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 AMERICAN INSTITUTE 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 AMERICANWEL�INGSOQETY PT PRESSURETREATED
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 BEARINGPLATE RW RETAININGWALL
BRDG BRI�GING SCHE� SCHE�ULE
BRG BEARING SECT SECTION
BRK BRICK SHT SHEET
BS BOTHSI�ES SIM SIMILAR
BSMT BASEMENT SJ SAWCUTJOINT
BTWN BETWEEN SJI STEELJOISTMSTITUTE
BUC BUILTUPCOLUMN SL SLOPE�
c CAMBER SPA SPACE(S)
CIC CENTERTOCENTER SPECS SPECIFICATIONS
CANT CANTILEVER Sp SQUARE
CAIS CAISSON SS STAINLESSSTEEL
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�
WNN CONNECTION TCX TOPCHOR�EXTENSION
WNST CONSTROCTION TEMP TEMPERATORE
WNT CONTIN0005 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 DEEP LEG 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 EACHFACE WWF WELDE�WIREFABRIC
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 TOPOFSLAB
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 GENERALCONTRACTOR �. 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 HOLLOWSTRUCTURALSECTION
ID INSIDEDIAMETER
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 LOWPOINT
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 MASONRVOPENMG
MOM MOMENT
MSW MASONRVSHEARWALL
MSL MEANSEALEVEL
MTL METAL
NO NUMBER
NS NEARSIDE
NTS NOT TO SCALE
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
�u't��V l'Jrc�fJiMMA=�
�
DATE: OH�Z 1 �2O
551. All simcNral steel shall conform to Ihe following'.
W Shapes ASTM A992 Gratle 5�.
Anglee.Ghennels,Plalee.Bers ASTMA38�Fy=38ka1)
HSS Tubes ASTM A500, Gratle B(Fy=afi ksi)
H55 Plpea ASTM Afi00, Grade B(Fy=42 kal)
Anchor Rotls ASTM F1554, Graae 36
552 All slael shall be detaled, fabncaled and erected in accordanca w7k
AISC 360 "Specl�lce�ion �ar S�mcWrel Sleel Builtlings", Alloweble SVengN Deelgn (AS�)
AISC 3W "Coda o� Sleneertl PrecHce"
553- Iibeamreaa�tonisno�tndca�ed,tlasignoonnadion(ormtnimumlOkreaNion.
$$� /1I�b0I�2dC0011Bt��011BBhdIIb2111ddEW�Ih3�4��dI8111B�B1,/13'1.Sb0IlBWIlh00�980dW86�1B5�011IB8901h2lW�BBOOIBd.
All wnnec�lons shall be sheer beanng connacHons OgMenetl �o snug�lght wntliHon, unlass o�heiwise nohtl.
556 AllshopandfieldwaldsshallbematleusingE70elecimdesorequivalenl
SS6- All headed concrete anchors shall be ASTM A108 (Fy=50 ksi), 3/A" dlemeler x 0" after welding, unless noled
o�heiwise.
SS]. Sleelfabricalorshalloblainihesizeandlocationofallopeninqsforgrilles,louvers,elc.beforepmceedingwithihe
(abricalion and erecGon o( any requiretl trames.
SSB. PmvitleHeckmanIX129antlp130channelslo�antichannelslo�anchorsa�allcolumns�hatabWmasonrywalls,
unless noted.
559. Providetemporarybracingo(ihes�mclureuntilallpermanentlalerzlsupportisinplace.
SS10. RD-Roo��rainloca�ion.Pmvitles�eel�ramefor4rains.Seeotherdrawingsforaclualaraintype,number,size,etc.
Coordinate wilh drain cont2qor.
5511. SWCWreantlErectionStabilit:
Y
During aredlon, �he s�mclure ls a norveHcuppotling sys�em. Temporery eredion brecing is requirea.
The entlre roM andlorlloor decking mateAals must belully erected and connected lo the supporting sWCWre belore
temporary ereclion bracing is removed.
Bese le�es antl enchor roas ere not tlesl netl es sel�cu otlln . Bese le�es mus� be mNed bebre en meteriel
P 9 VP 9 P 9 Y
olher Ihan slmcNral steel and melal tleck are Dlaced or erecled.
