PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0"...

45
NORTH PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAW N BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6" 6" CHK'D BY: PROJECT 1 2 3 4 5 C D B A Scale E 6 1 2 3 4 5 6 EDMONDSON REED ASSOCIATES 1401 S. Denver Ave., Suite B Tel. (918) 884-6007 Tulsa, OK 74119 Fax. (877) 276-1242 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON REED ASSOCIATES. INTERIOR ARCHITECTURE JCJ Architecture 120 Huyshope Avenue Suite 400 Hartford, CT 06106 860 - 247 - 9226 STRUCTURAL ENGINEERING Chavez - Grieves Consulting Engineers, Inc. 4700 Lincoln Road NE Suite 102 Albuquerque, NM 87109 505 - 344 - 4080 MEP ENGINEERING MSA Engineering Consultants 370 E. Windmill Ln. Suite 100 Las Vegas, NV 89123 702 - 896 - 1100 CIVIL ENGINEERING / SURVEYING Native Plains Surveying and Mapping / RK & Associates PLC 5807 S. Garnett Rd. Suite K Tulsa, OK 74146 918 - 234 - 7596 LOW VOLTAGE / THEME LIGHTING M/E Engineering 60 Lakefront Boulevard Suite 320 Buffalo, NY 14202 716 - 845 - 5092 FOOD SERVICES Hesman Group, LLC 7645 E. 63rd St. Suite 201 Tulsa, OK 74133 918 - 935 - 5036 THI S SET IS FOR PRELIMINARY PRICING AND IS NOT FOR CONSTRUCTION 4/4/2018 8:22:52 AM CHEROKEE HARD ROCK CASINO 4 S-000 201704 03/23/2018 J ANDERSON C ROMERO OVERALL ISOMETRIC AND PERSPECTIVE CASINO 4 Pricing Set - 95% SCALE: NTS A1 OVERALL ISOMETRIC SCALE: NTS C3 OVERALL PERSPECTIVE No. Description Date Pricing Set - 95% 04/04/2018

Transcript of PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0"...

Page 1: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:22

:52

AM

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-000

201704

03/23/2018

J ANDERSONC ROMERO

OVERALL ISOMETRIC ANDPERSPECTIVE

CASINO 4

Pricing Set - 95%

SCALE: NTSA1OVERALL ISOMETRIC

SCALE: NTSC3OVERALL PERSPECTIVE

No. Description Date

Pricing Set - 95%04/04/2018

Page 2: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

STRUCTURAL MATERIALS LEGEND

STEEL

CAST-IN-PLACE CONCRETE

LIGHTWEIGHT CONCRETE

PRECAST CONCRETE

COMPACTED EARTH

CMU (IN SECTION)

CMU (IN PLAN)

BAR GRATING

CHECKERED PLATE

MASONRY GROUT

GRATING (IN SECTION)

PLYWOOD (IN SECTION)

RIGID INSULATION

GLULAM

COMPACTED EARTH

STRUCTURAL GRAPHIC SYMBOLS

SECTION CROSS-REFERENCE SYMBOL

EXTERIOR ELEVATION CROSS-REFERENCE SYMBOL

INTERIOR ELEVATION CROSS-REFERENCE SYMBOL

PLAN DETAIL CROSS-REFERENCE SYMBOL

DETAIL CROSS-REFERENCE SYMBOL

DRAWING TITLE SYMBOL

GRAPHIC BAR SCALE SYMBOL

NORTH ARROW SYMBOL

KEYNOTE SYMBOLCONTINUOUS FOOTING MARK SYMBOL

ELEVATION TARGET SYMBOL

MOMENT CONNECTION SYMBOL

MATCH LINE SYMBOL

STRUCTURAL GRID REFERENCE SYMBOL

REVISION INDICATOR SYMBOL

BASE PLATE MARK SYMBOL

A3

S-311

SECTION NUMBER

SHEET SECTION IS DRAWN ON

B5

S-201

ELEVATION NUMBER

SHEET ELEVATION IS DRAWN ON

C4

S-203

ELEVATION NUMBER

SHEET ELEVATION IS DRAWN ON

C4

S-312

DETAIL NUMBER

SHEET DETAIL IS DRAWN ON

AREA TOBE DETAILED

C4

S-312

DETAIL NUMBER

SHEET DETAIL IS DRAWN ON

J7DRAWING TITLE

SCALE: 3/4"=1'-0"

DRAWING TITLE

GRAPHIC BAR SCALE

DRAWING SCALE

DRAWING NUMBER

FIN FLR EL=100'-0"

DESCRIPTION

ELEVATION

MATCH LINE

SEE SHEET XX/S-XXX

STRUCTURAL GRID INDICATOR

STRUCTURAL GRID LINE

1 2

B

A

REVISION AREA

REVISION NUMBER SYMBOL

1

1 BASE PLATE MARK

SPOT FOOTING MARK SYMBOL

1

F1BP1

SPOT FOOTING MARKBASE PLATE MARK

CF1 CONTINUOUS FOOTING MARK

WALL MARK SYMBOL

W1 WALL MARK

16'0 4' 8'

16'0 4' 8'

A/E ARCHITECT/ENGINEERAB ANCHOR BOLTABAN ABANDONABBRV ABBREVIATIONAC ASPHALTIC CONCRETEACI AMERICAN CONCRETE INSTITUTEACP ASPHALTIC CONCRETE PAVINGACR ACROSSACST ACOUSTICAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALADDM ADDENDUMADJ ADJACENT/ADJOININGADMIN ADMINISTRATIONAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFS ABOVE FINISHED SLABAGGR AGGREGATEAHR ANCHORAIA AMERICAN INSTITUTE OF ARCHITECTSAISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTIONAISI AMERICAN IRON AND STEEL INSTITUTEAITC AMERICAN INSTITUTE OF TIMBER

CONSTRUCTIONALNMT ALIGNMENTALT ALTERNATE, ALTERNATIVEALUM ALUMINUMAMT AMOUNTANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA AMERICAN PLYWOOD ASSOCIATIONAPPD APPROVEDAPPROX APPROXIMATEAPPX APPENDIXAR AS REQUIREDARCH ARCHITECTASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASPH ASPHALTASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONSASSN ASSOCIATIONASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALSATCH ATTACHMENTATTN ATTENTIONAWS AMERICAN WELDING SOCIETYAZ AZIMUTHB&F BELL AND FLANGEBAL BALANCEB/B BACK TO BACKBC BOTTOM CHORDBD BOARDBDRY BOUNDARYBEV BEVELBFF BELOW FINISH FLOORBKG BACKINGBKGD BACKGROUNDBLD BUILDBLDG BUILDINGBLK BLOCK/BLOCKINGBLT BUILTBLVD BOULEVARDBLW BELOWBM BEAMBO BOTTOM OFBOS BOTTOM OF STEELBOT BOTTOMB PL BASE PLATEBRCG BRACINGBRDG BRIDGINGBRG BEARINGBRG PL BEARING PLATEBS BOTH SIDESBSMT BASEMENTBT WLD BUTT WELDBTWN BETWEENC CHANNELC/C CENTER TO CENTERCAM CAMBERCAN CANOPYCD CONSTRUCTION DOCUMENTS,

CONTRACT DOCUMENTSCEM CEMENTCHFR CHAMFERCHKD CHECKED/CHECKEREDCI CAST IRONCIP CAST-IN-PLACECJ CONSTRUCTION JOINTCJ CONTRACTION JOINTCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARcm CENTIMETERCMU CONCRETE MASONRY UNITCO COMPANYCOA CITY OF ALBUQUERQUECOL COLUMNCOM COMMONCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUS , CONTINUECONTR CONTRACTORCOORD COORDINATECRSI CONCRETE REINFORCING STEEL INSTITUTECSI CONSTRUCTION SPECIFICATIONS INSTITUTECTR CENTERCTRL CONTROLCU CUBICCU YD CUBIC YARDD DEEP, DEPTHD-B DESIGN-BUILDDAT DATUMDBL DOUBLEDEG DEGREEDEL DELETEDEMO DEMOLITIONDET DETAILDEV DEVELOPMENTDFTG DRAFTINGDIA DIAMETERDIAG DIAGONALDIFF DIFFERENCE, DIFFERENTIALDIM DIMENSIONDIST DISTANCEDIV DIVIDEDJ DOUBLE JOISTDL DEAD LOADDOC DOCUMENTDOUG FIR DOUGLAS FIRDSGN DESIGNDWG DRAWINGDWL/DWLS DOWELSE EAST, MODULUS OF ELASTICITYEA EACHEE EACH ENDEF EACH FACEEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELAST ELASTOMERICELEC ELECTRICELEM ELEMENTARYELEV ELEVATOREMBED EMBEDDED/EMBEDMENTENCL ENCLOSUREENGR ENGINEEREOS EDGE OF SLABEPA ENVIRONMENTAL PROTECTION AGENCYEQ EQUALEQUIP EQUIPMENTEQUIV EQUIVALENTESCAL ESCALATOR

ABBREVIATIONSABBREVIATIONSABBREVIATIONS

ESMT EASEMENTEST ESTIMATEETC ET CETERAEW EACH WAYEX EXAMPLEEXC EXCAVATEEXCL EXCLUDEEXIST EXISTINGEXP EXPANSIONEXT EXTERIORF/F FACE TO FACEFAB FABRICFACIL FACILITYFB FLAT BARFD FLOOR DRAINFDTN FOUNDATIONFF FAR FACEFF EL FINISH FLOOR ELEVATIONFIN GR FINISH GRADEFH FLAT HEADFIN FINISHFIN FLR FINISH FLOORFLG FLANGEFLR FLOORFLR SK FLOOR SINKFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF SLABFOS FACE OF STUDFOW FACE OF WALLFR FRAMEFRMG FRAMINGFS FAR SIDEFSTNR FASTENERFT FOOT / FEETFT/LB FOOT/POUNDFT/LBF FOOT/POUND FORCEFTG FOOTINGFUT FUTUREG GIRDERGA GAGEGALV GALVANIZEDGALV STL GALVANIZED STEELGR BM GRADE BEAMGC GENERAL CONTRACTORGEN GENERALGLU LAM GLUED LAMINATED WOODGLZ GLAZINGGOVT GOVERNMENTGRTG GRATINGGT GROUTH HIGHHAS HEADED ANCHOR STUDHC HOLLOW-COREHCP HANDICAPPEDHD HEAVY DUTYHGR HANGERHLDN HOLDDOWNHORIZ HORIZONTALHS HIGH STRENGTHHSKPG HOUSEKEEPINGHSS HOLLOW STRUCTURAL SECTIONS HST HOISTHT HEIGHTIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERIF INSIDE FACEIFS INSIDE FACE OF STUDIN INCHINCL INCLUDEDINFO INFORMATIONIN-LB INCH-POUNDIN-LBF INCH-POUND FORCEINSTL INSTALLINSUL INSULATIONINT INTERIORIR INSIDE RADIUSk KIPK THOUSANDKB KNEE BRACEKCJ KEYED CONTROL JOINTKIP THOUSAND POUNDSKIP FT THOUSAND FOOT/POUNDSKLF KIPS PER LINEAL FOOTKO KNOCK OUTKOP KNOCK OUT PANELKSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCHL ANGLELAM LAMINATELATL LATERALLBF POUND-FORCELBR LUMBERLBS POUNDLD BRG LOAD BEARINGLF LINEAR FEET (FOOT)LIN LINEARLL LIVE LOADLLBB LONG LEG BACK TO BACKLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALLT GA LIGHT GAGELT WT LIGHT WEIGHTLVR LOUVERLWC LIGHTWEIGHT CONCRETEM MOMENTMAINT MAINTENANCEMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMC MOMENT CONNECTIONMCJ MASONRY CONTROL JOINTMD METAL DECKME MECHANICAL ENGINEERMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMID MIDDLEMIN MINIMUMMISC MISCELLANEOUSML MICRO-LAMINATEDML MONOLITHICMO MASONRY OPENINGMS MACHINE SCREWMSL MEAN SEA LEVELMTL METALN NORTHNA NOT APPLICABLENF NEAR FACENIC NOT IN CONTRACTNM NEW MEXICONO NUMBERNOM NOMINALNS NEAR SIDENTS NOT TO SCALEO/O OUT TO OUTOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOFS OUTSIDE FACE OF STUDOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPT OPTIONALOR OUTSIDE RADIUSPAR PARALLEL, PARAPETPART PARTIALPC PIECE, PORTLAND CEMENTPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOT

PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE

PED PEDESTALPEN PENETRATEPERIM PERIMETERPERP PERPENDICULARPH PHASEPIL PILASTERPL PLATEPLAT PLATFORMPLBG PLUMBINGPLF POUNDS PER LINEAR FOOTPLM PARALLAMPLYWD PLYWOODPOS POSITIONPP PANEL POINTPRCST PRECASTPREFAB PREFABRICATEPRELIM PRELIMINARYPREV PREVIOUSPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POST-TENSIONEDPT CONC POST-TENSIONED CONCRETEPTN PARTITIONPVG PAVINGQTY QUANTITYQUAD QUADRANTR RADIUS, RISERRC REINFORCED CONCRETERD ROAD, ROOF DRAINREC RECESSEDREF REFERENCEREINF REINFORCE/REINFORCEMENTREPL REPLACEREQ REQUIREREQD REQUIREDREV REVISIONRGD INS RIGID INSULATIONRFI REQUEST FOR INFORMATIONRND ROUNDRO ROUGH OPENINGRT RIGHTRVL REVEALS SOUTHSCHEM SCHEMATICSCHED SCHEDULESD SHOP DRAWINGSSDI STEEL DECK INSTITUTESDL SADDLESE STRUCTURAL ENGINEERSECT SECTIONSF SQUARE FEET (FOOT)SHT SHEET, SHAFTSHTHG SHEATHINGSIM SIMILARSJI STEEL JOIST INSTITUTESLNT SEALANTSM SMOOTHSP SUMP PITSPA SPACE/SPACESSPEC SPECIFICATIONSPRT SUPPORTSQ SQUARESQ IN SQUARE INCHSQ YD SQUARE YARDSSPC STRUCTURAL STEEL PAINTING COUNCILST STAIRSSTAG STAGGEREDSTD STANDARDSTIF STIFFENERSTIR STIRRUPSTL STEELSTL LNTL STEEL LINTELSTL JST STEEL JOISTSTL PL STEEL PLATESTL RF DK STEEL ROOF DECKSTR STRINGERSSTRUCT STRUCTURALSUB SUBSTITUTESUF SUFFICIENTSUP SUPPLEMENTARYSUPPL SUPPLEMENTSYM SYMBOLSYMM SYMMETRICALSYS SYSTEMT TREADT&B TOP AND BOTTOMT&G TONGUE AND GROOVETAN TANGENTTB THRU BOLTTEMP TEMPORARYTHD THREADTHK THICKNESSTHRU THROUGHTJI TRUSS JOIST INSTITUTETO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOC FTG TOP OF CONCRETE FOOTINGTOC WALL TOP OF CONCRETE WALLTOF TOP OF FOOTINGTOG TOP OF GRATETOJ TOP OF JOISTTOL TOLERANCETOM TOP OF MASONRYTOP TOP OF PARAPETTOS TOP OF SLABTOS TOP OF STEELTOW TOP OF WALLTRANS TRANSVERSETRNBKL TURNBUCKLETYP TYPICALUBC UNIFORM BUILDING CODEUNO UNLESS NOTED OTHERWISEVAR VARIESVERT VERTICALVIF VERIFY IN FIELDVNR VENEERVR VAPOR RETARDERVRFY VERIFYW WEST, WIDEW/ WITHW/O WITHOUTWBL WOOD BLOCKINGWD WOODWF WIDE FLANGEWF BM WIDE FLANGE BEAMWL WIND LOADWLD WELDEDWM WIRE MESHWP WATERPROOFINGWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHX BRACE CROSS BRACINGXXH DOUBLE EXTRA HEAVYYD YARD

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:22

:53

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-001

201704

03/23/2018

J ANDERSONC ROMERO

ABBREVIATIONS AND LEGEND

CASINO 4

Pricing Set - 95%

GENERAL STRUCTURAL NOTES

No. Description Date

Page 3: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:22

:54

AM

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-002

201704

03/23/2018

J ANDERSONC ROMERO

GENERAL STRUCTURAL NOTES

CASINO 4

Pricing Set - 95%

GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTESCODES AND MANUALS:

IBC-15 INTERNATIONAL BUILDING CODE 2015ASCE/SEI 3-91 STRUCTURAL DESIGN OF COMPOSITE SLABSASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESAISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGSSJI-K-1.1-10 STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, K-SERIESSJI-LH/DLH-1.1-10 STANDARD SPECIFICATION FOR LONGSPAN STEEL JOISTS, LH-SERIES AND DEEP LONGSPAN STEEL JOISTS, DLH-SERIESSDI DIAPHRAGM DESIGN MANUAL, 3RD EDITIONANSI/SDI NC1.0-06 STANDARD FOR NONCOMPOSITE STEEL FLOOR DECKANSI/SDI RD1.0-06 STANDARD FOR STEEL ROOF DECKANSI/SDI C1.0-06 STANDARD FOR COMPOSITE STEEL FLOOR DECKACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEACI 530-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURESACI 530.1-13 SPECIFICATIONS FOR MASONRY STRUCTURESAWS D1.1-04 STRUCTURAL WELDING CODE – STEEL

DESIGN CRITERIA:

VERTICAL:

LIVE LOADOFFICES 50 PSFASSEMBLY AREAS 100 PSFSTORAGE 125 PSFSTAIRS AND EXIT-WAYS* 100 PSF*MINIMUM CONCENTRATED LOAD 300 LBS

ADDITIONAL SUPERIMPOSED LOADSPARTITIONS 15 PSFSUSPENDED EQUIPMENT 10 PSFCONCENTRATED LOAD 2000 LBS(PER IBC 1607.4)

ROOF LIVE LOAD: LR = 20*R1*R2 20 PSFREDUCTION FACTOR BASED ON TRIB AREA R1=1.0

REDUCTION FACTOR BASED ON ROOF SLOPE R2=1.0

SNOW LOADGROUND SNOW LOAD PG=10 PSFFLAT ROOF SNOW LOAD** PF=16 PSFSNOW EXPOSURE FACTOR CE=1.0SNOW LOAD IMPORTANCE FACTOR IS=1.10THERMAL FACTOR CT=1.0**INCLUDES 5 PSF RAIN-ON SNOW SURCHARGE LOAD

HORIZONTAL:

WINDULTIMATE DESIGN WIND SPEED 120 MPHRISK CATEGORY IIIEXPOSURE CINTERNAL PRESSURE COEFFICIENT GCPI=0.18NATURAL FREQUENCY

EAST-WEST 0.833STRUCTURE IS FLEXIBLE

NORTH-SOUTH 1.229STRUCTURE IS RIGID

SEISMICSEISMIC IMPORTANCE FACTOR IS = 1.25

MAPPED SPECTRAL RESPONSE ACCELERATIONSSHORT PERIOD SS=0.131G1 SECOND PERIOD S1=0.071G

SITE CLASS CSPECTRAL RESPONSE COEFFICIENTS

SHORT PERIOD SDS=0.105G1 SECOND PERIOD SD1=0.080GSEISMIC DESIGN CATEGORY B

BASIC SEISMIC FORCE RESISTING SYSTEM:STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

SEISMIC RESPONSE COEFFICIENT CS=0.044RESPONSE MODIFICATION FACTOR R = 3DESIGN BASE SHEAR V = 0.044WANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF

FROST DEPTH = 24 INCHES

FUTURE BUILDING EXPANSION: NONE

DRILLED PIER DESIGN INFORMATION:PIER CAPACITY CRITERIA:

ALLOWABLE END BEARING IN WEATHERED SHALE=20,000 PSFALLOWABLE SKIN FRICTION FOR DOWNWARD LOADS IN WEATHERED SHALE=1,200 PSFALLOWABLE SKIN FRICTION TO RESIST UPLIFT IN WEATHERED SHALE=800 PSFMINIMUM SOCKET INTO WEATHERED SHALE 2 FEET OR ONE PIER DIAMETER, WHICHEVER IS GREATER.ALLOWABLE END BEARING IN SHALE=30,000 PSFALLOWABLE SKIN FRICTION FOR DOWNWARD LOADS IN SHALE=1,800 PSFALLOWABLE SKIN FRICTION TO RESIST UPLIFT IN SHALE=1,200 PSFMINIMUM SOCKET INTO WEATHERED SHALE 3 FEET OR ONE PIER DIAMETER, WHICHEVER IS GREATER.

GENERAL:

STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO THE SHOP DRAWINGS AND FIELD WORK.

COORDINATE DIMENSIONS OF ALL OPENINGS, DEPRESSIONS, BLOCKOUTS, ETC. WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, PROJECT SHOP DRAWINGS, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. THE STRUCTURAL DRAWINGS ONLY REPRESENT A PORTION OF THE REQUIREMENTS FOR THE PROJECT.

SEE ARCHITECTURAL PLANS FOR INTERIOR NON-BEARING PARTITION WALLS. PARTITION FRAMING SHALL BE CONNECTED TO THE PRIMARY STRUCTURE TO ALLOW FOR VERTICAL LIVE LOAD DEFLECTIONS OF SPAN/360 FOR FLOOR FRAMING AND SPAN/240 FOR ROOF FRAMING.

CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.

SHOP DRAWINGS SHALL BE FURNISHED AND REVIEWED BEFORE ANY FABRICATION OR ERECTION IS STARTED. THE CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ARCHITECT FOR REVIEW. POORLY EXECUTED SHOP DRAWINGS WILL BE REJECTED AND SHALL BE RESUBMITTED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION.

