HomeMy WebLinkAboutS401 - GENERAL NOTES��
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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DATE: 06�� $�2O
ABBREVIATIONS LIST
na nucHoaaoos oio ouTToour
ABV ABOVE OA OVERALL
ACI AMERICAN CONCRETE INSTITUTEtC ON CENTER
A�D'L ADDITIONAL OD OUTSIDEDIAMETER
ADH ADHESNE OF OUTSI�EFACE
A�J A�JACENT OH OVERHEAD
AE55 ARCHITECTURALLVEXPOSED OPNG OPENING
STRUCTURALSTEEL OPP OPPOSITE
AFF ABOVE FlNISHED FLOOR OPP HD OPPOSITE HAND
AGGR AGGREGATE OSB ORIENTEDSTRANDBOARD
AHU AIR HAN�LING UNIT OSL OUTSTAN�ING LEG
AISC AMERICAN INSTITUTE OF OVS OVERS2E HOLE
STEELCONSTRUCTION PAF POWDERACTUATE�FASTENER
AI51 AMERICAN IRON AND PC PRECAST
STEELINSTITUTE PL PLATE
AWM AWMINUM PLF POUNDSPERLINEARFOOT
ALT ALTERNATE PLVW� PLVW00�
APPROX APPROXIMATE PNL PANEL
ARCH ARCHITECT PROJ PROJECTION
ARCH'L ARCHITECTURAL PSF POUN�SPER SOUAREFOOT
ASTM AMERICAN SOqET1' OF PSI POUNDS PER SQUARE WCH
TESTING MATERIALS PSL PARALLEL STRAN� LUMBER
AWS AMERICANWELDINGSOQETV PT PRESSORETREATE�
L ANGLE PTN PARTITION
BAL BALANCE R RA�IUS
BB BONDBEAM RCC ROUGHCUTCE�AR
B/B BACKTOBACK RO ROOFDRAIN
BC BOTTOM CHOR� REF REFERENCE
B� BOARD REINF REINFORCE��) QNG) (MEN�
BLDG BUILDING RE�'0 RE�UIRED
BLK BLOCK REV REVISION/REVISED
BLW BELOW RO ROUGHOPENING
BM BEAM RRD ROOF RELIEF DRAIN
BOTT BOTTOM RTN RETURN
BP BEARINGPLATE RTU ROOFTOPUNIT
BR�G BRI�GING RW RETAININGWALL
BRG BEARING SCHED SCHEDULE
BRK BRICK SECT SECTION
BS BOTHSI�ES SHT SHEET
BSMT BASEMENT SIM SIMIIAR
BiWN BEiWEEN SJ SAWCUTJOINT
BUC BUILTUPCOLUMN SJI STEELJOISTINSTITUTE
c CAMBER SL SLOPED
GC CENTERTOCENTER SPA SPACE�S)
CANT CANTILEVER SPECS SPECIFlCATIONS
CAIS CAISSON SQ SQUARE
CFS COL� FORME� STEEL SS STAWLESS STEEL
G WNTROLAND/OR SSL SHORTSLOTTEDHOLES
WNSTRUCTIONJOINT SID STANDAR�
CL CENTERLINE STIFF STIFFENERS
CLR CLEAR STL STEEL
CMU CONCRETEMASONRVUNIT STROCT STROCTURAL
COL COLUMN SYMM SYMMETRICAL
COORD COORDINATE T8B TOPANDBOTTOM
COMP COMPACTE� T&G TONGUEANDGROOVE
CONC CONCRETE TB TIEBEAM
CONN CONNECTION TC TOPCHORO
WNST WNSTRUCTION TC% TOPCHOR�EXTENSION
CONT CONTINUOUS TEMP TEMPERATURE
WNTR WNTRACTOR TF TRENCHFOOTING
CTR CENTER THK THICK
CTR'� CEMERED THKS THICKENEDSLAB
DIA DIAMETER THR'D THREADED
DIAG DIAGONAL TL TOTALLOA�
�IM �IMENSION TOP'G TOPPING
DL DEADLOAD TRANS TRANSVERSE
�LT �EEPLEGTRACK TVP TVPICAL
00 oirro uno uN�EssNorEoornERwisE
DN DOWN VERT VERTICAL
DTL DETAIL VIF VERIFVINFIELD
�WG �RAWING w/ WITH
ow� oowe� wo w000
EA EACH WO WIN�OW OPENING (MASONRV)
EE EACHEN� WP WORNINGPOINT
