,fabncated and erectedin accordancewlh- AISC 360"Specl�Ice�ion�arS�mcWrel5leelBuiltlings",Alloweble SVengN Deelgn(A5�) AISC 3W"Coda o�Sleneertl PrecHce" 553- Iibeamreac�tonisno�tndca�ed,tlasiBnoonnaction(ormtnimuml0kreaNion. $$� /1I�b01�2d LOOIIBC��0119 BhdIIbBI11ddE W�Ih 3�Q��dI8111B�B1,/13'1.5 bOIIB Wllh OW9 80d W86�1B5.OIIIB99 OIhBlW�BBIIOIBd. All wnnec�lons shall be sheer beanng connacNons OgMenetl �o snug�lght wntllNon, unlass o�heiwise nohtl. 556 Allshopandfieldweldsshallbemadeusin9E70eleclmdesorequivalenl $$8. /1I�hBBtlB4 COIIClBIB BIICh0l6 BhB�IbB /\$TM i1��8�FY=$� k61��3/4"dIBRICIBI% 4"BnBlWBI4109�OO�BBBIIOIB4 o�heiwise. SSZ SlaelfabncalorsBalloblainiha size andlocation ofallopeningsforgrlleAlouvars,elc.before pmcaeding withihe (abricalion and erecGon o( any requiretl trames. SSB. PmvitleHeckmanIX129antlp130channelslo�antichannelslo�anchorsa�allcolumns�hatabWmasonrywalls. unless noted. 559. Providetemporarybracingo(ihesWcluxuntilallpermanentlalerzlsupportisinplace. SS10. RD - Roo��rainloca�ion. Pmvitle s�eelframefor4rains.See otherdrawingsforaclualarain�ype,number,size,eh. Coordinate wilh drain cont2qor. 5511. SWCWre antl Erection Stability: During aredlon, �he stmclure ls a norveHcuppotling sys�em. Temporery eredion brecing is requirea. The entlre roMandlorlloordecklnq mateAals mustbelullyerected and connected�othe supporting sWCWre belore temporary ereclion bracing is removed. Bese le�es antl enchor roas ere not aesl netl es sel�cu otlln . Bese le�es mus� be mNatl bebre en meteriel P 9 VP 9 P 9 Y olher Ihan slmctu2l steal and melal tleck are Dlaced or arecled. 5512 Baseplates'.Leveling plales mdoubleleveling nuls may be usetllo support baseplales.Allbaseplates shallbe pmmp�ly gmuted upon ins�elle�ion or completion o� the s�eel heme. Basepla�as end enahor mtls ere nol tlesigned �o supponany addilionalloading. 052100 STEEL JOIST NOTES SJ1. Provltle alllolsLs,bAtlging antl acceseotleeforlha complele erec�lon oQolsisln accordencewl�h Ne current Steel Joist Ins�iW�e "STAN�ARD SPECIRCATIONS AND LOAD TABLES PoR OPEN WEB STEEL JOISTS AND JOISTGIRDERS'ana Un4eiwritersLabora�ones"STANDARq RRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS". $JE. BlId9IfIJ BM1BIIbB COIIIjIIC�BI}�BfBC�Bd BlIQ�OI6�8 BII90Bd bBPolB B11}�WO6IfpCII011I4Btl8BlB PIBCBd OII�OISIS. SJ3. Do nolweld botlom chord ofjois�s�o columns unless no�etl on tlrawings. $�4. I08�BII2IBCIIOIIb0��6dIBII�O�BIJIIdEl�O LOI01110 BIId�0I9L10 LOIOIIi11W011Bt�011B_ SJS Where ballas�ed mofing is no� shown on amhl�eclual tlrawings, pmvlde upliX bndging etall lois�s es par 'STANDARD SPECIFlCATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIR�ERS"!or a nel uplitt load o( 20 ps[ unless noted or shown olheiwise. 