TEMPORARY PROVISIONS SHALL BE MADE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION.

NOTCHING OR CUTTING ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED.

THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF FOUNDATIONS UNDER MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED. NO CONCRETE PADS SHALL BE LOCATED ON ROOF UNLESS SHOWN ON THE STRUCTURAL DRAWINGS.

BACKFILL SHALL NOT BE PLACED BEHIND RETAINING WALLS UNTIL CONCRETE HAS ATTAINED 100 PERCENT OF DESIGN STRENGTH.

BACKFILL SHALL NOT BE PLACED BEHIND BASEMENT WALLS UNTIL THE CONCRETE HAS ATTAINED 100 PERCENT OF DESIGN STRENGTH AND THE ELEVATED FLOOR PROVIDING LATERAL SUPPORT AT THE TOP OF THE WALL IS COMPLETELY CONSTRUCTED, OR TEMPORARY BRACING/SHORING OF THE WALL IS PROVIDED. DESIGN OF ANY TEMPORARY WALL BRACING/SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.

REMOVAL OF FORMS AND SHORING SHALL BE IN ACCORDANCE WITH ACI 347. WHERE CONCRETE MUST SUPPORT SUPERIMPOSED LOADS PRIOR TO ATTAINING THE SPECIFIED DESIGN STRENGTH, RESHORE CONCRETE IN ACCORDANCE WITH ACI 347. RESHORING SHALL NOT BE REMOVED SOONER THAN 28 DAYS FROM THE DATE OF POUR OR UNTIL CONCRETE HAS ATTAINED THE SPECIFIED DESIGN STRENGTH.

THE CONTRACTOR SHALL SUBMIT FOR PRIOR APPROVAL THE END OF POUR LOCATIONS FOR CONCRETE GRADE BEAMS, CONCRETE COLUMNS, AND CONCRETE BEAMS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE STANDARDS SET FORTH BY OSHA, INCLUDING THE FOLLOWING REQUIREMENTS FROM STANDARDS - 29 CFR, SECTION 1926,SUBPART R:

A. THE STEEL ERECTION CONTRACTOR SHALL NOT ERECT STEEL UNLESS THEY HAVE RECEIVED WRITTEN NOTIFICATION FROM THE CONTRACTOR THAT THE CONCRETE IN THE FOOTINGS, PIERS AND WALLS OR THE MORTAR IN THE MASONRY PIERS AND WALLS HAS ATTAINED, ON THE BASIS OF AN APPROPRIATE ASTM STANDARD TEST METHOD OF FIELD-CURED SAMPLES, EITHER 75 PERCENT OF THE INTENDED MINIMUM COMPRESSIVE DESIGN STRENGTH OR SUFFICIENT STRENGTH TO SUPPORT THE LOADS IMPOSED DURING STEEL ERECTION.

PROVIDE STRUCTURAL ENGINEER A COPY OF WRITTEN NOTIFICATION WHEN IT IS PROVIDED TO THE STEEL ERECTOR.

B. ANCHOR RODS (ANCHOR BOLTS) SHALL NOT BE REPAIRED, REPLACED OR FIELD-MODIFIED WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER OF RECORD.

PRIOR TO ERECTION OF COLUMNS, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE STEEL ERECTOR IF THERE HAS BEEN ANY REPAIR, REPLACEMENT OR MODIFICATION OF THE ANCHOR RODS (ANCHOR BOLTS).

PROVIDE STRUCTURAL ENGINEER A COPY OF WRITTEN NOTIFICATION WHEN IT IS PROVIDED TO THE STEEL ERECTOR.

C. NO MODIFICATION THAT AFFECTS THE STRENGTH OF A STEEL JOIST OR STEEL JOIST GIRDER SHALL BE MADE WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER OF RECORD.

D. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTIL IMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THE EQUIPMENT OR STRUCTURE, OR SHALL BE IMMEDIATELY COVERED.

PROTECTION: PROPER PRECAUTIONS SHALL BE TAKEN AT ALL TIMES TO PROTECT VEHICULAR AND PEDESTRIAN TRAFFIC FROM ANY DAMAGE OR INJURY WHICH MAY BE CAUSED, EITHER DIRECTLY OR INDIRECTLY, BY THE WORK INCLUDED ON THESE DRAWINGS. SUCH PRECAUTIONS SHALL INCLUDE THE ERECTION AND MAINTENANCE OF FENCES, BARRICADES, RAILINGS, GUARDS, SIGNS, COVERINGS, LIGHTS, AND OTHER PRECAUTIONS AS MAY BE REQUIRED. IF AT ANY TIME, IN THE OPINION OF THE OWNER OR THE OWNER’S REPRESENTATIVE, PROPER PRECAUTIONS ARE NOT BEING TAKEN TO SECURE THIS PROTECTION, THE CONTRACTOR SHALL AT NO ADDITIONAL COST TO THE OWNER, INSTALL AND MAINTAIN SUCH ADDITIONAL PROTECTION AS MAY BE DIRECTED BY THE OWNER.

POLLUTION CONTROLS: USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERING IN THE AIR TO LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

TYPICAL DETAIL SHEETS:

THE S-700 SERIES SHEETS IN THESE DRAWINGS CONTAIN TYPICAL STRUCTURAL DETAILS FOR VARIOUS BUILDING MATERIALS. SOME OF THESE DETAILS MAY NOT BE PART OF THIS PROJECT.

DRAWINGS:

DO NOT SCALE DRAWINGS.

WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED "TYPICAL" APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.

FAST-TRACK/PHASED CONSTRUCTION:

THE STRUCTURAL PORTION OF THIS PROJECT IS BEING DESIGNED, BID, PERMITTED, AND CONSTRUCTED PRIOR TO THE COMPLETION OF ARCHITECTURAL, ENGINEERING, AND OTHER DESIGN TEAM CONSTRUCTION DOCUMENTS. THE OWNER, ARCHITECT, AND CONTRACTOR SHALL BE AWARE THAT THIS ACCELERATED STRUCTURAL SCHEDULE CREATES INHERENT RISK OF FUTURE CHANGES DUE TO DESIGN COORDINATION WITH OTHER DISCIPLINES. WHILE EVERY EFFORT HAS BEEN MADE TO MINIMIZE THESE CHANGES, THE RISK OF ADDED COSTS DUE TO THESE CHANGES SHALL BE UNDERSTOOD AND ACCEPTED BY ALL PARTIES.

DRAWINGS THAT DO NOT HAVE AN ENGINEERING SEAL BY THE STRUCTURAL ENGINEER OF RECORD OR NOT LABELED AS CONSTRUCTION DRAWINGS ARE PRELIMINARY AND SUBJECT TO CHANGE. IF THESE DOCUMENTS ARE BEING USED FOR PRICING, BIDDING, STEEL MILL ORDER, OR PREPARATION OF SHOP DRAWINGS, THE CONTRACTOR SHALL ANTICIPATE FUTURE DRAWING REVISIONS THAT MAY AFFECT THIS WORK OR INCREASE CONSTRUCTION COSTS. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGE ORDER COSTS INCURRED DUE TO THESE DRAWING REVISIONS, AND THE CONTRACTOR SHALL CONSIDER THESE ANTICIPATED COSTS IN ANY BIDS OR PRICE GUARANTEES TO THE OWNER.

USE THE MOST CURRENT SET OF DRAWINGS IN PREPARATION OF ALL SUBMITTALS. ALL SUBMITTALS SHALL LIST THE DATE OF THE DRAWINGS USED TO PREPARE THE SUBMITTAL. SUBMITTALS PREPARED FROM OUTDATED DRAWINGS MAY BE REJECTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING THE LATEST SET OF CONSTRUCTION DRAWINGS AND DISTRIBUTING TO THE APPROPRIATE PARTIES.

CAST-IN-PLACE CONCRETE:

ALL CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL CONCRETE, ACI 301-05.

ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4" CHAMFER UNLESS NOTED OTHERWISE.

NORMALWEIGHT CONCRETE:

A. F'C = 4500 PSI @ 28 DAYS – ALL CONCRETE EXPOSED TO FREEZE/THAW CYCLES AND OCCASIONAL MOISTURE, INCLUDING CONCRETE FLAT WORK, EXPOSED BUILDING STEM WALLS, SITE WALLS, ETC…EXTERIOR CONCRETE SHALL MEET EXPOSURE CATEGORY AND CLASS F1 ACCORDING TO ACI 318 TABLE 19.3.1.1.

B. F'C = 3000 PSI @ 28 DAYS - ALL INTERIOR CONCRETE (I.E. FOOTINGS, PEDESTALS, TIE BEAMS, GRADE BEAMS, RETAINING WALLS, ETC.).

C. F'C = 3000 PSI @ 28 DAYS - ALL INTERIOR SLABS ON GRADE, UNLESS NOTED OTHERWISE.

LIGHTWEIGHT CONCRETE:

A. F'C = 4000 PSI @ 28 DAYS - ALL CONCRETE FILL OVER METAL DECK. MEASURED EQUILIBRIUM DENSITY NOT TO EXCEED = 115 PCF.

FIRE RATED SLABS: COORDINATE AIR CONTENT REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

CONCRETE MIX DESIGNS (INCLUDING AIR CONTENT, WATER TO CEMENT RATIOS, AND OTHER CRITERIA) SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN ACI 318 TABLE 4.3.1, BASED ON THE EXPOSURE CATEGORIES AND CLASSES DEFINED IN ACI 318 TABLE 4.2.1. USE AIR ENTRAINING ADMIXTURE IN ALL EXTERIOR CONCRETE. AIR CONTENT IN FIRE RATED SLABS SHALL ALSO COMPLY WITH THE REQUIREMENTS IN THE SPECIFIED UL LISTING.

COLD WEATHER CONCRETING: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH CAUSED BY FROST, FREEZING OR LOW TEMPERATURES. COMPLY WITH ACI 306.1.

HOT WEATHER CONCRETING: WHEN HOT WEATHER CONDITIONS EXIST THAT WOULD IMPAIR THE QUALITY AND STRENGTH OF THE CONCRETE, REDUCE DELIVERY TIME OF READY MIX CONCRETE, LOWER THE TEMPERATURE OF MATERIALS, OR ADD RETARDER TO ENSURE THAT THE CONCRETE IS PLASTIC. RETEMPERING WITH WATER IS NOT ALLOWED. COMPLY WITH ACI 305R.

THE CONTRACTOR SHALL NOT CAST CONCRETE STEM WALLS OR RETAINING WALLS AGAINST EXCAVATED VERTICAL SOIL SURFACES.