5512 Baseplates'. Leveling plales rn double leveling nuls may be usetl lo support baseplales. All baseplates shall be
pmmp�ly gmuted upon Ins�elle�ion or compleflon o� the s�eel hame. Basepla�as end enahor mtls ere no� tlesigned �o
suppotl any addilional loading.
052100 STEEL JOIST NOTES
SJi. ProvltlealllolsLs,bAtlgingantlacceseotleeforlhacompleleerec�lonoQolsislnaccordencewl�hNecurrent
Steel Joist Ins�iW�e "STAN�ARD SPECIRCATIONS AND LOAD TABLES PoR OPEN WEB STEEL JOISTS
AND JOIST GIRDERS' ana Undeiwriters Labora�ones "STANDARq RRE TESTS OF BUILDING
CONSTRUCTION AND MATERIALS".
$JE. BlId9IfIJBM1BIIbBC0111j1IC�BI}�BfBC�B4BlIQ�OI6�BBII90BdbBPolBBII}�WO6IfpCII011I4Btl8BlBPIBCBd011�0ISI5.
SJ3. Donolweldbotlomchordofjois�s�ocolumnsunlessno�etlontlrawings.
$�4. I08�BII2IBCII011 b0��6 dl BII �0�81 JIIQE! �0 LOI01110 Blld �OI9Ll0 LOIOIIiII W OIIBC�OIIB_
SJS Where ballas�ed mofing is no� shown on amhl�eclual tlrawings, pmvlde upliX bndging etall lois�s es par
'STANDARD SPECIFlCATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST
GIR�ERS"!or a nel uplitt load o( 20 ps[ unless noted or shown olheiwise.
053100 STEEL DECK NOTES
MDi. Allmetaldackmatanal,hbnationandinstallationshallconformtoStaelDacklnsHNta
"5�I SPECIFICATIONS AN� COMMENTARY" antl "CO�E OF RECOMMEN�ED
STANDARD PRACTICP, Currentetli�ian, unless notetl.
MD2 FASTENING DECK
1_ Foof deck shell be welded using 518" dlameter puddle welds, 3G16 pallern wllh (2) &
10 TEN sldelep fas�enar unless olherwlsa ehown In typlcel de�al ortndlcelatl on
tl2wings.
'L Fl001 ABCN 9lldll bB WBIdCd 09I0g B�G� AIBIOEIB! pOdAIB WC�dB, 3G�M1 p8VB10 OIIIB89
otherwlse shown in lyplcel tle�eil or Intllcetetl an tlrewings
MD3. Pmvitla TS 2 92v 2112v 118 deck suppo�, fieltl walded b jois� or beam a� all dack span
changes
MD4. Pmvi4eL3x3x1/4tlecksuppotlatallcolumnswhererequireQunlessnatetl.
MD5. Pmvide20AauAecoverplateatallmofdeckspanchanAes.
M�6. ProvideL3x3x1/4alallunsupportetledgesoftleckandaroundmotperimeter,unless
OIIIBM'IHB OOIB(I.
MD7. Alldackshallbepmvidetltnamtnimumof3-spanleng�hswharepos4ble
ROOF DECK SCHEDULE (v3)
Mark Thickness Gauqe Type Finish
Roof Deck Schedule Noles
1. Abbrevialions:
WR = Wide Rib
WRC = WR Cellular
WRA = Wde Rib Acouslical
WRAC = Wide Rib Acous�ical Cellular
Non-Inter=Non-Intetlocking sldelap
InteAock = Interlocking sidelap
2. Pmvltle minlmum of � 1/2" baenng el ands o� tleck.
9- Pmvida minimum of A' inlenor beanng.
Slab on Grade Schedule Noles:
1. Reintorcingdearanceistromlhetopotslab.
CMULINTELSCHEDULE
FOR ALL LINTELS NOT IN�ICATE� ON PlANS
Opening Concrete or CMU Lintel
�pl�fi�-0" PfBCB81C00ClB1B�30��p61�4$pC�.���i�5Ti08"QBBp%4"WIdB�I110IlIp�BB
N metch wall �hicknass. Scoretl �o ma�ch well bond pa�lam
6'-9" l010'�0" CMII linlel block flled wlh concrete or grou� (3000 ps), wl (2) #5 T&B 8"
QBBp%WdII�hICkPBB6.