EF EACHFACE W� WEIGHT
EJ EXPANSION JOINT WWF WEL�ED WIRE FABRIC
ENG ENGINEER
ELEV ELEVATION ELEVATIONTOPANDBOTTOMOFUST
ELECT ELECTRICAL
E0� EDGEOFDECK T/ 'ELEVATION,TOPOF"
EOS E�GEOFSLAB B/ "ELEVATION,BOTTOMOF'
Ep EpUAL T/BB TOP OF BON� BEAM
EpUN EpUNALENT TIBM TOP OF BEAM
ES EACH SIDE TICONC TOP OF CONCRETE
EW EACH WAV T/F TOP OF FOOTING
EXIST EXISTING TILDG TOP OF LE�GE
EXP EXPANSION TIMAS TOP OF MASONRV
EXT EXTERIOR T/P TOP OF PIER
Fl FACE OF TISLAB TOP OF SLAB
FD FLOOR �RAIN TISTL TOP OF STEEL
FDN FOUNDATION TNJ TOPOFWALL
FlN FINISH TIGB TOPOFGRA�EBEAM
FLR FLOOR TICAIS TOPOFCAISSON
FLG FLANGE 81PL 80TTOM OF PLATE
FS FARSI�E &F BOTTOM OF FOOTING
FTG FOOTING
GA GAUGE 6PECIALCHARACTERS
GALV GALVANIZE�
GB GRA�EBEAM ° OEGREE
GC GENERALCONTRACTOR + PWSORMINUS
GL GLULAM ELEVATION
GR GRA�E 0 �IAMETER
HC HOLLOWCORE
H� HOLDDOWN
HGT HEIGHT
HI HIGH
HK HOOK
HORIZ HORIZONTAL
HP HIGHPOINT
ns nEnoEosTuo
HSS HOLLOWSTRUCTURALSECTION
I� INSI�EDIAMETER
IF INSI�EFACE
INFO INPoRMATION
INT INTERIOR
INV INVERT
JST JOIST
JT JOINT
K KIP
KO KNOCKOUT
LB POUN�
LDG LEDGE
LG LONG
LL LIVE LOA�
LLH LONGLEGHORIZONTAL
LLV LONGLEGVERTICAL
WTL LINTEL
LSL LONG SLOTfE� HOLES
LONG LONGITU�INAL
LP LOWPOINT
LVL LAMINATE�VENEERLUMBER
MAS MASONRV
MAT'L MATERIAL
MAX MAXIMUM
MBM METALBUILDINGMFR
MGJ MASONRVCONTROLJT
MECH MECHANICAL
MEZZ MEZZANWE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRVOPENING
MOM MOMENT
MSW MASONRVSHEARWALL
MSL MEANSEALEVEL
MTL METAL
NO NUMBER
NS NEARSI�E
NTS NOT TO SCALE
MASONRY AND REINFORCED MASONRY NOTES
Mi. Minimum 20 day wmpressive strengN of concrete masonry units shall be 2800 ps.i. based on nel area of ihe unil.
Speci(etl design compressive sVenglh of masonry shall be fm = 2000 ps.i. All uni�s for ex�erior walls, loatl-beanng
walls antl shear walls shall be normal welght block.
M2. All motlar shall be Type 5(Exceptlo¢ Typa N may be used for masonry venears�. No admixWras may be used
unlesa approved by emhllect/englneec Mortar shall not be usetl for grouting coree or (Illlig bond beeme.
M3. All block shall be laia in a mnning bond pattem.
M0. Coursegroulshallbausedweregrou�inglsrequired.Slumpshallbe8"N�P.MlnlmumgroutcompresslvesVer�qlh
shell be 3000 psJ.
M5. AllrelnforcingshallbeASTMA815Gratle80(Fy=80ks].LepellrelnPorcingaminlmumof48bertlieme�ers,unless
OOIE�' OIh2N/i5B-
M6. Cenler vertical reinforcing in block cores, unless no�etl oNerwise.
M1. Seearehi�ecWraldrawingsan4specifica�ionsPorallcon�mllointloca�ions.Rein�orcinginbondbeamsshallbe
discontinuous al con�rol joinls.