053100 STEEL DECK NOTES MD1. Allmetaldack matanal,hbnation andinstallation shallconformto StaelDacklnsHNta "5�I SPECIFICATIONS AN� COMMENTARY" antl "CO�E OF RECOMMEN�ED STANDARD PRACTICP, Currentetli�ian, unless notetl. MD2 FASTENING DECK 1_ Foof deck shell be welded using 518" dlameter puddle welds, 3G16 pallern wllh (2) & 10 TEN sldelepias�enarunless olherwlsa ehownln typlcelde�al ortndlcelatl on tl2wings. 'L FlOOIABCN9I1dIIbB WBIdCd 09�0g B�G�AIBIOEIBlpOdAIB WC�d8,3G�M1 p8VB10 OIIIB89 otherwlse showninlyplceltle�eilorintllcetetl an tlrewings MD3. Pmvitle TS 2112v 2112v 118 deck suppo�, fieltl walded b jois� or beam a� all aack span changes MD4. Pmvide L3x3x1/4 tlecksuppotlatallcolumnswhererequireQ unless natetl. MD5. Pmvide20AauAecoverplateatallmofdeckspanchanAes. M�6. Provide L3x3x1/4 alallunsupportetl edges oftleck and around motperimeter,unless OIIIBM'IHB OOIB(I. MD7. Alldackshallbepmvidetltnamtnimumof3-spanleng�hswharepos4ble ROOF DECK SCHEDULE (v3) Mark Thickness Gauqe Type Finish RoofDeck Schedule Noles 1. Abbrevialions: WR =Wide Rib WRC = WR Cellular WRA = Wide Rib Acouslical WRAC = Wide Rib Acous�ical Cellular Non-Inter=Non-Intetlocking sldelap InteAock = Interlocking sidelap 2. Pmvltle minlmum of � 1/2" baenng el ands o� deck. 9- Pmvida minimum of A' inlerior beanng. Slabon Grade Schedule Noles: 1. Reintorcing dearanceistromlhetop otslab. CMU LINTEL SCHEDULE FOR ALL LINTELS NOT IN�ICATE� ON PLANS Opening Concrete or CMU Lintel �pl�fi�-0" PIBCBBICOOClBlB�30�� p61�4$ pC�.���i�5 Ti0 8"QBBp% 4"WIdB�I110IlIp�BB N metch wall �hicknass. Scoretl �o ma�ch well bond pa�lam 6'-9" l010'�0" CMO linlel block flled wln concrete or grou� (3000 ps), wl (2) #5 T&B 8" QBBp%WdIIIM1ICRPB86. CMU LIMEL SCHE�IILE NOTES 1. Provide 2" covar irom oWsitle (ace for bars In each hoe. 2. Precast linlels shall hava 8" baannA on each side ol opaning 3.Bon4 beamlintels shallex�en4lfi"in�owallon each sitle ofopening. 4. Precestfin�els shall be shored in canter for3 days. 5. Bontl beem I'mtels shall be shored in center for 28 deys- BRICK LINTEL SCHEDULE FOR ALL LINTELS NOT IN�ICATE� ON PlANS ClearOpening SteelAngle UptoS'-0" L3V2x3V2x5/i6 5'�1"upto]'-0" L5x3112rc5116(LLV) 1'-0"up�o10'-0" L6x31/2x318�LLV) nncrt umei scneame rvotas: 1. All lin�els shall have 8" bearing on each entl af opening. 2. Allextenorfin�elsshallbe geNen¢ea. 3 Allin�enorlinlals shallbe shop pnmed wi�h�wo coa�s ofapoxy/ure�hana coa�ing sys�am Remarks 014000 DELEGATED DESIGN SSEL A Spedelty SlmcWralEnglneer(SSE),regleleredlnihe slete o(Ne projecl,shallbe responslblelorihe slmcluxl tlesign of�hefollowing pmtluc[s antl systems complying wi�h specific pedormance and design criteriaintlica�etl. L SIeelJoisls,�olstgirders,bndging end accessoAes. 