THE CONTRACTOR IS ALLOWED TO CAST FOUNDATIONS AGAINST EXCAVATED SOIL SURFACES, PROVIDED THE FOLLOWING IS ADHERED TO:

A. THE SIDE SLOPES OF THE EXCAVATION SHALL BE ABLE TO MAINTAIN VERTICAL SLOPE WITHOUT SOIL SLOUGHAGE.

B. THE BOTTOM WIDTH OF THE EXCAVATION SHALL BE ONE INCH WIDER MINIMUM ON EACH SIDE THAN THE SPECIFIED FOOTING WIDTH.

C. THE SIDE WALLS OF THE EXCAVATION SHALL BE BATTERED A MINIMUM OF ONE INCH HORIZONTAL TO TWELVE INCHES VERTICAL.

D. IF SANDY OR LOOSE MATERIALS ARE ENCOUNTERED, THE FOOTING MUST BE FORMED.E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY SOIL SLOUGHAGE FROM THE WET

CONCRETE DURING THE CASTING OPERATION.F. THE CONTRACTOR AGREES TO REMOVE AND RECAST ANY FOOTING WHERE THE ABOVE CONDITIONS

ARE NOT MET.

EXPOSED SITE WALLS, RETAINING WALLS, AND STEM WALLS GREATER THAN 30 FEET IN LENGTH SHALL HAVE CONTROL JOINTS INSTALLED AT THE FOLLOWING MAXIMUM SPACING:

12'-0" ON CENTER FOR WALLS 6'-0" MAXIMUM HEIGHT18'-0" ON CENTER FOR WALLS 10'-0" MAXIMUM HEIGHT20'-0" ON CENTER FOR WALLS GREATER THAN 10'-0" IN HEIGHT

ALL CONCRETE EXPOSED TO GROUND SHALL BE MANUFACTURED WITH PORTLAND CEMENT TYPE II OR TYPE V.

SEE SHEET S-711 FOR TYPICAL CONCRETE DETAILS.

DRILLED PIERS:

COMPLY WITH PROVISIONS OF AMERICAN CONCRETE INSTITUTE (ACI) "STANDARD SPECIFICATION FOR CONSTRUCTION OF DRILLED PIERS" (ACI 336.1).

DESIGN CONCRETE MIX IN ACCORDANCE WITH CHAPTER 3 OF ACI 301 TO PRODUCE CONCRETE FOR DRILLED PIERS WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI.

CONCRETE MIX SHALL HAVE AIR-ENTRAINMENT AT POINT OF PLACEMENT HAVING 4% TO 6% AIR CONTENT, A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE A, AND A SLUMP DURING PLACEMENT BETWEEN 4" AND 6".

REINFORCING STEEL AND DOWELS SHALL CONFORM TO ASTM A615, GRADE 60. FABRICATE AND ERECT REINFORCING CAGES IN SHAFTS AS ONE CONTINUOUS UNIT USING INNER RING REINFORCING STEEL. PLACE REINFORCEMENT ACCURATELY AND SYMMETRICALLY ABOUT AXIS OF HOLE AND HOLD SECURELY IN POSITION DURING CONCRETE PLACEMENT.

EXCAVATE HOLES FOR DRILLED PIERS TO DEPTH AS SHOWN ON DRAWINGS. DRILLED PIER DESIGN DIMENSIONS SHOWN ARE MINIMUMS. VERIFY BY INSPECTION AND MEASUREMENT THAT THE EXCAVATIONS ARE OPEN TO DESIGN DEPTH FOR EACH DRILLED PIER. TWO ADDITIONAL PASSES SHALL BE MADE TO CLEAN LOOSE MATERIAL AT BOTTOM OF EXCAVATIONS.

THE OWNER SHALL EMPLOY THE SERVICES OF A REGISTERED, LICENSED GEOTECHNICAL ENGINEER UNDER WHOSE SUPERVISION FULL-TIME INSPECTION OF THE DRILLING AND CASTING OF THE PIERS WILL BE PERFORMED.

THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER AT LEAST 24 HOURS PRIOR TO THE TIME EXCAVATIONS WILL BE DRILLED.

FILL DRILLED PIERS WITH CONCRETE IMMEDIATELY AFTER INSPECTION AND APPROVAL BY GEOTECHNICAL ENGINEER. NO EXCAVATION SHALL STAND OPEN FOR MORE THAN 8 HOURS.

CONCRETE SHALL BE PLACED THROUGH A HOPPER CENTERED IN THE REINFORCING CAGE SO THAT CONCRETE DOES NOT HIT REINFORCING OR SIDES OF HOLE. LET CONCRETE FREE-FALL FOR ENTIRE DEPTH OF SHAFT. PLACE CONCRETE CONTINUOUSLY AND IN A SMOOTH FLOW WITHOUT SEGREGATING. PROVIDE MECHANICAL VIBRATION FOR CONSOLIDATION OF TOP 5' OF EACH SHAFT. PLACE CONCRETE IN-THE-DRY UNLESS PLACING UNDER WATER IS ACCEPTABLE TO ENGINEER OF RECORD.

STOP CONCRETE PLACEMENT AT CUT-OFF ELEVATION SHOWN, SCREED LEVEL, AND APPLY A SCOURED, ROUGH FINISH.

REINFORCING STEEL:

ALL REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14), AND DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315-99).

ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60; EXCEPT STIRRUPS, TIES AND INDICATED FIELD-BENT BARS, WHICH SHALL CONFORM TO ASTM A615 GRADE 40.

ALL WELDED WIRE FABRIC SHALL BE DEFORMED AND SHALL CONFORM TO ASTM A479. PROVIDE IN FLAT SHEETS ONLY.

TENSION AND COMPRESSION LAPS IN REINFORCING SHALL CONFORM TO THE LAP SPLICE SCHEDULE ON SHEET S-601 AND BE IN ACCORDANCE WITH ACI 318, CHAPTER 25, UNLESS NOTED OTHERWISE.

ALL HORIZONTAL REINFORCING IN FOOTINGS, WALLS AND BEAMS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE BENT (CORNER) BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL BARS AND LAP 30 BAR DIAMETERS (24" MINIMUM).

CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"B. CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER:

1. BARS LARGER THAN NO. 5: 2"2. BARS NO. 5 OR SMALLER: 1 1/2"

C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH GROUND:1. COLUMNS, GIRDERS AND BEAMS: 1 1/2"2. STRUCTURAL SLABS, WALLS AND JOISTS (NO. 11 AND SMALLER): 3/4"

D. SLAB ON GRADE: 1 1/2" FROM TOP OF SLABE. STRUCTURAL SLABS ON METAL DECK: 1" FROM TOP OF SLAB

FORM TIES SHALL BE EITHER OF THE THREADED OR SNAP-OFF TYPE SO THAT NO METAL WILL BE LEFT WITHIN 1 INCH OF THE SURFACE OF THE WALL. FOLLOWING REMOVAL OF FORM TIES, RECESSES ARE TO BE CAREFULLY FILLED AND POINTED WITH MORTAR.

REINFORCING SHALL NOT BE TACK WELDED OR WELDED IN ANY MANNER UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL PLANS.

BAR SUPPORTS AND SPACERS FOR REINFORCING SHALL BE PROVIDED IN ACCORDANCE WITH ACI 315-99. REINFORCING SHALL BE SECURELY TIED TO SUPPORTS.

CHAIRS WITH 22 GAGE SAND PLATES OR PRECAST BLOCKS SHALL BE PROVIDED FOR ALL REINFORCING OF CONCRETE IN CONTACT WITH GRADE.

DECK CHAIRS SHALL BE PROVIDED FOR ALL WELDED WIRE FABRIC IN SLABS OVER METAL DECK.

POST INSTALLED ANCHORS:

THE STRUCTURAL DESIGN IS BASED ON THE POST INSTALLED ANCHORING SYSTEMS NOTED BELOW. SINCE ANCHOR CAPACITIES VARY BY MANUFACTURER, THE CONTRACTOR SHALL USE ONLY THE SYSTEMS NOTED BELOW UNLESS AN ALTERNATE IS APPROVED BY THE ENGINEER OF RECORD. ALTERNATE ANCHORING SYSTEMS MAY REQUIRE RE-DESIGN TO VERIFY ANCHOR QUANTITIES, SPACING, AND EMBED DEPTHS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL CONSTRUCTION AND RE-DESIGN COSTS ASSOCIATED WITH THE ALTERNATE ANCHORING SYSTEM.

ALL ADHESIVE (EPOXY) FOR POST INSTALLED ANCHORS AND/OR REBAR INTO CONCRETE SHALL BE SIMPSON SET-XP EPOXY-TIE ANCHORING SYSTEM. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

ALL ADHESIVE (EPOXY) FOR POST INSTALLED ANCHORS AND/OR REBAR INTO GROUT FILLED MASONRY SHALL BE SIMPSON SET EPOXY-TIE ANCHORING SYSTEM. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

ALL ADHESIVE (EPOXY) FOR POST INSTALLED ANCHORS AND/OR REBAR INTO HOLLOW MASONRY AND/OR BRICK SHALL BE SIMPSON SET EPOXY-TIE ANCHORING SYSTEM. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

ALL POST INSTALLED MECHANICAL ANCHORS INTO CONCRETE SHALL BE SIMPSON TITEN HD SCREW ANCHOR. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

ALL POST INSTALLED MECHANICAL ANCHORS INTO GROUT FILLED MASONRY SHALL BE SIMPSON TITEN HD SCREW ANCHORSINSTALLATION SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS.

ANCHOR LENGTHS SHOWN FOR ATTACHMENT TO CONCRETE AND/OR MASONRY ARE REQUIRED EMBEDMENT LENGTHS. THE CONTRACTOR SHALL PROVIDE ANCHORS WITH ADDITIONAL LENGTH TO FACILITATE THE REQUIRED CONNECTION.

SUBMIT ALL PROPOSED ANCHORING SYSTEMS INCLUDING ICC-ES REPORTS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO INSTALLATION. THE ICC–ES FORMS SHALL MEET THE REQUIREMENTS OF THE IBC REFERENCED IN THESE NOTES.

STRUCTURAL AND MISCELLANEOUS STEEL:

ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".

ALL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, GRADE 50, UNLESS NOTED OTHERWISE.

ALL MISCELLANEOUS STEEL MEMBERS, SUCH AS CHANNELS, ANGLES, FLAT BARS, AND PLATES SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

ALL RECTANGULAR AND SQUARE STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI OR ASTM 1085, GRADE B, FY = 50 KSI.

BOLTS SHALL CONFORM TO ASTM A325N TENSION CONTROL BOLTS UNLESS NOTED OTHERWISE, WITH SIZES AS SHOWN ON THE DRAWINGS. WHERE CLEARANCE WITHIN A CONNECTION DOES NOT PERMIT THE USE OF TENSION CONTROL BOLTS, STANDARD A325N BOLTS SHALL BE USED AND INSPECTED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS".

ALL BOLTS SHALL BE INSTALLED IN A SNUG TIGHT CONDITION EXCEPT AT MOMENT CONNECTIONS, BRACED FRAME CONNECTIONS, AND AT CONNECTIONS DETAILED WITH A325SC BOLTS. AT THESE LOCATIONS, THE BOLTS SHALL BE TIGHTENED SO AS TO SHEAR THE SPLINE OFF THE BOLT.

ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE ASTM F1554 GRADE 36 THREADED RODS WITH DOUBLE NUTS. PROVIDE FLAT WASHERS BETWEEN NUTS AND BASEPLATE SURFACES. ANCHOR BOLT LENGTHS SHOWN FOR ATTACHMENT TO CONCRETE AND/OR MASONRY ARE REQUIRED EMBEDMENT LENGTHS. THE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS WITH ADDITIONAL BOLT LENGTH TO FACILITATE THE REQUIRED CONNECTION.

ANCHOR BOLT FLAT WASHERS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 14-2 OF AISC 360, AISC MANUAL OF STEEL CONSTRUCTION LATEST EDITION.

ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST STANDARDS OF THE AWS STRUCTURAL WELDING CODE.

ALL BOLT HOLES THAT ARE REQUIRED TO BE FIELD DRILLED SHALL BE DRILLED WITH A MAG DRILL. FLAME CUTTING OF HOLES OR ENLARGING OF MISALIGNED HOLES WILL NOT BE ALLOWED.

HEADED CONCRETE ANCHORS AND SHEAR CONNECTORS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A108 AND MEET THE MECHANICAL PROPERTIES OF TYPE B, AS REQUIRED BY CHAPTER 7 OF AWS D1.1 "STRUCTURAL WELDING CODE-STEEL", LATEST EDITION. STRUCTURAL STEEL TO RECEIVE SHEAR CONNECTORS SHALL BE FREE OF PAINT. WELDING PREQUALIFICATION REQUIRED.SEE SHEET S-741 FOR TYPICAL STEEL DETAILS.

COMPOSITE FLOORS:

THE METAL DECK FOR COMPOSITE FLOORS SHALL BE UNSHORED UNLESS NOTED OTHERWISE.

THE SHEAR CONNECTORS SHALL BE 3/4" DIAMETER X 3" AT 1 1/2" DEEP DECK AND 3/4" DIAMETER X 4 1/2" AT 3" DEEP DECK UNLESS NOTED OTHERWISE. THE SHEAR CONNECTORS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A108 AND MEET THE MECHANICAL PROPERTIES OF TYPE B, AS REQUIRED BY CHAPTER 7 OF AWS D1.1 "STRUCTURAL WELDING CODE STEEL", LATEST EDITION. STRUCTURAL STEEL TO RECEIVE SHEAR CONNECTIONS SHALL BE FREE OF PAINT. WELDING PREQUALIFICATION REQUIRED.

THE SHEAR CONNECTIONS SHALL NOT BE ADDED UNTIL THE METAL FLOOR DECK IS INSTALLED.

WHERE SHEAR CONNECTIONS AND PUDDLE WELDS COINCIDE, THE SHEAR CONNECTOR MAY REPLACE THE PUDDLE WELD.

CAMBERED BEAMS SHALL HAVE THE CAMBER PUT IN AT 1/3 POINTS OR ALONG A PARABOLIC CURVE.

THE CONTRACTOR SHALL SURVEY THE CAMBER OF THE BEAMS AFTER THE BEAMS HAVE BEEN ERECTED. THE CONTRACTOR SHALL SUBMIT THE SURVEY TO THE ENGINEER FOR REVIEW. THE CONTRACTOR SHALL NOT POUR THE SLAB UNTIL THE ENGINEER HAS REVIEWED AND APPROVED THE BEAM CAMBERS.

CONTRACTOR SHALL SHORE BEAMS WITH A CAMBER MORE THAN 1/2" LOWER THAN SPECIFIED. THE BEAM SHALL BE ALLOWED TO DEFLECT TO LEVEL.

THE CONCRETE FOR THE SLAB SHALL BE POURED AND PLACED TO THE ELEVATION INDICATED ON THE DRAWINGS WHILE MAINTAINING THE MINIMUM THICKNESS. SPREAD CONCRETE OVER AREA OF INFLUENCE TO ROUGH DEPTH IN ORDER TO LOAD BEAMS AND GIRDERS PRIOR TO SETTING SCREED ELEVATIONS.

THE WEIGHT OF THE WET CONCRETE WILL CAUSE DEFLECTIONS OF THE STEEL FRAMING. THEREFORE, CONCRETE OVERRRUNS ARE TO BE ANTICIPATED BY THE CONTRACTOR.

CONTRACTOR SHALL CONTINUOUSLY MONITOR THE THICKNESS AND ELEVATIONS DURING CONCRETE PLACING OPERATIONS.

PROVIDE #4 X 6'-0" AT 12" ON CENTER OVER ALL GIRDERS OF COMPOSITE FLOORS.

PROVIDE #4 X 6'-0" AT 12" ON CENTER OVER SHORED BEAMS THAT ARE NOT ALLOWED TO DEFLECT TO LEVEL.

PROVIDE WELDED WIRE FABRIC AS INDICATED ON DRAWINGS IN FLAT SHEETS ONLY.

PROVIDE DECK CHAIRS FOR ALL WELDED WIRE FABRIC IN SLABS OVER METAL DECK.

STEEL JOISTS:

STEEL JOISTS SHALL BE MANUFACTURED BY A MEMBER OF SJI.

STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS.

NO CONSTRUCTION LOADS OF ANY KIND SHALL BE PLACED ON UNBRIDGED JOISTS.

WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, JOISTS AT OR CLOSEST TO COLUMN LINES SHALL BE FIELD BOLTED TO ADD LATERAL STABILITY DURING CONSTRUCTION.

PROVIDE BRIDGING IN ACCORDANCE WITH THE LATEST EDITION OF THE SJI STANDARD SPECIFICATIONS AND OSHA REQUIREMENTS.

THE STRUCTURAL DRAWINGS ARE NOT STAND ALONE DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS AND WEIGHTS OF ALL MECHANICAL, PLUMBING, ELECTRICAL AND OTHER EQUIPMENT WITH THE APPLICABLE DRAWINGS. THE JOIST SUPPLIER SHALL ACCOUNT FOR THE LOADS IN THEIR DESIGN.

JOIST DEFLECTIONS ARE TO BE DESIGNED PER SJI REQUIREMENTS AND SHALL NOT BE LESS THAN THE FOLLOWING:

L/360 FOR LIVE LOAD AND L/240 FOR DEAD LOAD AND LIVE LOAD WHERE CEILINGS ARE SUPPORTEDL/240 FOR LIVE LOAD AND L/180 FOR DEAD LOAD AND LIVE LOAD WHERE SUSPENDED CEILINGS ARE SUPPORTED OR WHERE CEILINGS DO NOT EXIST

STEEL ROOF JOISTS SHALL BE DESIGNED FOR A NET WIND UPLIFT LOAD OF 5 PSF UNLESS NOTED OTHERWISE.

THE DEAD LOAD OF MISCELLANEOUS ROOFTOP ITEMS, INCLUDING SCREEN WALLS, SKYLIGHTS, FIRE SUPPRESSION SYSTEM, SOLAR PHOTOVOLTAIC SYSTEM, ETC… SHALL BE ACCOUNTED FOR IN THE DESIGN OF THE STEEL ROOF JOISTS. THE CONTRACTOR SHALL COORDINATE THE MISCELLANEOUS LOADS WITH THE STEEL JOIST MANUFACTURER.

JOIST BEARING SEATS SHALL BEAR ON STEEL SUPPORTS AND SHALL BE CONNECTED AS FOLLOWS UNLESS NOTED OTHERWISE:

K/KCS/E: TWO 1/8" x 2 1/2" LONG FILLET WELDSLH02-06 (OR 2 1/2" AND SMALLER TOP CHORD ANGLE LEG): TWO 3/16" x 2 1/2" LONG FILLET WELDSLH/DLH07-17 (OR 3 1/2" AND SMALLER TOP CHORD ANGLE LEG): TWO 1/4" x 2 1/2" LONG FILLET WELDSLH/DLH 18-25 (OR 4" AND LARGER TOP CHORD ANGLE LEG): TWO 1/4" x 4" LONG FILLET WELDS

ALL WELDS SHALL MEET CURRENT MINIMUM SJI REQUIREMENTS

STEEL DECK:

ALL STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE SPECIFICATIONS.

SEE PLANS FOR STEEL DECK TYPE, GAGE, FINISH AND CONNECTIONS.

PROVIDE A MINIMUM OF 1 1/2" BEARING FOR ALL STEEL DECK.

ALL SPLICES AND LAPS SHALL BE A MINIMUM OF 2" IN LENGTH AND SHALL BE LOCATED DIRECTLY ABOVE SUPPORTS.

ALL DECKING SHALL BE CONTINUOUS OVER TWO OR MORE SPANS.

MASONRY:

ALL MASONRY UNITS SHALL COMPLY WITH ASTM C 90 WITH A COMPRESSIVE STRENGTH OF 2000 PSI (NET AREA).

F'M = 1900 PSI

MORTAR SHALL BE TYPE S.

GROUT - F'C = 2000 PSI, MINIMUM.

CELLS CONTAINING REBAR SHALL BE GROUTED SOLID FROM THE BOTTOM TO THE TOP OF THE WALL IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.

ALL CELLS BELOW GRADE SHALL BE GROUTED SOLID UP TO GRADE.

CELLS CONTAINING EXPANSION ANCHORS SHALL BE GROUTED SOLID.

ALL VERTICAL REBAR SHALL BE IN PLACE AND SECURED WITH REBAR POSITIONERS PRIOR TO GROUTING.

COVER FOR REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:

A. MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER: 1 1/2"B. MASONRY FACE EXPOSED TO EARTH OR WEATHER:

1. BARS LARGER THAN NO. 5: 2"2. BARS NO. 5 OR SMALLER: 1 1/2"

UNLESS OTHERWISE NOTED MASONRY CELLS SHALL BE GROUTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (MAXIMUM 5 FOOT GROUT LIFTS).

LAP REBAR 48 BAR DIAMETERS (12" MINIMUM) UNLESS NOTED OTHERWISE.

ALL HORIZONTAL REINFORCING IN BOND BEAMS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE BENT (CORNER) BARS OF THE SAME SIZE AND A LAP AS NOTED ABOVE. VERTICAL STEEL SHALL CONTINUE THROUGH BOND BEAMS.

PROVIDE STANDARD LADDER TYPE JOINT REINFORCING AT 16" ON CENTER (ALTERNATE COURSES) UNLESS NOTED OTHERWISE. USE PREFABRICATED CORNERS AND TEES AT ALL WALL CORNERS AND INTERSECTIONS RESPECTIVELY.

SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING MASONRY COLORS, FINISHES, BOND, ETC. AT ALL EXPOSED MASONRY WALLS.

ALL MASONRY WALL CONFIGURATIONS INCLUDING WALL OPENINGS SHALL BE COORDINATED WITH CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND DRAWINGS FROM ALL OTHER DISCIPLINES.