M8. Provldeladtlerlypehotlmntallolntreln�orcementatl6"na514erodeandcroserodsshellbeN9wlre,gdNeMzeQ
see specifica�ions. CW join� reinfo¢emen� al con�ml join�s.
M9. Pmvide"L'barsalallbondbeamcomarsasrequired-
M10. Fill cores o! block solitl with groW lull heighi below ihe beanng ot all beams or lin�els suppotletl on masonry.
M1L Seetypicalschedulesiormawnryendsteellintelsno�indicatetlonplans.
M12 Allmasonryunitsbelowg2deshallbegrouledsolid.
M13 Allcoreewllhreln�orcingsteelshallbegrouledsolldWllhalghlofwall.
051200STRUCTURALSTEELNOTES
SS1. AllsimcWralsteelshallcon(ormtolhe(ollowinq'.
W Shapes ASTM A992, Graae 50.
Angles,Channals,Plaks,Bars ASTMA38(Fy-�6ks)
HSS Tubes ASTM A500, Grada B(Fy=G6 ksi)
HSS Plpes ASTM A500, Greae B(Fy=42 kei)
Anchor Rotls ASTM F1554, Gratle 36
SS2. All steel shall be detailed, (abricatetl and erected in accordance wilh:
AISC 380 "Speclfice�lan Por SWCWreI SRaI Bulldings", Allowebla Slreng�h Design (AS�)
AISC 303 "Code o( Standartl Prac�ice"
SS3. If beam reactlon Is nol indlreled, deslgn connectlon for minlmum 10 k reaction.
$$4 /1��b0IlCdC01111BC�101188h9IIbBR12dBWl�h3/4"dIB111BIB[/i$?Sb�I�BWI�h11W8811dWB9hBI5�00IB650�hBNJI6BIl0�Bd./1II
connetlions shall be shear bearing connedions lightenetl lo snugiigh� mndi�ion, unless o�heiwise no�etl.
SSS. AllshopandfieldweldsshallbemadeusingE]�elecirodesorequivalent.
SS6. AIIM1BBtlBdCOfICIB�BB11C�10lBBhBIIbBASTMA�OB[FY=SOKS1���4"QIBf11CIBl%4"B�1BlWBIdifIf.OfIIB88lIO�BtlO�M1BNJI6B.
SS7. StaelfabricatorshalloblainihesizeandlocalionofallopeningsPorgrllas,louvars,elc.bePoreproceedinAwilhihe
fabrira�ion and ereclion of any reQuired frames.
$$8. PIQVIQBFiBCkRIBfli��i9BI1d.��30ChBfI11B�610�Bf14ChBIlOBI610�311C�10I5B�BIIC�IW11fI6l�YdIBb01lIIB6011lYWBIIB�OII�B88
noled.
SS9. Pmvlde�ampoarybrecingo(ihesWCWreuntllall0eimanentlaleralsupportlslnplece.
SS10. S�mcWreS�ebTily.Theentiremo�entl/w9oortleckingmelarlelsmus[beWllyerectatlenticannec2tl�oNasuppotling
sleel bePo�e Rmporery, arec0on brecing is removed.
SS11. R�=RoolDrainlocapon.Pmvidesteellramefordrains.Seeo�herdrawingsforacWald2intype,number,size.e�c.
Caortllma�e wlth tlreln cantrector.
MDi. Allme�aldeckmalerial,fabAce�lonandlnstalla11on5hellconformtoSteelDecklns�iNle"SDISPECIFICATIONSAND
COMMENTARV" antl "CO�E OF REWMMEN�ED STAN�AR� PRACTICE", Curren� eailion, unless no�ea.
MD2. FASTENINGDECK
1. R f k hall w I in I" I m r d I w I d❑ m wllh 1 pi TEK I la ! t n r nl
0o dec s be ededus g58 da ete pu de eds,36/ pa e ( � 0 sde p ase e u ess
oNerwise shawn in lypicel tleteil or Intllcetatl on tlrewings.
2 Floor deck shall be walded using 314' diemeter puddle welds, 3614 pa�lam unless oMeiwise shown in �ypicel detel
or intlicaletl on drewinqs
MW. PmNaeTS2112k2�12x118tlecksuppotl.0elawaldetl�aJols�orbeeme�ellaeckepenchenges.