2.S�mcWrelS�ealConnectlons,excep�es ehown on tlrewings. AISC Option 2 (Datailer�:Simpla shearoonnecllons. AI80 Option 3 (89E�AIlotherconnections nolshow2 017900 DEMOLITION NOTES Gi. All shorin shall be in lace beforedemolition be ins. 9 P 9 62. It is tha Contrec�ofs rasponsibifity N salectma eppmpne�e shoring sys�am Por �he loeas ena work intliceRtl. G3. Reacllons andfomesindicatedforshodnB are acWal,worklnAloads- G4. I! �rawings and specifcations are in conllicL the most slringent reslrictions and requiremenls shall govem. Con�reclorshallbnng elltliscrepencles�o�ha etten�ian o��he anglneerimmetlie�ay. G$. VBfI(y 3IIBFi5�ln8 WnE1�lOf15 pf10��0 30y C¢IIIOIih00,Wn5WGA00 Of(dEli43CI0P.l(EiR2lBp�H13p ShOw0,n0�1�y englneerlerchltecl Immetllelely for modlficallon of tlrawings. G6. AIImnlractorsarereuiretl�ocooNinale�heirworkwi�halltliscilines�oavoiticon0ic�s.Thearehi�ecWraL 9 V I I I I ( d s. Theretoa all mechanlcaeactticaandumbinasecisarenotlnihescoeothese remred P 9 P P �9 Q malarlals end work mey nolbeindlcaletl. Itlsihe conlrec�or'sresponslbllllylo coordlnalethese tl2wings with ell olherconshudlon tlacumen�s.Fe�er�o emhl�ecNrelarewings�oralltlimernsions no�s�own an�hese arewings. LOLd400A SIEBS 80d nUfObBfS O(dllOpBfIInAS OtBy OOtbB LOrtiple�elylndlca�edln�he s�iUCIp2ldldwl��S,IhB reepecllve conlrector ehall verl(y ihelr work wllh ell o�her dlsclpl Ines. G]. TheconVacltlocumen�srepresen��heslmcNreonly.Theytlona�intlica�e�hemethotloftlemolilion.shoringor CO�SINC�iOR Thy C0�11dL�015hdllProvld¢ dIIlOQdSUlPS �¢C255dlY10 Pl01¢CtNB SINLWR dpli09lIPI�10111i�� d�d COOBINC�IOII.TM1B EI19IOBBIOIRBCOIfIIB110�1B8P0118IbI2I01IhB fA01lBCIOl�9111BBOB�IIIB�IIOd9��2CM1IlIQOB9� sequences or esfety pmcatlures durir�q cons�metlon. SFL Allllghtgage,coltlformetl elae1�CF5)membera shallcontormtolhe(ollowing unless olheiwlselntllcetetl on drawings,and AISIS100 arrentedi�ion'. iVPE SIZE SPACING GRA�E Ex�eriorWallSWds fi00Sifi2-54 i6"ocu.n.o. ST33H33ksi ( ) IntedorLoad�Bearin SWds 6005162-6A 16"o un.o. ST93H 33ksi 4 9 � ) SF2. Allshee�s�eelshallcoml wi1hASTMA1003.Coa�in shallbeG90 aNanizin. VY 9 9 9 SF3. Provides�eeltrackscomlinwAhASTMC955thickness�omatchsNds.Tflanewidth. DY 9 9 SF4_ Provlae 1/T ASTM F1554. Gratle 36 hookea enchor bolts at all eleel Vecke, u.n o_ Anchor boll epacing = 48" OC, u.n.o. Proviae anchor bolt a� B" �mm �he entls o� all walls, an o. SFS. Allcoldiormed sleelmembers shallwmply withihe requiremenb ofihelateslAlSlSpecifcalion. SFfi. Fielaweldin is nol rmittetl.Provide screwetl connec�ions. 9 PQ SR. Por ell noMoed beenng sNtls, pmNaa tlefladlon cfips lsoleting the sWd hom �he pnmery e�mcWre. SFB- Provlda 6I0"plywood shealhing on oubldelace olallextedorwallstuds. 