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 aach side ol opaning
3. Bond beam lintels shall ex�en4lfi" in�o wall on each sitle of opening.
4. Precestfin�els shall be shored in canter for3 deys.
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
6'�1"upto]'-0" L5x3112rc5116(LLV)
�'-0"up�o10'-0" L6x31/2x318�LLV)
nncrt umei scneame Notas:
1. All lin�els shall have 8" bearing on each entl af opening.
2. Allextenorfin�elsshallbegeNen¢ea.
3 All intenor linlals shall be shop pnmed with iwo coats oi apoxy/urethana coating systam
Remarks
014000 DELEGATED DESIGN
SSEL ASpedelty5lmcWralEnglneer(SSE),regleleredlnihesleteo(Neprojecl,shallberesponslbleloriheslmcWral
tlesign of �he following pmtluc[s antl systems complying wi�h specific pedormance and design cri�eria intlica�etl.
L Sleel Joisls, �olst girders, bndging end accessoAes.
2. S�mcWrel S�eal Connectlons, excep� es ehown on tlrewings.
AISC Option 2(Datailer�: Simpla shear oonnecllons.
AI80 Option 3(89E�All other connections nol show2
017900 DEMOLITION NOTES
Gi. All shoring shall be in place beforedemolition begins.
62. It is tha Contrec�ofs rasponsibifity N salectma eppmpne�e shoring sys�am Por �he loeas ena work intliceRtl.
G3. ReacllonsandfomesindicatedforshodnBareacWal,worklnAloads-
G4. I! �rawings and specifcations are in con(lict. the most slringent reslrictions and requiremenls shall govem.
Con�reclorshall bnng ell tliscrepencles �o �ha etten�ian o� �he anglneer immetlie�ay.
G$. VBfi(y3IIBFiS�1ngWnE1�l0�5yfi0��030yC¢IIIOIiH00,Wn5WGA000f(dEli43CI0P.l(EiR2lBp�H13p5hOw0,n0�1�y
englneerlerchltecl Immetllelely for modlficallon of tlrawings.
G6. AllconlrecNrserereuiretl�ocooNinale�helrworkwl�helldsallines�oavoiticon�ic4s.Theamhl�acWral,
9 V
I I I I ( d s. Theretoa all
mechanlcaeactticaandumbinasecisarenotlnihescoeothese remred
P 9 P P �9 Q
malerialsandworkma nolbeindicaletl.ltisiheconlractorsresonsibllll locoordlnalethesetlrawinswithall
Y P Y 9
olher conshudlon tlacumen�s. Fe�er�o emhl�ecNrel arewings �or all tlimernsions no� s�own an �hese arewings.
LOLd400A SIEBS 80d nUfObBfS O( dll OpBfIInAS OtBy OOt bB LOrtiple�ely Indlca�ed In �he s�iUclu21 dldwl��5, IhB
reepecllve conlrector ehall verl(y ihelr work wllh ell o�her dlsclpl Ines.
G]. TheconVacltlocumen�srepresen��heslmcNreonly.Theytlona�intlica�e�hemethotloftlemolilion.shoringor
cons�mc�ion. The contrac�or shall provitle all measures necessary lo pro�ect me sWCNre during tlemolAion and
COOBINC�I011. TM1B EI19IOBBI OI RBCOIfI IB 110� IBBPOIIBIbI2I01IhB fA01lBC�0l�91118000� IIIB�IIOd9� �2CM1IIIQOB9�
sequences or esfety pmcatlures durir�q cons�metlon.
SFL AIIIIghtgage,coltlformetlelae1�CF5)memberashallcontormtolhe(ollowingunlessolheiwlselntllcetetlon
drawings, and AISI 5100 arrent edi�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
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. AIIcoldiormedsleelmembersshallwmlwithihereuiremenbofihelateslAlSlSecifcalion.