EXPOSED MASONRY SITE WALLS AND RETAINING WALLS GREATER THAN 16 FEET IN LENGTH SHALL HAVE MASONRY CONTROL JOINTS INSTALLED AT THE FOLLOWING MINIMUM SPACING:

12'-0" ON CENTER FOR WALLS 6'-0" MAXIMUM HEIGHT18'-0" ON CENTER FOR WALLS 10'-0" MAXIMUM HEIGHT20'-0" ON CENTER FOR WALLS GREATER THAN 10'-0" IN HEIGHT

SEE SHEET S-721 FOR TYPICAL MASONRY DETAILS.

GENERAL STRUCTURAL NOTESGLASS CURTAIN WALL SYSTEM:

ALL LATERAL AND GRAVITY SUPPORT FOR THE GLASS CURTAIN WALL SYSTEM SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. SHOP DRAWINGS AND STAMPED CALCULATIONS SHALL BE SUBMITTED FOR APPROVAL BY THE ENGINEER OF RECORD AND THE ARCHITECT PRIOR TO INSTALLATION.

THE ENGINEER STAMPING THE SHOP DRAWINGS SHALL BE REGISTERED IN THE STATE THAT THE PROJECT IS LOCATED.

THE GLASS CURTAIN WALL SYSTEM SHALL BE LATERALLY SUPPORTED AT ALL INTERMEDIATE HORIZONTAL FRAMING MEMBERS AND ROOF LEVEL.

ELEVATORS:

THE STRUCTURE HAS BEEN DESIGNED FOR A OTIS MODEL #HYD-TYP-PR-PN ELEVATOR.

ALL STRUCTURAL SUPPORTS, FLOOR PENETRATION SIZES AND PIT DIMENSIONS HAVE BEEN DESIGNED BASED ON THE ABOVE INFORMATION. SHOULD THE ACTUAL ELEVATOR(S) SELECTED DIFFER FROM THE INFORMATION PROVIDED ABOVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL CONSTRUCTION AND REDESIGN COSTS ASSOCIATED WITH THE ALTERNATE ELEVATOR(S).

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ELEVATOR PIT AND FLOOR PENETRATION LOCATIONS AND DIMENSIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ELEVATOR OVERRUN REQUIREMENTS.

ELEVATOR CAR RAIL AND COUNTERWEIGHT RAIL SUPPORTS SHALL BE PROVIDED BY THE CONTRACTOR AS SHOWN ON SHEET S-561. CAR RAIL AND COUNTERWEIGHT RAIL SUPPORTS SHALL BE PROVIDED AT AND BETWEEN ALL FLOOR LEVELS SERVICED BY THE ELEVATOR, ABOVE THE LAST STOP OF THE ELEVATOR, AND BETWEEN THE BASEMENT AND THE GROUND FLOOR AS REQUIRED BY THE ELEVATOR MANUFACTURER. IF THE ELEVATOR MANUFACTURER REQUIRES RAIL SUPPORTS THAT DIFFER FROM THOSE PROVIDED, THE ELEVATOR MANUFACTURER SHALL BE RESPONSIBLE FOR ADDITIONAL CONSTRUCTION COST AND DESIGN COST.

THE CONTRACTOR SHALL VERIFY THE DESIGN OF THE HOIST/SAFETY BEAM AND CONNECTIONS AS REQUIRED PER THE ELEVATOR MANUFACTURER.

STRUCTURAL ELEMENTS AFFECTED BY THE ELEVATOR LAYOUT SHALL NOT BE FABRICATED PRIOR TO APPROVAL OF ELEVATOR SHOP DRAWINGS.

SPECIAL INSPECTION:

THE OWNER SHALL PROVIDE FOR SERVICES OF A CERTIFIED INSPECTOR (APPROVED BY THE BUILDING OFFICIAL OR THE ENGINEER OF RECORD) IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE SPECIAL INSPECTION ITEMS NOTED ON SHEET S-003.

DEFERRED SUBMITTALS:

THE DEFERRED SUBMITTALS LISTED BELOW ARE THOSE PORTIONS OF THE DESIGN THAT ARE NOT COMPLETED AT THE TIME OF APPLICATION AND ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO THE INSTALLATION OF THOSE ITEMS. THE MANUFACTURER, CONSULTANT, OR CONTRACTOR, AS APPROPRIATE, SHALL PROVIDE SUBMITTALS TO THE ENGINEER OF RECORD FOR REVIEW FOR THE FOLLOWING ITEMS:

COLD-FORMED METAL FRAMINGSTEEL STAIRS

No. Description Date

Page 4: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1. FLOOR DRAIN, SLOPE SLAB TO DRAIN 1/8" PER FOOT. COORDINATE EXACT SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. ELEVATOR SUMP PIT, COORDINATE EXACT SIZE AND LOCATION WITH ELEVATOR MANUFACTURER.

3. NOT USED

4. RECESSED SLAB, COORDINATE EXACT SIZE, LOCATION, AND DEPTH WITH ARCHITECTURAL DRAWINGS.

5. DOWEL PIT WALL REINFORCING 18" INTO GRADE BEAM. PROVIDE STANDARD HOOK.

6. EXISTING FOOTING AND COLUMN TO BE DEMOLISHED IN THIER ENTIRETY. FIELD VERIFY.

7. 6" COLD-FORMED METAL STUD WALLS BY OTHERS AT 36" ON CENTER MAXIMUM.

8. RECESSED SLAB, COORDINATE EXACT SIZE, LOCATION AND DEPTH WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

9. CONCRETE CURB AROUND PIPE DUCT. COORDINATE EXACT SIZE, LOCATION, AND DETAILING WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

10. TRENCH DRAIN, COORDINATE EXACT SIZE AND LOCATION WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

11. HATCHED AREA INDICATES EXTENT OF INSULATED FREEZER SLAB. COORDINATE EXACT SIZE, LOCATION, AND DEPTH WITH FOOD SERVICE DRAWINGS AND FREEZER MANUFACTURER.

12. COORDINATE DIMENSIONS TO STAGE SLAB EDGE WITH ARCHITECTURAL DRAWINGS.

13. HATCHED AREA INDICATES EXENT OF WHEELCHAIR LIFT PIT. COORDINATE EXACT SIZE, LOCATION AND DEPTH OF PIT WITH ARCHITECTURAL DRAWINGS AND WHEELCHAIR LIFT MANUFACTURER.

14. EXTERIOR STAIR OR RAMP. COORDINATE EXACT SIZE, LOCATION, AND DIMENSIONS WITH ARCHITECTURAL AND CIVIL DRAWINGS.

15. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

16. EXISTING STAIRS, COLUMNS AND FOUNDATONS TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION.

17. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE LOCATION WITH ELEVATOR MANUFACTURER.

18. CONCRETE SITE RETAINING WALL. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL AND CIVIL DRAWINGS. SEE RETAINING SCHEDULEFOR ADDITIONAL INFORMATION.

/SEE A4 S-561

/SEE C4 S-711

/SEE C4 S-711

/SEE B4 S-561

/C3 S-602

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. REFERENCE FINISH FLOOR ELEVATION 100'-0" =MEAN SEA FINISH FLOOR ELEVATION. SEE CIVIL DRAWINGS.

3. TOP OF PIER CAP AND TOP OF PIER WITHOUT CAP ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

4. TOP OF GRADE BEAM ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

5. TOP OF TIE BEAM ELEVATION = TOP OF PIER CAP OR GRADE BEAM ELEVATION IT IS CONNECTING TO.

6. GRADE BEAMS SHALL BE DOWELED INTO PIER CAPS.

7. EXTEND TIE BEAM REINFORCING INTO PIER CAPS AND TERMINATE WITH STANDARD HOOKS.

8. PROVIDE COLUMN BLOCKOUTS IN SLAB,

9. NOTE TO CONTRACTOR: ENLARGED SLAB BLOCKOUTS MAY BE REQUIRED AT FRAME COLUMNS FOR BRACED FRAME GUSSET PLATE CLEARANCE.

10. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

11. DIMENSIONS ARE TO THE FACE OF CONCRETE, MASONRY, OR GRID LINE, UNLESS NOTED OTHERWISE.

12. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

13. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

14. PROVIDE SLAB JOINTS AT 15' - 0" ON CENTER MAXIMUM. THE AREA OF THE CONTROL JOINT SHALL NOT EXCEED A 2.1 RATIO. CONTROL JOINTS SHALL BE LOCATED AT COLUMN LINES WHERE THE LAYOUT PERMITS. AT RE-ENTRANT CORNERS THAT DO NOT HAVE CONTROL JOINTS, PROVIDE 2-#4 x 3'-0" DIAGONAL TO THE RE-ENTRANT CORNER.

15. SEE SHEET S-311, S-312 FOR TYPICAL FOUNDATION SECTIONS AND DETAILS.

16. SEE SHEETS S-711 THRU S-741 FOR TYPICAL DETAILS.

17. SEE SHEET S-601 AND S-602 FOR SCHEDULES.

/SEE C5 S-711

/SEE D1 S-311

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EXISTING CASINO

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

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EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

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03/23/2018

J ANDERSONC ROMERO

FOUNDATION LEVEL DEMO PLAN -AREA 2

CASINO 4

Pricing Set - 95%

GENERAL SHEET NOTES

SHEET KEYNOTE

SCALE: 1/8" = 1'-0"A1FOUNDATION PLAN - AREA 2

No. Description Date

Page 5: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL DETAILS, , AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

4. EXISTING STAIRS, COLUMNS AND FRAMING TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION.

5. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

6. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.SEE , , AND

/SEE B2 S-741 /C2 S-741 /D2 S-741

/B2 S-561 /A2 S-561 /D3 S-561

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, OR GIRD LINE, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

7. BEAMS ARE SPACED EQUALLY BETWEEN SUPPORTS AS SHOWN, UNLESS NOTED OTHERWISE.

8. SEE SHEET S-321 FOR TYPICAL FLOOR FRAMING SECTIONS.

9. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

10. SEE SHEET S-501 THRU S-561 FOR TYPICAL FRAMING DETAILS.

11. SEE SHEET S-601 AND S-602 FOR SCHEDULES.

12. CONTRACTOR TO COORDINATE ALL CELLULAR DECK TRENCHES AND ACTIVATION POINT WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS.

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4

5

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NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:19

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

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SD-122

201704

03/23/2018

J ANDERSONC ROMERO

MEZZANINE LEVEL DEMO PLAN - AREA2

CASINO 4

Pricing Set - 95%

GENERAL SHEET NOTES

SHEET KEYNOTE

SCALE: 1/8" = 1'-0"A1LOW ROOF FRAMING PLAN - AREA 2

No. Description Date

Page 6: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. JOISTS ARE SPACED EQUALLY BETWEEN SUPPORTS, AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

7. PROVIDE JOIST BRIDGING PER THE 42ND EDITION OF THE SJI SPECIFICATIONS AND OSHA REQUIREMENTS.

8. STEEL JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND ROOF JOIST GIRDERS SUPPORTING MECHANICAL UNITS FOR 1.2x MECHANICAL UNIT WEIGHTS SHOWN. USE [_] PSF DEAD LOAD AND [_] PSF LIVE LOAD UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL LOADS. NOTIFY STEEL JOIST MANUFACTURER OF ANY DISCREPANCIES.