020000 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES SF1. Soilto be sVipPed.mmpac�etl and[es�edin accortlance wilhtherecommentlations otlhe soils engineerantl proled specifica�ions. SF2 Foo�inAsshallbeplacedonfinn,undlstu�bedsoiloronenginaeredfll EngineeredFilLNaNallyoratlifcially graded mixlure ofnaWralorcrushed gxvel,croshed slone.end naluralorcrushed send;ASTM � 2940;w1ih a�leas�90 percenlpassing ai-V2-inch sieve and no�more Nan12 percenlpassing a Nn 200 sieve. SF3. Slebs shallbe placetl on wmpacledtree-tlretntng,hosbhee tlainage ooursa- Oratnage Course:Narmwly graded mixWre ol washed croshetl slone, or croshetl or uncroshed gravel', ASTM � 448; coarse�aggregale gretling S¢e 5]; wiM ��0 pemen� passing a 1-1/2Jnch sieve antl 0 �0 5 percen� passing a No. 8 sleve. All �ill shall be compaRetl �o a minimum dry densAy oi 95% oi �he motldetl Pmc�or mavimum dry densi�y (ASTM� D1661),placedin 6"to 8"IiHz Pea gravelmay nolbe used as fII.U117ylrenches and excavations underlhe f00f14B�10116 �l6Ydb8 BhBII111BB��hB 6BIIIBIBQNIBRIBf1�6.SBC 60II8IfIVC6�19B�1011ICp0��01�11l1hC! recommenda�ions. SF4. Underculllnq olthe eolllorloundatlon and/orsleb placamenimay beraqulred_These drewings do notlndlcete ihe enlire sco e oNntlercvltin .tillorbatl soilremovalthalma bere uiretlto a�lainlhe desi n soilbeann P 9 Y 9 9 9 pressures.l�is�ho msponsibility of�ha mn�recNrN obtein a sollslnvasfiga0onrepoq be�ore biddng N a55ess Ihe exlenl ol excavelion entl compectlon ihat may be requlred lo meet ihe des�gn miletla. The COIIV2L`��I6hBll IC�BIfI �hB BBNICBB df B 60II8 BI�IfIBBI N Illdfll��l B�I bBC�l�llllg QpBIB�l�fl6 BI14 �O IIIBpCC� fooling beanr�q matenal.A repotl catlifed bytha soils enBincershallbafurnishedtotha architectlenginaer verityinglhatalllountlaGons were placed on a ma�erialcapable ofsustaininglhe design bearing pressures. SFS. Iftlewa�eringisrequiretl,sumps shallna�be placed wiNin[hefountla�ion excava�ian. SF6. Main�ainamaximumslopebelweena4lacen�foo�ingbearingeleva�ionsof2horizon�al�olverfical.Main�aina 2 horirontalloi verlicalslope nextlo exislingtoundalionsloavoid underminingloundalions. $F/. NO h4fR���B��01��6 afB pBf1111��Bd10 B�y�00fIdBlI40.�Ef11CB��0111�6BfB pElf111��Ed QfI�yI11WBII�O��lfllf6. SFB. Shallowfoundalions may be eatlhformed where Me excavation permi�s.liearth-(ormingis used,add 2"�o�he widlh andlengih olallfoundalions. SF9. The boVom o�ellfounae�lans shallbee minlmum aflocel�msltleplh belowOnelgretle. 