MDA. PmvideL3x3v11Adecksuppotla�allcolumnswhererequired,unlessno�ed.
MDS. Provide 20 AauAe �over plate at all roof deck span changes.
M�6. PmviaeL3x3x114a�allunsupporletletlgeso�4eckan4amun4roofperimeter.unlessoNerwiseno�etl.
MD1. All deck shall be pmvidetl in a minimum of 3-span leng�hs where possible.
054000 COLD FORMED STEEL FRAMING NOTES (Delegated Design)
SR. All aold Portned sleel �reming shall be by Speclalty S�mcWrel Enginaer, sae speci�irs�lons.
SF2. AlldesiqnandmnslructionofcoldformedsleelshallcomplywithiheconVacidocumenis,referencedcodes.
s�antlartls, noles, IayoWs antl �he Pollawing American Imn and S�eel Ins�iMe (AISI) tlocumen�s, inclutling all AISI
referencetl dacumenls Iherein:
5100-200] Specilication
5200-200] General Provisions
5201-2007 Pmduct Da�a
$210-2O�I FI00! $ R00� $YSIPRiS
521b20�] Wall SWd �esign
5213-200] La�eral �esign with Supplimen� No. 1
521220�] Header �esign
5214800] Tmss �esign
SF3. Unlessno�edo�herwise,pmvide�hefollowingminimummembersizes.unlesslargersizeorlesserspacingis
required:
TVPE SIZE
Ex�enorWallSWtls 6005162-54
InteriorLwd�BearingSNds 60�51625A
SF4. Allmembersenasys�emsshellconPorm�o�hafollawingmexlmummavemenls:
TVPE LIVE INDE% MAXIMUM
ExtanorWallStuds L/600 1/2"
Interlor WaII51uQs LI299 112"
Ex�anorcan�laveratlparape�s LI300 1l2"
FIOOfVU5525d�dI0i515 LIO� 1"
Raof�mssasand)olets L1300 1 V2"
SF5 The mosl slringen� requiremen�s shall govem in con0ids be�ween speci�ietl codes and slanaartls.
$F6. AIIpfOdpG�55hdIIhBVy�OpM1pdhiAB�4fiG81i0�GOdEWhiGhIdEO�I�IE55iZE,51y1y80d1081BIi311hIGk�C550f28Gh
member.
SA. Allma�erialsshallconformwi�hASTMA1003,sWCWralgrade33ors�mcNralgratle50.
SFB. Cormsion rolectlonlorellmaletlaleshallcom I withA TMA 53Minlmum hol-0I d alvanlzadcoetin wel htlor
P PY 5 6 . PPa 9 9 9
exterlor walle antl all roof maleriels ehell be G90. All other melerlels ehall be G60.
SF9. Pravitle �acto unchoWs in all wall stuas where re uired.
RP 9
SFW. Provides�andardcobrwdingforallproducts.
SF11. PmNae112"ASTMF1554,Gretle38hooketlencharbol�se�ells�aellrecks,u.n.a.Anchorboltepacing=48"OC,u.n.o.
Pmvitle anchor bol� a� 8" �mm �he ends o� all walls, u.n.o.
SF12. Forallnon-Ioatlbearin951uds,pmvidadelladiondiDsisola�inB�hasWd(mm�heprimarysWCNre.
SF13. AIIVackbutllolnleshellbeanchoretltoacommonetmcWrelelemenL
SR4. Honzon�albraaingoiwallslutlsshellbapmvidedet6fee�oncen�armeximum.
SF15. PlaceloislsandlmssesdlredlyoverwallsWds.
SF18. Fesleningofelemen�sehellbesel�drllingscrewsarwelQqqafwKclen�sheloVena�errequlretllaetls.AllwelQqqof
galvanizetl s�eel shall be �ouchea up wi�h zinc-rich paint.
Minimum Ihickness oi malenal !or weldinq is 5A mil.
SFiL Allscrewsshallbenoncormsive,No.12-04orlarger.
SRB. SaeaahlkalualdawingsPorellnon-simc�urels�udrequlrements.
SF19. Allfloorendmolimssesshallhaveaminimum(langewidlhol1518".