P
Y Q P
SFfi. Fielaweldin isnol rmittetl.Providescreweticonnec�ions.
9 PQ
SR. Por ell noMoed beenng sNtls, pmNaa tlefladlon cfips lsoleting the sWd hom �he pnmery e�mcWre.
SFB- Provlda6l0"plywoodshealhingonoubldelaceolallextedorwallstuds.
020000 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES
SF1. SoiltobesVipPed.mmpac�etland[es�edinaccortlancewilhtherecommentlationsollhesoilsengineerantl
proled specifica�ions.
SF2 Foo�inAsshallbeplacedonfinn,undlstu�bedsoiloronenginaeredfll EngineeredFilLNaNallyoratlifcially
graded mixlure of naWral orcrushed gxvel, croshed slone. end nalural orcrushed send; ASTM � 2940; wlih
a� leas� 90 percen� passing a 1-V2-inch sieve and no� more Nan 12 percenl passing a Nn 200 sieve.
SF3. Slebs shall be placetl on wmpacletl. tree-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), placed in 6" to 8" IiHz Pea gravel may nol be used as fll. U117y Irenches and excavations under Ihe
founae�lons or slabs ehell mea� �he seme requdemenk. Sae solls Inves11ge0on reporl for Ntlher
recommenda�ions.
SF4. Underculllnqoltheeolllorloundatlonand/orslebplacamenimayberaqulred_Thesedrewingsdonotlndlcete
ihe enlire sco e o! untlercvltin . lill or batl soil removal thal ma be re uiretl to a�lain Ihe desi n soil beann
P 9 Y 9 9 9
pressures. I� is �ho msponsibility of �ha mn�recNrN obtein a solls Invasfiga0on rapoq 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 N IIIBpCC�
fooling beanr�q matenal. A repotl catlifed by iha soils enBincer shall ba furnished to iha architectlenginaer
veritying Ihat all lountlaGons were placed on a ma�erial capable of sustaining Ihe design bearing pressures.
SFS. If tlewa�ering is requiretl, sumps shall na� be placed wiNin [he fountla�ion excava�ian.
SF6. Main�ain a maximum slope belween adlacen� foo�ing bearing eleva�ions of 2 horizon�al �01 verfical. Main�ain a
2 horirontal l01 verlical slope next lo exisling toundalions lo avoid undermining loundalions.
$F/. NOh4fR���B��01��6afBpBf1111��BdIOB�y�00fIdBlI40.�Ef11CB��0111�6BfBpElf111��Ed4fI�yI11WBII�O��lfllf6.
SFB. Shallow foundalions may be eatlhformed where Me excavation permi�s. Ii earth-(orming is used, add 2" �o �he
widlh and lengih o! all foundalions.
SF9. TheboVomo�ellfounae�lansshallbeeminlmumaflocel�msltleplhbelowOnelgretle.
033000 CAST IN PLACE CONCRETE NOTES IFoundations Slabs & Wallsl
RG1. All concrete ehall heve ihe following 284ay compresslve elrengths'.
STRENGTH LOCATION
3000psF0% AE Allloundalionsand(ootings
4000 psi-6% AE Exterior slabs, piers, walls, columns, gade beams antl concrete exposetl to heezing
6000psi-0% AE In�anorslabs,flliormehldackandallo�herin�enorooncra�a
RC2. Allrein(o�ngshellcon�ormloMefollowingcancre�ecovec
COVER LOCATION
3" Fountla�ions 8 Poo�ings'. All sudaces', Exterior Slabs'. Botlom', Grade Beams 8 Trench
Footings: All surtaces; All concrete casl against soil
2" Exterior Walls, All Piers 8 All Pilasters: All sutlaces; Exterior Slabs: Top; All exterior concrele
11/2' In�enorbeams,columns&walls:Allsurfaaes;Allconcre�eno�exposea�owea�herorin
conWc� wi�h gmuntl
3/4" InleriorslabsBWalls
RC3. WeldedWireFabric�WWFJIorslabsandfillformetaldeckshallbeplacediniheuppervthibofiheslaborfll.See
ae�ails.