033000 CAST IN PLACE CONCRETE NOTES IFoundations Slabs & Wallsl RG1. Allconcrete ehallhevethefollowing 284ay compresslve elrengths'. STRENGTH LOCATION 3000 psFO% AE Allloundalions and(ootings 4000 psi-6% AE Exteriorslabs,piers,walls,columns,gade beams antl concrete exposetlto heezing 6000 psi-0% AE In�anorslabs,flliormehldack and allo�herin�enorooncra�a RC2. Allrein(o�ng shellcon�ormlo Mefollowing cancre�e covec COVER LOCATION 3" Fountla�ions 8 Poo�ings'.Allsudaces', ExteriorSlabs'.Botlom',Grade Beams 8 Trench Footings:Allsurtaces;Allconcrete caslagainstsoil 2" Exterior Walls, All Piers 8 All Pilasters: All sutlaces; Exterior Slabs: Top; All exterior concrele 1 1/2' In�enorbeams,columns & walls:Allsurfaaes;Allconcre�e no�exposea�owea�herorin conWc� wi�h gmuntl 3/4" InleriorslabsBWalls RC3. Welded Wire Fabric�WWFJlorslabs andfillformetaldeckshallbe placedinihe uppervthib ofihe slab orfll.See ae�ails. RC4. Allreinforcing s�eelshallbe tletailetl.suppliee antl placetlin accartlancewi�h AC1315, AC1318 and CRSIMSP-0. RC6. AllreinPomtng s�ealshallbe snop hbnca�atl and,wnareappllcable,shallba wired NgaMarand coniorm�o ASTM A-615,Grade 60. RC6. Chamferetlges o�exposed concre�e 314'l unless no�etl o�herwise. RC7. Coniraclorohallmakefour,6'x12"tesicylindersforeach50wbicyaNsofconcretepouredforeachdays opeatlon. Break 1 et ] days, 2 a120 deys end relaln spere. kCB. All weltled wde febdc ehall conPorm �o ASTM A�85, Fy(min) of 85 ksl. All weldatl wlra �ebnc leps shell ba 8". RC9. Allfinished concrala,concretelormwoA antlfalsework shallbain accordancewilh AC190L Cont2ctoris solely responsible lor ihe design and consW clion o! all formwork, falsework antl shoring. RC10. PmvitlesleevesPorellopeningsingadebeemsorwallsloN�allysepaalapipe�mmconcre�e. RC1t Foundations may be earih�formedwherethe excava�lon perml�sJteanh-lormingls used add Yto�he wid�h, lengih &ihlcknessofellfoundallons. �iCi�2. PIB6�1C UBpOIfiC�Blf�Bll/\STM E��Q5�QB66/��IIOIIB66�hBfl�� R1�6��25111R1��hICk�SCB 6pBC�Cd�l�f16. IIICIOQB manNacWrer's recommended adhesive or pressure-sensitive loint tape. FG13. FiberRelntorcement.ilintllcetatlontlrawings,ehellbe100%virginpolypropyleneincollelaQNrllletetlform, complying wi�h ASTM C 11�Q mintmum lang�h o� 314". Mlnlmum dasage =�.5 pounas per cublc yertl. RC14. Aanesive Anchors ana Aanesives UsedforReinforcingAnchorage: 1. The atlhesive anchor syslem used tor posbinstalletl anchoraqe to concrele shall con(orm to Ihe requiremen�s o� �he mos� recen�ly published ACI 355 4. 2. AdhasiveanchorsindicatedarelheBasis-o6DasiAn.AppmvedequaimaetinAAC19564ispermitted- 3. Bulk+nlxetl edheslves are notpermittetl_ Q. /NCh0l6 6hBIIbB 60PpIIB436 BfIBlIIIIB 6YB�Bf11Wl�hlIIBIIOfBC�01Bl�SlBCORI111Bf14BI10118 BQhBlBtlIO. 6. Adhasive anchors shallbeinslalled by qualified personnelirainedloinstallatlhasive anchors. 8. Inelellation o(atlheeive anchore hori�ontally orupwartllylnclined shellbe perlormed by personnel cetlifietl bythe AqICRSIAtlhesive Anchorins�allerCeRifica�ion program. 