SF20. Floor end roof Vues bol�om choras shell be designetl �ar 10 psf tleetl laetl, nol ln eatll�lan lo des�qn loeding.
SF19. Lelarel Porce Resisting Sys�em (LFRS) shall camptywi�h Porces intliceRtl.
$AB8rtV3115 Shdll bBTy,OB II, SIBBI ShBQL Ci00fAip3(B 511E8rvl8115 Wi�l h01A0W05 8011 �iPS 5110W0.
054400 COLD FORMED STEEL TRUSS NOTES
MT�. /1IIIIgh�(fBgQfAI4�OR11Bd6�CB1�CiF$�RIBf11bBf6�0IhI166B66h2IIC�f1�0lR1�O�hB�DIIOWIfI(JIThEBf1�1fBCiF$�III666y6�BRl
shall be dasignad by a Speoial�y S�mdual Enginaer wdh �he following minimum sadions
Web: Minimum 35/8", unpunched
Flenge'. Minimum 1-5/8" wllh V2" relum lip
Gauge�. Minimumt6gaqe
MT2 All cold tormetl steel members shall conlorm to ASTM A653. Grade 50, Class 1 or 2, G90 9alvan¢ed.
MT3. /1II6�BC�6�Od55hBII1110E��hClBQWIBRIBf1�60��hBId�B6�/1I$ISpB4��ICB�10l1.
MT4. ManufacWredsteelmollmssesandmollolsisshallbedaslgnedforthelollowinAloadslnadditiontowindloadlr�q
(seedrewlqqstoredditionalloeds)'.
ropcnomoeaa ispsi
Botlom Chord Dead 10 Dsi
TopChordLive 25psf
Ne�WintlUplif� i5ps�
MTS. AllaonnectorsshallbamanufaNuredbySimpson5�mngTieCompany,unlesso�herwlseeppmvedbyMaComas
Engineerinq. Use Simpson SIH1 Hurticane anchors on each end o( imsses, unless noted.
MTfi. All ezposed �o view boAs, washers antl nWs shall be galvanizetl s�eel.MP. All �msses shall be spacetl a� 24" a.c.,
unless no�etl olheiwise.
MTZ All slandaM, hlp, vallay, sdssor, glMerend olher misc- Wsses and supplemental moilraming not show4 shall be
designetl antl providetl by Ne Wss manufacWrer antl contrac�ac Tmss manWacWrer ana contractor shall be
responsible krMa final W ss layout, wiM �ha appmval of McComas Engineanng_
MTB. AllcebulallonsanddrawingsshallbasubmittedtoMcComasEnglneanngforreviewandappmval,eminimumoftwo
weeks before beginning fabrication. Calcula�ions and tlrawings are to be designetl antl stampetl by an engineer
regislere4ln �he s�ale in whlch Me pmlect is N ba wnslma�ed.
MTO. $Ub�lllltdldldWII�G611105�5h�YvfA�11pIB�C6BC11006,d¢�dil6d�llpl8�6(�f�hBL0�11pIB�CdbUiId10A.
GENERALNOTES
oEsicN rna�E
Motlel Builaing Code:
Local euilding Code:
Model Code Slandard:
S�eel S�andard:
Concrete Standard-
Masonry Stantlard:
Wood Slanaartl�.
Risk Category�.
ExOosure Category:
20121n1ema�ional Builtling Cotle
Intliana Building Code 2016
ASCEI40
AISC 360-00
ACI31811
AQ 530-11
AITC/APNNDS Current Ed.
II Normal Risk
B, Urban 8 Suburban Areas
ROOFLOADS:
Locallon �eetl Llve Snow
Retail Buildings 22 ps� 20 ps� 20 ps� � �rik
SOILS
(��IOWBbIE BBBflll9 PfC66012� qB:
SOIIr.QOSi�Y,�1'.
Fros� �epN:
Caefficient of Fric�ion:
Lateral Eatlh Pressures�.
Active(Ke=0.3fi�'.
A�Jtest(Ko--0.u��.
Passlve(Kp-J-O�'.
SNOW DESIGN CRITERIA
Gmund Snow Load, Pg:
(Unitorm Loatling) 8 min:
Impotlance Fador, Is'.
Exposure Facloq Ce:
Thermal Facloq CC
Warm Slope Factoq Cs'.
WIND �ESIGN CRITERIA
W�imale Wina SpeeQ Vul�'.