RC4. Allreinforcings�eelshallbetletailetl.supplieDantlplacetlinaccartlancewi�hAC1315, ACI318an4CRSIMSP-0.
RC6. AllreinPomtngs�ealshallbesnophbnca�atland,wnareappllcable,shallbawiredNgaMarandconiorm�oASTM
A-615, Grade 60.
RC6. Chamfer etlges 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. Allfinishedconcrala,concretelo�mwoAantlfalseworkshallbainaccordancewilhAC1901.Cont2ctorissolely
responsible lor ihe design and consW clion o! all formwork, falsework antl shoring.
RC10. PmvitlesleevesPorellopeningsingadebeemsorwallsloN�allysepaalapipe�mmconcre�e.
RC1t Foundationsmaybeearih�formedwheretheexcava�lonperml�sJteanh-lorminglsusedaddYto�hewid�h,
lengih & ihlckness of ell foundallons.
�iCi�2. PIB6�1CUBpOIfiC�Blf�Bll/\STME��Q5�QB66/��IIOIIB66�hBf1��R1�6��25111R1��hICk�SCB6pBC�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. AanesiveAnchorsanaAanesivesUsedforReinforcingAnchorage:
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+nlxetledheslvesarenotpermittetl_
Q. /NChOl66hBIIbB60PpIIB436BfIBlIIIlB6YB�Bf11Wl�hlIIBIIOfBC�01Bl�SlBCORI111Bf14BI10118B4hBlBtlIO.
6. Adhasiveanchorsshallbeinslalledbyqualifiedpersonnelirainedloinstallatlhasiveanchors.
8. Inelellation o( atlheeive anchore hori�ontally or upwartlly Inclined shell be perlormed by personnel
cetlifietl by the AqICRSI Atlhesive Anchor Ins�aller CeRifica�ion program.
7. Adheslveanchorslnstalledinhorizontalorupwardlylnclinedotlenlatlonsshallbeconllnuouslylnspected
dunng installation by an inspeclor specially appmvetl for Nat purpose.
RC15. Bontling agen[ for bantling fresh concre[e �o hartlened concre�e: ASTM C 1059IC 1059M, Type I I,
nonredisperoible. acrylic emulsion or styrene bWadiene.
042000 MASONRY AND REINFORCED MASONRY NOTES
M�. MIIIIf11011128dBYC0111PlBBBIVB6�1BfIJ�h0�C011CIB�BRIB60lIfY0N�66hBIIbB280�P.6J.bB8B4�fI0B�BlBB
o(�he unit Specified tlesign compressive s�renglh of masonry shall be Pm = 2000 psi. All uni�s for
exlenor walls, load-beaAnB �Ils and shear walls shall be normal welghl bbck.
M2 All mortar shall be Type 5. No a4mixWres may usetl unless approvetl by architecl/engineer. Motlar shall
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. Seearchilecturalandspecificationstorallconiroljoinllorations.Reinlorcinginbondbeamsshallbe
tliscon�inuous a� canlrol loints.
M8. Pmvitlelatldertypehor¢on�al)oin�reinPo¢emen�a�16'o.a.Sitlemdsendcrossmtlsshellbe#9wire,
9dIVd06EQ SPE S,OPLiIiLd�1005. �Ol �Oi01 f2ipl0ft201201 d� C001�01 j0ip(5.
M9. Pmvitle"L"barsa�allbonabeamcomersasrequired.
M14 FllooresoiblocksolitlwphgmutM+oPollooursesbalowMebeanr�qofallbeamsorfm�alssuppotleaon
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. Seelypicalschedulesformasonryands�eellintelsno�indica�edonplans.
M13. Allmasonryuni�sbelowgraae�obegroNetlsolia.
M14. Pmvitle6es�oallshucN215teel.
M15. AIIlnterlor,norvloatlbeatlngmaeonrywellsoveriT-0"hlgh,shellbesuppoMetlonNlckenedalebaeper
typical delail. Wall vetliral reinforcing shall be p5 @ 48" OC full height Unless noled olherwise.