7. Adheslve anchorslnstalledin horizontalorupwardlylnclined otlenlatlons shallbe conllnuouslylnspected dunnginstallation by aninspeclorspecially appmvetlforNatpurpose. RC15. Bontling agen[forbantling fresh concre[e�o hartlened concre�e:ASTM C1059IC1059M,Typell, nonredisperoible. acrylic emulsion or styrene bWadiene. 042000 MASONRY AND REINFORCED MASONRY NOTES M�. MIIIIf11011128 dBY COIIIPIBBBIVB 6�1BfIJ�h O�COIICIB�B RIB60llfY ON�6 6hBIIbB 280� P.6J. bB8B4 �fIOB�BlBB o(�he unit Specified tlesign compressive s�renglh of masonry shall be Pm = 2000 psi. All uni�s for exlenorwalls,load-beaAnB�lls and shearwalls shallbe normalwelghlbbck. M2 AllmortarshallbeType S.No a4mixWres may usetl unless approvetl by architecllengineer.Motlarshall no� ba usetl brgmNing cores or�illing bond besms. M3. All block shall be laid in a running bond paVem. M4. Goursagmutshallbeuse4waregroulingurequireQ5lumpshellbe8"�61".Mlnimumgroul compressive strenglh shall be 3000 ps.i. M6- All relnforcing shall be ASTM A6t5 Grada 60 (FyxiO ksplap all relnforolnA a minimum of d8 bar diamelers. MA. Cen�ervetllcalrelnbrcinginblockwres,unlessno�edo�heiwlsa. MI. See archilecturaland specificationslorellconiroljoinllorations.Reinlorcingin bond beams shallbe tliscon�inuous a� canlrol loints. M8. Pmvitlelatldertypehor¢on�al)oin�reinPo¢emen�a�16'o.a.Sitlemdsendcrossmtlsshellbe#9wire, 9dIVd06EQ SPE S,OPLiIiLd�l005.�O1�0i01f2ipl0ft201201d�C001�01j0ip(5. M9. Pmvitle"L"barsa�allbonabeamcomersasrequired. M14 FllooresoiblocksolitlwphgmutM+oPollooursesbalowMebeanr�qoiallbeamsorfm�elssuppotleaon masonry. M11. All attachments �o block shall be made wilh Hilti HLC V2' diameter x 3" sleeve anchors, unless noletl o�heiwlse. Anchors shall be inslelletl per menWecWrefs recommentla�ions. M12. Seelypicalschedulesformasonry and s�eellintels no�indica�ed on plans. M13. Allmasonryuni�sbelowgraae�obegroNetlsolia. M14. Pmvitle6es�oallshucN215teel. M15. Alllnterlor,norvloatl beatlng maeonrywells overiT-0"hlgh,shellbe suppoMetl on Nlckened aleb ae per typical4elail.Wallvetliralreinforcing shallbep5 @ 48"OCfullheight Unless noled olherwise. Mi6. All wres wi�h reinfo¢ing s�eel shall be gmutetl soliQ full height of wall. 070002 EXISTING STRUCTURE NOTES E51. TheactualexistinBSWclureconiigura0on,members¢es,elchasnotbeanfeldvelied. E52 Allexisling simcWreintlicatedislorreference only. ES3. Fleltl verdy axls�ing slmcWre.lfexlsting shuduravarlaefmm configure�loq shas,ero.hom drewings,natify anglnearofrecortllmmatlle�aly. GENERALNOTES DESIGN TABLE MotlelBuiltling Cotle'. LocalBuilaing Cotle: ModelCode SWndard: SIeelS�antlartl: S�eel Seismic S�anaard'. Concrete Standard: Masonry Standard'. Waotl S�anaara'. Risk Category: ROOF �ESIGN LOADS Main within 13fl of Hotel Minmr n1Xf mH I a oeNa 3 ro ote SOILS Allowable Bearing Pressure,qa'. Soil �ensily, yl�. Minimum