�esign Wintl Speed, VASD�.
Endosura Class
Gus� Fador (G):
Intemal Pressure CoeRcient. GCpi:
3,000 psf (Calumn FooM1ngs�, 2,500 psi (Well Footings)
125 PU
30 inches below (nish grade
0.30
38 psf
sa vsi
350 psf
20 psf
20 psf
1.0
1 A Parlially
1 0 Heatetl
1.0
115 mph
90 mph
Endosed
0.85
0.18
SEISMIC DESIGN CRITERIA
Impo�lance Faqor, le: 1D0
Mapped SpecVal Response, 55: 0.14]
Mapped Spechal Response, 51'. 0.082
SiteClass: C
�aslgn Spectrel Responea, 5�5: �.118
�esign Spec[rdl Response, S�i'. 0093
Saismic Design CataAorg SDC�. B
Overetrenglh Feclor, 4: 3D (Reteil BuiltlingsJ
Saismic Response CoeKclant, CS: 0044 (Ra�eil Bulldngs)
ResponseMotlifcallonCce(f.,R_ 3-6�RetalBulding5)
On(aclored Design 8asa Sheaq V_ 44% W(Retail Buildings)
Anetysu Pmcedure: Equivelen� La�eal Porce Anelysls
Basic Saismio-Forca�ResistinA Syslem�. Momenl Resisting Frama Syslams�. Steal Ordinary Momant Famas (Retail Buildings)
G1. ReaaOonsantlPomesindicekderaunfaqoretl,AllowableS�rengMDasign�ASD�loetls.
G2 1ldrawings and spedibations are In conflbt, ihe mwt sltlnBent resttlUions and requlremenls shall govem Contractor shall brinA an
discrepancies to Ihe allention o( �he engineer Immedialely.
G3. Vanfyellaxis�ingconQOonspnorloenyconshuclionorfebncaOonJfQffaren��henshown,notifyanglneedemhi�ect
Immedialely (or motlifcallon o( drawlnqs.
G4_ AllconVaclorsarerequlretllocoordlnetethelrworkwithalltllsclpllnestoavolacon�lcts_ThearchltecWrel,mechanlcel,electtical
and plumbing aspeds are nol in �he scope oi �hese drawings. There�ore. a0 required ma�erials antl work may
not be Indlcated- It Is Ihe conVaclofs responsiblllly to cooNinate ihese dawings with all otharconsWoOon tlocumenis-
Refer lo arcMtecWrel tlrewings (or ell almenelons nol ehown on ihese tlrawings_ Locetlone, elzas end numbers otall openinge
mey not ba campletely Indice�atl in Ihe shudural tlawings. The respedive mn�rec�orshall venfy �heir woM1
wilh all olher disciplines.
G5. Thacanlrect4ocumentsrepreeen�NesVucWreanly.TheytlonollnaicalethemeNaaofcons�mctlon.Theconlrectorehell
pfONdC BII f11C360fB6lICCB66Bfy �0 j1N�BCf pIB 6�NC�02 dOflllg COII6�NC�10l1. SOCh IIIBB6026 611BII IfIC�OdC� bOf
no� limi�ed �q bracing, shon�, underpinning, e�c McComas Engtnaering u not responsble kr the con�actofs means,
meNoas, techniques, sequences or sate�y procedures tluring conslmclion.
GA. Nohsantltleblsshellhkaprecetlanceovergenarelslmdurelno�es.Whareno4e�eilsorsecHonsereshown,conslmcHonshall
conform to slmilarwork on tha profecL Typlcal sections and dalalls may nol be cut on the plans, but apply unlew noted otherwlse.
GI. Provisionsforfu:ureexpansion:
VeRical'. Nane
Horizontal'. None
SSN. ASpecielry5lmcWralEqqlneer(SSE),regleleretllnihestateoftheprolec�,ehellbereeponslbleloriheeVucWral
tleslgn of �he following pmducts entl systems complying wl�h speclfic performance and design criterie intllceted.
1. SlmcWral5leel Connections, exce0� as shown on tlrawings.
AISC Op�ion 2(�etailer�'. Simple shear conneqions.