9. CONTRACTOR SHALL COORDINATE ALL STEEL JOIST SEAT DEPTHS WITH STEEL JOIST FABRICATOR. ALL BEARING ELEVATIONS SHOWN ON PLANS, ARE TO TOP OF JOISTS (DECK BEARING) AND DO NOT INCORPORATE THE DEPTH OF THE JOIST SEATS.

10. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

11. SEE SHEET S-331 FOR TYPICAL ROOF FRAMING SECTIONS.

12. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

13. SEE SHEET S-501 THRU S-561 FOR FRAMING DETAILS.

14. SEE SHEET S-601 FOR SCHEDULES.

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL FRAMING, AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. JOIST MANUFACTURER TO DESIGN JOISTS/JOIST GIRDER FOR AN ADDITIONAL 1,800 POUND POINT LOAD DUE TO OPERABLE WALL PARTITION AT EACH HANGER LOCATION (±48" ON CENTER AS SHOWN ON PLAN). TOTAL LIVE LOAD DEFLECTION (INCLUDING OPERABLE WALL LOADING) SHALL NOT EXCEED L/600. INDICATE DESIGNED ATTACHMENT POINTS ON BOTTOM CHORD OF JOIST GIRDER.

4. FUTURE OPERABLE PARTITION BELOW. JOIST MANUFACTURER TO DESIGN FOR FUTURE LOADS SHOWN IN KEYNOTE 3.

5. HYDRONIC PIPING - SEE MECHANICAL AND PLUMBING DRAWINGS FOR MORE INFORMATION. STRUCTURE HAS BEEN DESIGNED TO SUPPORT HYDRONIC PIPING ONLY IN THE LOCATIONS SHOWN. HYDRONIC PIPES SHALL NOT BE LOCATED ELSEWHERE UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. JOIST MANUFACTURER TO DESIGN FOR 1.2x THE LOAD INDICATED ON PLAN (UNFACTORED DEAD LOAD). LOADS SHOWN ON PLAN IS THE TOTAL WEIGHT OF THE PIPE GROUP. WHERE NO LOAD IS SHOWN, THE LOAD IS ACCOUNTED FOR IN THE ROOF DEAD LOAD. UNLESS NOTED OTHERWISE WITH THE JOIST MANUFACTURER, CONTRACTOR SHALL ATTACH PIPES TO EACH ROOF JOIST PERPENDICULAR TO PIPES, AND TO JOISTS PARALLEL TO THE PIPES AT 7' - 6" ON CENTER.

6. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

7. C8x11.5 UNDER MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

8. HSS6x6x1/2 MEDIA MESH SCREEN SUPPORT. COORDINATE EXACT LOCATION AND COUNT OF POSTS WITH SCREEN MANUFACTURER'S REQUIREMENTS. FINAL DESIGN TO BE COORDINATED WITH FINAL SCREEN CUT SHEETS.

9. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

10. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.

/SEE C5 S-501

/SEE B1 S-741 /A1 S-741

/SEE C2 S-561

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9

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:22

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

SD-142

201704

03/23/2018

J ANDERSONC ROMERO

HIGH ROOF DEMO PLAN - AREA 2

CASINO 4

Pricing Set - 95%

GENERAL SHEET NOTES

SHEET KEYNOTE

SCALE: 1/8" = 1'-0"A1UPPER ROOF DEMO PLAN - AREA 2

No. Description Date

Page 7: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

UP UP

DN

1'

1'

2 3 4 5

5

8 11

11

14

14

15

15

16

16

17

17

18

18

19

19

21

21

AA

E

J

K

M

N

T

U

D'

E'

E'

8'

D

H

9

9

7

7

A'

6'

B'

5'

4'

2'

Q

RS

7'

6 10 12

12

G

F

B

C

3'

C'

22

13

13

L

P

20

Ve4

e5

e6

e7

e7.1

e7.8

e8

eB1

eB1

eB2

eB3

eB

eB

eC

eC

eD

eE

eE.5

eE.8 eF eG eH eJ eJ.1

eJ.2

eJ.3

e6.4

eBB.3

eBB.3

10.5

A.02A.02

4.8

4.8

4.2

4.2

A.01A.01

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:22

:57

AM

1/16" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-110

201704

03/23/2018

J ANDERSONC ROMERO

OVERALL FOUNDATION PLAN

CASINO 4

Pricing Set - 95%

SCALE: 1/16" = 1'-0"A1OVERALL FOUNDATION PLAN

No. Description Date

Page 8: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

DN

DN DN

DN

14

14

15

15

16

16

17

17

18

18

19

19

21

21

A

E

J

K

M

N

T

U

8'

8'

Q

S-203

A3

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

12/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

12

C3

S-301

A2

S-301

C2

S-301

A1

S-301

C1

S-301

A5

S-302

C5

S-302

A4

S-302

C4

S-302

A3

S-302

A2

S-302

A1

S-302

C1

S-302

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8" 29' - 11 15/16"

2' - 10 3/4"

1' - 1 5/16" 18' - 11"

14' -

10"

4' -

0 1

/8"

23' -

0 7

/8"

3' -

0 1

/4"

2' -

11

3/4"

11' -

7 1

/4"

15' -

1"

4' -

2 3

/4"

30' -

0"

30' -

0"

29' -

11

7/8"

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8" 29' - 11 15/16" 4' - 0 1/16"

S-201

B3

S-201

C1

S-201

D3

S-201

A5

S-201

D5

S-203

A4

22

B1

S-312

C5

S-312

C5

S-312

C5

S-312

W18x71W18x60 W16x45

W10x45

W14x43

W14x43

W14x43HSS10x10x5/16HSS10x10x3/8

HSS10x10x1/2

W14x61HSS14x14x3/8

W10x49HSS14x14x3/8

HSS12x12x1/2

HSS12x12x1/2

HSS10x10x1/4

HSS12x12x1/2

W14x43W10x33W10x39

W14x82

HSS14x14x3/8 HSS12x12x1/2

HSS8x8x1/4

HSS12x12x1/2

HSS12x12x1/2

W14x43

HSS12x12x1/2

HSS12x12x1/2

P16

BP21

P16

BP12 P8

BP9

P16

BP2P8

BP4

P15

BP4

P8

BP4

P5

BP4P11

BP4

P4

BP4

P8

BP9

P13

BP10

P8

BP2

P13

BP10

P12

BP11

P13

BP11

P8

P8

BP16P8

BP2

P8

BP2

P13

BP4

P13

BP8

P1

P20

P20

---

GB

2

GB

2

GB2

P7

P7

C5

S-312

1' -

2 5

/8"

1' - 2 5/8"

1' -

2 5

/8"

1' - 4 5/8"

1' - 2 5/8"

1' -

2 5

/8"

L

P

20

V

TOPC= 96' - 6"

W1

W1 W1

W1

W1

W1

W1

W1

W1

W1W1W1W1

TOPC= 94' - 6"GB3

GB1 GB1

TOPC= 94' - 6"TOPC= 94' - 6"

TOPC= 94' - 6"

GB3 GB2

TOPC= 94' - 6"

GB

2

GB

1

TOPC= 96' - 6"

TOPC= 96' - 6"

TOPC= 96' - 6"

P1

BP3TOPC= 96' - 6"

TOPC= 96' - 6"

TOPC= 96' - 8"

TOPC= 96' - 8"

TOPC= 96' - 8"

TOPC= 96' - 8"

TOPC= 96' - 6"

TOPC= 96' - 6"

GB3GB1GB3 GB1

TOPC= 96' - 6"

TOPC= 96' - 6" TOPC= 96' - 6"

TOPC= 92' - 6"

TOPC= 96' - 6"

TIE BEAM (SLOPED)

TIE BEAM

TIE

BE

AM

TIE

BE

AM

A3

S-312

8' - 0"

SS

TO

GB

= 98

' - 6

"

TO

GB

= 94

' - 6

"

B1

S-311

6' -

0"

TOGB= 96' - 6"

TOGB= 94' - 0"SS

W1

6' - 0"S

ST

OG

B=

96' -

6"

TO

GB

= 92

' - 6

"

6' -

0"

S STOGB= 96' - 6"

TOGB= 92' - 6"

TOPC= 96' - 6"

B3

S-312

B3

S-312

D4

D6.2

5

7

FIN FLR EL= 103' - 0"

A2

S-312

B2

S-312

B2

S-312

B2

S-312

B2

S-312

CF

72

W3

CF72

CF

72

CF

80

CF72

W3W3

W3

W3

W3

CF

72

W3CF80

W3

CF72

TOPC= 91' - 6"

TOPC= 91' - 6"

B5

S-561

W3

W3

CF

72

TOF EL= 91' - 6"

TOF EL= 91' - 6"

TOF EL= 91' - 6"

TOF EL= 91' - 6"

TOF EL= 91' - 6"

TOF EL= 91' - 6"

B5

S-561

A1

S-304

D5

S-312

D5

S-312

HSS6x4x1/4POST

HSS6x4x1/4POST

FIN FLR EL= 100' - 0"

FIN FLR EL= 100' - 0"

FIN FLR EL= 100' - 0"

SG5

SG5

SG5

SG5

SG5

SG5

SG5

8

9

9

FIN FLR EL= 98' - 0"

FIN FLR EL= 98' - 0"

FIN FLR EL= 98' - 0"

C3

S-312

C3

S-312

W2

W2

W2

W2

GB

3

GB3

GB

3

GB3

TOPC= 96' - 8"

P7TOPC= 96' - 8"

W2

GB

3

W2 GB3

W2

GB

3

P7

TOPC= 96' - 8"

P7

TOPC= 96' - 8"

C3

S-312

C1

S-312

A4

S-311

TYP

B4

S-311

TYP

S-203

A2

S-203

A5

BP18

14

14

14

14

W3CF72

W3

CF

72

13

B5

S-561

11 3/16" 38' - 4 1/16" 11' - 4 3/4"

9 5/

8"

51' -

3"

GB1

GB

2

S-401

A1BELOW

W16x36 (18)

W16x36 (18)

W16x36 (18)

W3CF42

W3

CF

42

W3

CF42

FIN FLR EL= 105' - 0"

14

A.02A.02

A.01A.01

FIN FLR EL= 98' - 0"

HSS12x12x1/2

HSS12x12x1/2

HSS12x12x1/2

D1

S-312

SIM

P7

HSS12x12x1/2

P7HSS12x12x1/218

18

18

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. REFERENCE FINISH FLOOR ELEVATION 100'-0" =MEAN SEA FINISH FLOOR ELEVATION. SEE CIVIL DRAWINGS.