Fowdalion Bearing Depih: SLAB ON GRADE Compaqed FiIlThickness: Compaction Specifcalion'. SNOW �ESIGN CRRERIA Ground Snow Load, Pq�. Flal Rao! Snow Loatl, P! Impotlanw Fadocls: Exposure Factor,Ce: Thermal Facloq CL Warm Slope Fac�or,Cs: WIN� DESIGN CRITERIA Ul�imale Wind Speetl,Vull: �esign Wina SpeeQ VASD: EOCIOSU�¢ Cd55: Internal Pressure CoeRcient, GCpi: SEISMIC DESIGN CRITERIA Importance Fador, le: Ma ed 5 cVal Res onse SS: PP Pe P Mappetl SpectralResponse,Si'. Sile Class: �esign SpecVal Response, 5�5: Design Spec�rdl Response, SDi: Seismic Design Calegory. SOC: Overslrength Factoq 4: Seismic Response Coe%icien�,CS: Response Modifmation CoeH.,R'. Un(ecloretl �eslgn Bese Shear,V' Anaysis Pmceaure'. Basic Seismic-Forw-Resisling System: McCOMAS/ ,, O'DONNELL& NACCARATO - SiRIICTIIRAI fNGINEERS 0'�ONNELL 8 NACCARATO, MC. 1717 EAST 116ih STREET I SUITE 200 I CARMEL. IN A6032 (31])580-04�2I WWW.O-N.wm I ProjeclNo.]080.0004.00 20121n1eme�lonel Bulldiqq Gotle Intliana Building Cotle 2014 ASCE 7-10 AISC 360-00 AISC 341-00 ACI91811 ACI 530-11 AITC/APA/N�S Curten� E4. II NormalRisk �eatl Live Snow 18.5 sf 20A sf 55A sf P P P 18b s! 20 � s! 20 � s! P P P Spread Wall sooa psr sooa psr 125 Pcf 36 in 8 in 100% SlandaMProctorD598 20 psf 20 psf 1.0 1.0 Partially 1.0 Healed 1.0 115 mph 90 mph Enclwed 0.18 iD0 a isi 0.081 C a i�n 0.092 B 2b a os� 2 6]%W ELFA A.Beanng WallSys�ems 8. Ortllnary reln�orced meaonry aheer welle Ci�. RBfiCll�fl6 BIIQIOlW610fIICB�Cd BIB OOIBC101BQ.AlIOWBbIB $VC11 OI�BBI 0/1$� I�BIIB. 9 9 ( 1 G2. If Dawings antl spadHce�lone ere In con�llct, tha mos� s�nngent resldcHons entl requlremen�s shell govem. Canlrec�or shall bnng ell tl6crepancies�o�M1ea��en0on of�ha enginea�tmmeda�ey. G3. VetllyallexletingcontlltlonsprlorloanycoreVuc�lonor(abticallon.11dlRerentthanahmvqnolllyer�glneerlamhltectlmmedle�etytor motlifica�ion of tlawings. Gd. Allwnt2Gors are required b coordinatelheirwork witB alldisciplinestoavoid con0icis.The architedural,mechanical,alecVicaland plumbing aspecLs are nol'm ihe scope of ihese drawings- There(ore, all requlred malenal5 and woM mey nol be indlcatedJt Is ihe wnlrector'sreeponelbTty�o coortllma�e�hase drewingsw�lh ello�herconstrucHon tlacumen�s.Re�er�oemMtecWrelarewingsfarell AiRiPO5i005 OOISAOW� OO�hP52 G�dWi095.LOLd�l005,5iZ25 dOE OUOtIlP�S 0(dIlOPP01095 Otdy OO�EP LOfOPI2�21yi�EICd�PEl0�M12 sW clurzl drewings. The raspecllve wnlrector ahall vetl(y ihelr work wllh all other dlsclpllnes. Gfi The contrac�tlacumen�srepresen��he s�mcWre only.They do notintlica�e�he me�hotl o�conslmc�ion.The conVac�orshallpmvide all h III I measuresneoessa �o mtec��eslmNuredunn constmobon.5uahmeasurassha noutla,bu�noHimAedtobraain shonn, ry P 9 9, 9 under innin elc.lhe En ineerolRecordis