AISC Option 3(SSE): All othar connections nol showa
2 Coltl-Formetl Sleel CFS imsses, CFS girders, CFS bracing ana acwssories.
4. Coltl-Formetl S�eel CFS wall sWds, CFS floorjois�s antl accessories.
SHALLOW FOUNDATION AND SLAB ON GRADE NOTES
SR. Soil�obertn comadetlantllestetlinecmrtlancewi�h�heracommende�lonsof�hesoiEenlnaerentl
v�d v 9
proled specifiw�ions.
$F2. FOO�III 8 BM1BII bB IBCB4 011 �IIIII ONIIB�ONBQ 601I �I011 BII IIIBBIBd �III_ EII IOBBlBQ FIIII NBI02II 0! B11I�CIBII
9 P 9 9 Y Y
gradetl mixWre of naNral or croshea gravel, croshea s�one, ana naWral or croshea sanQ ASTM D 294q with al Ileast 90
perwnl passing a b112�inch sieve and not more ihan 12 percenl passing a No. 200 sieve.
SF3. Slabsshallbeplacedoncompacled,tree-0reininq(rosl-Ireedreinagecourse. �rainaqeCourse.Narmwtygradetl
muNreo�wesheticrosheas�on orcroshatloruncroshetl revel'ASTMD448'coersae reete ratlin S¢e5]'wl�h
& 9 99 9 9 9
100 percenl passing a 14I2�inch sieve and O l0 5 percen� passing a No. 0 sieve. Ali fJl shall be compacted to a minimum
dry deneily o185% ol Ihe modified Pmclor maxlmum dry density (ASTM-01fi6]). placetl In 6" to 8" lills. Pea grevel may
nol be used as fll. Wl�ly Irenches end exceve�ione untler �he founhd�lons or slebe ehell mael �he seme requdements.5ee
soils inves�igalion repotl for fu�lher recommenda�ions.
SF4. Underculling ol lhe soil lorlounda�ion anNor slab placemen� may be requiretl. These tlrawings tlo not inaicate the
enlire scope o� unaercutling, fill or batl sail removal �ha� may be required �o attain Ihe aesign soil bearing pressures.
I� is �he responslbTily o� �he oon�recbr�o oblain a soils invesbgefion repoM1 bePore bldtling, �o assess �he ax�en� o�
excavellon and compdctlon Ihetmay be raqWred lo meet ihe de5ign criletla. The conireGor shell retein ihe servlces
of a soils enginaer�o mon�lorall beckfilfing opeabons antl �o Inepecl fao�ing baenng ma�enel. A repotl cerlified by �he soils
¢ng10¢Bf Shdll b¢ (�fni511¢d �� �hB dfGh�BGf/B�gl�¢Bf v¢niyiqq �hd� 311 �OOndd�i005 wBlB p13GBd 00 3 Ili3l2ndl W pdbl¢ p�
sustaining Ihe tlesign bearing pressures.
SFS. I� dawetering is requiretl, sumpe shell not be plecatl within Ne founaetion axcevelion.
SF6. Main�ainamavimumslopebe�weenadlacen�foolingbearingeleva�ionso(2horizon�allolvertical.Main�aina2
hoAzonYal m 1 verlical slope nexl lo ezisfing foundelions m avoia untlermining (oundallone.
SR Nohorrzonteljoinlserepami��atlinenyfountla�ian.Vatlicalloin�seraparmi¢eeontylnwallhobngs.
SFB. Thebottomotallfoundafowshallbeaminmumof36"belowfinalgrada-
CAST IN PLACE CONCRETE NOTES fFoundations, Slabs & Wallsl
RCi. Allconcreteshallhevaihefollawing28daycomOresslveslraqglhs'.
STRENGTH LOCATION
3�OOpsLO°/AE Allfoundafionsandlootlr�qs
4�OOpsi-6%AE Eateriorslabs,piers,walls.columns,gratlebeamsanaconcreteexposetl�ofreezing
a000psi-0%AE Inlenorslabs,fllformaWltlackendallolhertn�eriorconcre�a
RC2. All rein�orcing shell caniorm lo the following cone�e�e cover.
COVER LOCATION
3" Fountla�ions 8 Foo�ings'. All sudaces', Ex�erior Slabs'. Bo��om', Grade Beams 8 Trench
Footings-All sudacas; All concrete casl against soil
Y Ezlerior Walls, All Plers 8 All Pilaslers'. All sutlaces', ExteAor Slabs Top; All ezlerior concrele
�1R" Inlenorbeams,columnsBwells:Allsudeces',Allconcre�enolaxposed�owee�herorin
con�ac� wim gmuntl
3/4" InlenorslabsBWalls
RC3.