Mi6. Allwreswi�hreinfo¢ings�eelshallbegmutetlsoliQfullheightofwall.
070002 EXISTING STRUCTURE NOTES
E51. TheactualexistinBSWclureconiigura0on,members¢es,elchasnotbeanfeldvelied.
E52 AllexislingsimcWreintlicatedislorreferenceonly.
ES3. Fleltiverdyaxls�IngslmcWre.Ifexlstingshuduravarlaefmmconfigure�loqshas,ero.hom4rewings,natifyanglnearofrecortlimmatlle�aly.
GENERALNOTES
DESIGN TABLE
Motlel Builtling Cotle'.
Local Builaing Cotle:
Model Code 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
QAllowable Bearing Pressure, qa'.
� Modified Soil Capacity)
silY. V�'.
Minimum Pounaa�ion Bearing �ep�h:
SLAB ON GRA�E
Compacted Fill Thickness:
Compac�ion Specifica�ion'.
SNOW DESIGN CRITERIA
Grountl Snow LwQ Pg'.
Flal Raof Snow Lwd. M
Impo�lanw Fador, Is:
Exposure Factoq Ce:
Thermal Faclor, q:
Warm Slope Faqor, Cs:
WIN� �ESIGN CRITERIA
Ul�ima�e Wintl Speed, VuIC
Desi n Wind 5 eed VASD:
9 P
Endosure Qass:
In�emal Pressure CoeHicien� GC i:
V
SEISMIC DESIGN CRITERIA
Im otlance Fac�or le'.
V
Mappetl Spectral Response, SS:
Mapped Spedral Response, Sf:
5��e��e�:
Desi n S c�ral Res onse, SDS:
9 Pe V
Design Speqral Response, SD1:
Seismic �esign Calegory, S�C:
OversUength Factoq 0:
Seismic Response CoeHicient, CS:
Response Modifma�ion CoeR., R'.
Unfallored �eslgn Bese Shear, V:
Anarysis Pmcetlure�.
Basic SeismioForce-Resisling System:
McCOMAS/
,,
O'DONNELL&
NACCARATO
_ SiRIICTIIRAI ENf,INEERS
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
5 read Wall
�
sooa psr sooa psr
125 pc!
36 in
8 in
100% S�antlartlPrwrorD698
20 psf
20 psf
1.0
1.0 PaNally
1.0 Hea�ea
iD
115 mph
90 m h
P
Endasetl
0.18
1.00
0]8]
0.081
�
0.134
OD92
B
25
OD6]
2
6�%W
ELFA
A. Beanng WaIISys�ems
9. Ortlinary rein�arced masonry shear walls
Gi. Reac�iawantlPoaeslntlica�etla�aun�ecNratl,AllowableShengm�esign(ASD)loetls.
G2. It �rawings and spacifica�ions are In oonillct, Me mos� s�nn9ent reslncNons and requiremen�s shall govera Conlao�orshall bnng all
tllscrepanclas �o �he aVen�lon of ��e anglneer Immetlla�ely.
G3. Venfyallexislingcontlilionspnorloenycons�mc�ionorhbncaOon.IfdMerentManshown,no�i�yengineedemhi�ec�Immetlia�eyPor
modifica�ion of drawings.
Ci4. /1I� C011�1BC�0I8 BIC IBQOIICd 10 CO�IQIIIB�B IhBI! W�Ik W1�h BII QI6CIpII11B6 �0 BVOId COII�IC�6. ThB 31Ch1�CCWIBI� IIIBChBNCB�� BIBC�lICBI BOd
plumbir�q espec�s ere no� In �ha scopa o� �hase drewinge. TharePore, ell reqWratl melenels ena woM mey nol be Intllce�atl. It la tha
wnlactors res onsibilit to coordinale ihese drawin s wlh all olher consVuction doameMs Rafer lo arohitectual d2wtn s for all
P Y A A
dlmenslons nol ehown on ihesa drawinga_ Loca�lone, slzes and numbera o! all openinge may no� be complately Intllcetetl In ihe
sW clual drawings. The respedrve wn�rec�or shall venfy �heirwork wi�h all oMerQsclpllnes.