notres onsibleloriheconlractors means methods techni ues se uences orsatel V 9� 9 P . � 9 � 9 Y pmceaures tluring cons[mclion. G6. Notes and detals shalltaka pracedance overAene2lslmcNralnotes.WBare no datails orsections ara shown,conslrwtion shall conlormlo similarwork onihe pmject.Typicalseclions and tletails may nolbe culonihe plans,bulapply unless notetl otherwise. GI. Pmvisions�orhWreexpansion: Vetlical: None Horrzontal: None WINO COMPONENT 8 CLAOOING PRE$$URE$ Wall C8C Gross Siren th Wind Pressures Wall Description �YP ASCE 7 Figure 30 4-1 Zones *4It5 24 sf Zone -4 -23 psf Zone -5 -30 psf Para ¢t C&C Gross Siren th Wind Pressures Parapel TyP Descriptian ASCE 7 Figure 30.4-2A Zone 4 63 psf Zone 5 88 psf ASCE � Figi Zones +1,+2, Zone 2one Zone Net oead Lo Zones *1,*2, Zone Zone Zone AS( �a�si i oe�x a, �_ .�` ..4> P ti*� ;,'�O�',�..i„ PEDCOR DESIGN GROUP LLC Architec[ure / Pmject Managemenl�. 355 City Center Drive Carmel Indiana 46032 3177057979 (phone) 317.705.7980 (fax) Engineer: Q�NEI� Mc��, c� :'a` � _ No _ , a 860325 _ o P- srnre ov � c 3�c�`��, � ; : �\�: -,, ,���A� �C� . 'i��i�uun,ua11`� CM� /1 � r � By: � � � ❑ � � � KEY PLAN � � � Bldg 1 Na r Developer: P�Ey D C�yO R l% , l%r//IAT//" � DEVELOPMENT CO. Project: - I � O O �L �� r � W O ♦^ U � V� � Z W�� � J � W U U � � Q J " � � � W vvi4tii 6 J..xFxaw OFiNLOMEXiB CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date osns�zoso asnsnazo Drawn By: Checked By: KLS JRH Last Revision Date: No. �ate �escription 0 Project Number: M/0&N 7080.0004.00 Sheet Title: GENERALNOTES & SCHEDULES Sheet Numbec ���1� 1 SteelBearin PIa�eScheduleNotes�. 9 L Hold beering plate beck VT' Gom fece of welL ?.PlQVIQB�2���2"%8"hCB4Cd BOChdl6�OIRIB84111Y bBBOfIf.OfI�B88fI01Bd O�hBNJI6B. 3 Pmvida(2)3IA'x8"headed anchors(orconcrele beanng unlass nolad olharwua- Masonry Wall Schedule Notes' 1. Provi4e T' cover �rom oulsitle tace �or bars in each �ace. 2.GmW ellwres wiMrebarsofid unless solid gmuled wallls shown. 3. Pmvide laddar typa hor¢ontal reinPomament at 18" o.o., unless noted olheiwise.5ide and cross rods shallbe d9 wire,galvanized,see sped�lce�lons. CN IOIn� reln�arcemen� e� conhol )oln�s. 4. Provlda bond baam with (2) #5 cont al lop of wall, unless nolad olherv�ise- See echetlule(oradtll�lorcdlbond beame. WaIlFooting Schedule Noles' 1. Reiniorcingclearancealbo�tomandsiaeso��oolings=3" 2. Use concrele brick of CR51 Class 3, CHCP wire bar supporls @ 96'. No[es: 1. Pressure zones are shown in ASCE �-10. 2. Pressures shown are +l- intemal pressure. 3. Values based an W intl Speetl V(UII) = 115 mph 4. (-) Pressure is suc�ian perpentlicular �o surtace. 5. (+) Pressure is perpentlicular to sudace. 6. Zones 2,3 8 5 Dis�ance, a= 3 ft 7. Strength Loatl Fac�or = 1 0