RC4.
RC5.
RC6.
RC7.
RCB.
RC9.
kC�O.
RC11.
Rc�z.
RC13.
RC14.
RC15.
Welded Wire Fabric (WWF)lorslabs and fill for meta� deok shall be placed in iha uppervihiN of iha slab or fll. See
ae�ails
All reln�orcing s�eel ehell be ae�slletl, euppllea ena placetl In eccoraence wlh ACI 315, AGI 318 end CF51 MSP-0.
All rein�oming s�eel shall be shop fabrica�ea and. where applicable, shall be wired toge�her and wnbrm �o ASTM
A-615, Grade 60.
Chamfer eages of exposetl concre�e 3l4", unless na�etl o�herwise.
Con�aclor shall maie four, 6"A2" ks� cylinders foreach 60 wbic yaNs oi wncre�e pouredior each days opara�ion. Break 1
el ] deys, 2 at 28 tlays and reteln apere.
All welded wlre fabric ehall conform �o ASTM A185, Fy(minJ af 85 ksl. All weldatl wlre febnc laps shell ba 8".
All finished cowre�e. concrete (ormwo�k antl falseworh shall be in acco�tlance wAh Aq 301. ContraRor is soley
responslblelor ihe design and constmclion olell lormwork, falsework and shorlqq.
Pmvltle sleaves Por ell openings In well �aotings, gretle beems or wells �o �otely sepere�e plpe hom concra�a.
Foundations may be earih�formed where ihe encavallon parm7s. 1! aarlh{orming Is usad add 2" to Ihe wid14 length
&IhiGkn¢550(ellloundBtiOnz
PI86�C UBp01 �iBIB14Bll ii$TM E ��45. QB66 i�� II�� IB66 �hBfl �� fllll6 ��.2$ IIIR1) IhICk� 6BB 6pBCI�C2�1�f16. IIICIOQB
manNacNrefs remmmended atlhesive or pressure-sensi�ive join� �ape.
Flber Reln(orcement, I( Indlceted on tlrawings, shell be 100% vlrgln polypropylene In wllaleq (Ibrlllatetl �orm, complying wIN
ASTM C 1116, minimum leng�h o� 314". Minimum tlosage =15 pounds per cubic yartl.
Adhesive Anchors and Adhesives Used for Reinforcing Anchorage�.
1. The adhesive anchor system used tor pos4inslalled anchoroge to concrele shall conlorm lo Ihe
requiremen�s of Ihe mos� recently publishetl ACI 355.4.
2. Atlhesive ancnors intlica�etl are �he Basisof-Design. Appmved equal mee�ing ACI 355 a is permAletl.
3. Bulk-mixetl adhesives are not permilletl.
4. Anchars shell ba supplietl as en anM1re syslem wlh manuhclurefs rewmmende�ions etlheratl �o.
6. Atlhesive ancnors snall be tnstalled by quafified personnel hained �o tns�all atlhestve anchors.
6. Installalion o! adhesive anchors horimnlally or upwardly indlned sM1all be pedormed by personnel
cetli�iea by [he ACVCRSI Atlhesive Anchor Ins�aller Certi�ication program.
7 Adhesive anchors inslalled in horizonlal or upwardly indined onentations shall be conlinously inspeqed
dutlng Installe�lon byan Inspeclor spedalty approved tor ihal purpose_
Bondingagen�forbonding�reshconcre�e�ohartlene4concrele:ASTMC1059ICID59M,Typell, nonredispersible,
acrylic emulsion or styrene butadiene.
PEDCOR DESIGN GROUP LLC
Architec[ure / Pmject Managemenl�.
355 City Center Drive
Carmel Indiana 46032
3177057979 (phone)
3177057980 (fax)
Engineer:
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Set Issue Date Sheet Issue Date
04115/19 04115/19
Drawn By: Checked By:
KLS CRR
Last Revision Date:
No. �ate �escription
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Project Number:
Sheet Title:
GENERALNOTES
Sheet Numbec
���1� 1
MEI 16054