G6. Theconlrec�documen�sre resenUhesVuctureonl.The donotlndlcate�hemelhodofconslmc�ioaTheconlrac�orshall rovideall
P Y Y P
measuresnecessar lo ro�ecithes�mcWretlurin consWcliort5uchmeasuresshallindudebutnotlimitedtobracin.shorin
Y P 9 9 9.
untlerpinning, e�u �he Engineer of Recortl is natresponsible for �he contractors means, me�hods, techniques, sequences or safety
PIOWG�RS EOIip9 LOOSINLIi00.
G6. Notes and tletails shall take precetlence over general slmcWral notes. Where no tletails or sections are shown, conslmction shall
con�orm lo similar work on �he pmjec�. Typical seclions and tletails may no� be cN on �he plans, bN apply unless no�etl o�herwise.
G]. PmvisionsbrluWreexpansion:
VeNcal: None
Horizon�al: None
WINO COMPONENT 8 CLAOOING PRESSURES
Wall C&C Gross Siren th Wind Pressures
Wall 7yp
Description
ASCE � Figure 30 4-1
Zones *4/*5 24 psf
Zone -4 -23 psf
Zone -5 -30 psf
Parapet C&C Gmss Siren th Wind Pressures
Parape� TyP
Description
ASCE 7 Fi9ure 30.4-2A
Zone 4 63 psf
Zone 5 88 psf
ASCE � Fig�
Zones +1,+2,
2one
2one
Zone
Ne� Deatl Lo
Zones +1,+2,
Zone
Zone
Zone
AS(
do�s� i oe�x
SM1. Motll(ysollbaaringcapacllyusingRemmedAggrege�ePler(RAP)lechnlques.
SM2. Sailshallbemotlifed�oachieve[heminimumallowablebeanngcapacirys�a�etl.
SM3. SeeGrevityColumnReacfionendBrecingColumnReection�ablesbrtlesignreadions.
SM6. RammedAggrega�ePiersshallbedesignedbyapprovedconvacmr.
'���
,
,
PEDCOR DESIGN GROUP LLC
Architec[ure / Pmject Management.
355 City Center Drive
Carmel Indiana 46032
3177057979 (phone)
317.705.7980 (fax)
Engineer:
D�NEY Mc��,
P ,E s o
O �" J✓
_ No _
�, 860325 � _
srnre ov � ;
?s Fs,., .: : G�?:
-,, S��A� �N �.
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BY:
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KEY PLAN
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Developer:
P E D C O R
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DEVELOPMENT CO.
Project:
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CONSTRUCTION
DOCUMENTS
Set Issue Date Sheet Issue Date
03/1312020 03/13I2020
Drawn By: Checked By:
KLS JRH
Last Revision Date:
No. �ate Descnption
� os-zaza aaaenaum t
Project Number:
M/0&N 7080.0004.00
Sheet Title:
GENERALNOTES
& SCHEDULES
Sheet Numbec
����� 1
SteelBearin PlateScheduleNotes�.
9
L Hold beering plate beck VT' Gom fece of welL
2. PlQVIQB (2] ��2"%8" hCB4Cd BOChdl6 �OI RIB84111Y bBBOflf. OfI�B88 fI01Bd 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 ell wras wiM rebarsofid unless solid gmuled wall ls shown.
3. Pmvide laddar typa hor¢ontal reinPomament at 18" o.o., unless noted
olheruise. Side and cross rods shall be 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 schetlule (or adtli�ional bond beams.
Wall Footing Schedule Noles'
1. Reiniorcingclearancealbo�tomandsideso��oolings=3"
2. Use concrele brick of CR51 Class 3, CHCP wire bar suppotls @ 96'.
Notes:
1. Pressure zones are shown in ASCE 1-10.
2. Pressures shown are t/- intemal pressure.
3. Values based on W intl Speed V(UII) = 115 mph
4. (-) Pressure is suc�ion perpentlicular �o surtace.
5. (+) Pressure is perpentlicular to sudace.
6. Zones 2,3 8 5 Dislance, a= 3 ft
Z Slrength Load Faclor = 1 0