3. TOP OF PIER CAP AND TOP OF PIER WITHOUT CAP ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

4. TOP OF GRADE BEAM ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

5. TOP OF TIE BEAM ELEVATION = TOP OF PIER CAP OR GRADE BEAM ELEVATION IT IS CONNECTING TO.

6. GRADE BEAMS SHALL BE DOWELED INTO PIER CAPS.

7. EXTEND TIE BEAM REINFORCING INTO PIER CAPS AND TERMINATE WITH STANDARD HOOKS.

8. PROVIDE COLUMN BLOCKOUTS IN SLAB,

9. NOTE TO CONTRACTOR: ENLARGED SLAB BLOCKOUTS MAY BE REQUIRED AT FRAME COLUMNS FOR BRACED FRAME GUSSET PLATE CLEARANCE.

10. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

11. DIMENSIONS ARE TO THE FACE OF CONCRETE, MASONRY, OR GRID LINE, UNLESS NOTED OTHERWISE.

12. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

13. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

14. PROVIDE SLAB JOINTS AT 15' - 0" ON CENTER MAXIMUM. THE AREA OF THE CONTROL JOINT SHALL NOT EXCEED A 2.1 RATIO. CONTROL JOINTS SHALL BE LOCATED AT COLUMN LINES WHERE THE LAYOUT PERMITS. AT RE-ENTRANT CORNERS THAT DO NOT HAVE CONTROL JOINTS, PROVIDE 2-#4 x 3'-0" DIAGONAL TO THE RE-ENTRANT CORNER.

15. SEE SHEET S-311, S-312 FOR TYPICAL FOUNDATION SECTIONS AND DETAILS.

16. SEE SHEETS S-711 THRU S-741 FOR TYPICAL DETAILS.

17. SEE SHEET S-601 AND S-602 FOR SCHEDULES.

/SEE C5 S-711

/SEE D1 S-311

1. FLOOR DRAIN, SLOPE SLAB TO DRAIN 1/8" PER FOOT. COORDINATE EXACT SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. ELEVATOR SUMP PIT, COORDINATE EXACT SIZE AND LOCATION WITH ELEVATOR MANUFACTURER.

3. NOT USED

4. RECESSED SLAB, COORDINATE EXACT SIZE, LOCATION, AND DEPTH WITH ARCHITECTURAL DRAWINGS.

5. DOWEL PIT WALL REINFORCING 18" INTO GRADE BEAM. PROVIDE STANDARD HOOK.

6. EXISTING FOOTING AND COLUMN TO BE DEMOLISHED IN THIER ENTIRETY. FIELD VERIFY.

7. 6" COLD-FORMED METAL STUD WALLS BY OTHERS AT 36" ON CENTER MAXIMUM.

8. RECESSED SLAB, COORDINATE EXACT SIZE, LOCATION AND DEPTH WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

9. CONCRETE CURB AROUND PIPE DUCT. COORDINATE EXACT SIZE, LOCATION, AND DETAILING WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

10. TRENCH DRAIN, COORDINATE EXACT SIZE AND LOCATION WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

11. HATCHED AREA INDICATES EXTENT OF INSULATED FREEZER SLAB. COORDINATE EXACT SIZE, LOCATION, AND DEPTH WITH FOOD SERVICE DRAWINGS AND FREEZER MANUFACTURER.

12. COORDINATE DIMENSIONS TO STAGE SLAB EDGE WITH ARCHITECTURAL DRAWINGS.

13. HATCHED AREA INDICATES EXENT OF WHEELCHAIR LIFT PIT. COORDINATE EXACT SIZE, LOCATION AND DEPTH OF PIT WITH ARCHITECTURAL DRAWINGS AND WHEELCHAIR LIFT MANUFACTURER.

14. EXTERIOR STAIR OR RAMP. COORDINATE EXACT SIZE, LOCATION, AND DIMENSIONS WITH ARCHITECTURAL AND CIVIL DRAWINGS.

15. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

16. EXISTING STAIRS, COLUMNS AND FOUNDATONS TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION.

17. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE LOCATION WITH ELEVATOR MANUFACTURER.

18. CONCRETE SITE RETAINING WALL. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL AND CIVIL DRAWINGS. SEE RETAINING SCHEDULEFOR ADDITIONAL INFORMATION.

/SEE A4 S-561

/SEE C4 S-711

/SEE C4 S-711

/SEE B4 S-561

/C3 S-602

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:01

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-111

201704

03/23/2018

J ANDERSONC ROMERO

FOUNDATION PLAN - AREA 1

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1FOUNDATION PLAN - AREA 1

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 9: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

DN

1'

2 3 4 5

5

8 11

11

14

14

A

E

J

K

T

D'

E'

8'

8'

D

H

9

9

7

7

A'

6'

B'

5'

4'

R

S

7'

6 10 12

12

G

F

B

C

C'

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

11/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

11

A5

S-301

C5

S-301

A4

S-301

C4

S-301

A3

S-301

A5

S-303

C5

S-303

A4

S-303

C4

S-303

A3

S-303

C3

S-303

A2

S-303

C2

S-303

A1

S-303

C1

S-303

A5

S-304

S-201

B5

S-201

C5

S-201

A4

S-201

B4

S-201

C4

23' - 0" 31' - 8" 28' - 4" 13' - 3 3/4"

3' - 11 3/4"

15' - 7"

1' - 7 1/4"

4' - 4 1/2" 12' - 8 3/4" 16' - 0" 17' - 10 1/2" 5' - 2 1/2" 16' - 11 1/8"

3' -

0"

2' -

1 1

/2"

54' -

10

3/8"

30' -

0"

9' -

4 3

/4"

8' -

6 1

/4"

7' -

10

1/2"

4' -

2 1

/2"

3' -

8"

11' -

4"

5' -

1 3

/4"

9' -

10

1/8"

17' - 3 1/2" 17' - 2 1/4" 33' - 1 1/4" 17' - 10 1/2" 5' - 2 1/2" 16' - 11 1/8"

8' - 1 1/4"

20' - 4 3/4"

44' - 11 1/2"

25' - 9 1/2"

21' - 7 1/2"

19' - 7 1/2"

10' -

1 3

/4"

12' -

1"

30' -

0"

20' -

5"

B1

S-312

C5

S-312

C5

S-312

C5

S-312

C5

S-312

C5

S-312C5

S-312

W18x71

HSS10x10x1/2

W14x82

P16

BP21

P4

BP4

P13

BP4

W10x39

W12x45

W12x45

W12x45W12x45

W10x45 W10x45

HSS8x8x1/4

HSS10x10x1/2HSS10x10x5/16

HSS10x10x5/16

HSS8x8x5/16

HSS14x14x5/16 HSS10x10x5/16

HSS10x10x1/2

HSS6x6x1/4

W14x53W14x74

W12x40

HSS14x14x1/2HSS14x14x1/2

HSS14x14x5/16

HSS10x10x5/16

HSS8x8x1/4

HSS8x8x1/4

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS8x8x5/16

HSS10x10x1/4

HSS10x10x5/16

W14x68

W14x43

HSS10x10x3/8

HSS12x12x5/16

HSS10x10x5/16

HSS10x10x5/16

P21

BP2 P7

BP18

P16

BP18

P10

BP19P17

BP18

P8

BP5

P16

BP5

P2

BP4

P1

BP1

P15

BP14

P5

BP4

P5

BP4

P18

BP17

P13

BP8

P13

BP6P14

BP14

P1

BP1

P8

BP9

P9

BP9

P9

BP18

P6

BP8

P5

BP8

P5

BP4

P1

BP3

P1

BP1

P1

BP1

P21

BP3

P3

BP4

P13

BP4

P10

BP4

P19

BP16

P1

BP3

P20

BP3

P10

BP4

P8

BP9

P1

BP4

P7

BP7P1

BP3

GB1

GB2

GB1

GB

1

1' -

2 5/

8"

1' -

2 5

/8"

13

13

1' - 5 1/16"6' - 4"

1' - 1 3/16"

6' - 4"

e5

e6

e7

e7.1

e7.8

e8

eB1

eB2

eB3

eB

eC

eD

eE

eE.5

eE.8 eF

eG eH

eJ

eJ.1

eJ.2 eJ.3

e6.4

eBB.3

TOPC= 96' - 6"

TOPC= 98' - 6"

TOPC= 98' - 6"

TOPC= 98' - 6"

TOPC= 96' - 6"

TOPC= 98' - 6"

TOPC= 96' - 6"

TOPC= 98' - 6"

TOPC= 96' - 6"

TOPC= 96' - 6"

TOPC= 96' - 8"

TOPC= 96' - 6"

TOPC= 98' - 8"

TOPC= 98' - 8"

TOPC= 96' - 8"

TOPC= 96' - 6"

TOPC= 96' - 6"

TOPC= 96' - 6"

W1

W1W1W1

W1W1

W1

W1

W1

W1

W1

TOPC= 96' - 6"

TOPC= 96' - 6"

TOPC= 96' - 6"

W1

8' - 0"

S

S

TO

GB

= 98

' - 6

"

TO

GB

= 96

' - 6

"

GB2

W1

TIE

BE

AM

(S

LOP

ED

)

TIE BEAM (SLOPED)

TIE BEAM

TIE BEAM

TIE

BE

AM

TIE BEAM

GB3GB2GB2GB2GB2

1' -

8"

W1

W1

W1

W1

B3

S-312B3

S-312

B3

S-312

D6.2

5

S-201

A3

C2

S-312C2

S-312

B3

S-312

10.5

TIE

BE

AM

TIE BEAM

S-201

D4

SG5

SG5

SG5

FIN FLR EL= 100' - 0"

SG5

FIN FLR EL= 100' - 0"

SG5

FIN FLR EL= 100' - 0"

SG5

FIN FLR EL= 100' - 0"

SG5 FIN FLR EL= 100' - 0"

FIN FLR EL= 100' - 0"

SG5

FIN FLR EL= 100' - 0"

SG5

FIN FLR EL= 100' - 0"

1011

11

D2

S-312

D2

S-312

TYP

TYP

FIN FLR EL= 98' - 0"

FIN FLR EL= 98' - 0"

D3

S-312

D3

S-312

C3

S-312

C3

S-312

C3

S-312

C3

S-312

C3

S-312

C3

S-312

C3

S-312

C3

S-312

TOPC= 98' - 8"

TOPC= 96' - 8"

TOPC= 98' - 6"

P7

---

P7

---

P7

---

TOPC= 98' - 8"

TOPC= 98' - 8"

TOPC= 98' - 8"

P7

---TOPC= 98' - 8"

P7

---

TOPC= 98' - 8"

P7

---

TOPC= 98' - 8"

P7

---TOPC= 98' - 8"

P7

---

P8

BP13

P10

BP12P7

---

TOPC= 98' - 8"

TOPC= 98' - 8"

TOPC= 98' - 8"TOPC= 98' - 8"

P7

---

TOPC= 98' - 8"

TOPC= 98' - 8"

P7

---

P7

---

TOPC= 98' - 8"

BP21

A4

S-311

TYP B4

S-311

TYPHSS10x10x5/16

HSS6x6x5/16

A4

S-311TYP

59°

TOPC= 98' - 6" F.V.

D5

S-561

A3

S-311

1212

12

W2

W2

GB3

W2

GB3

GB

3

W2

GB3 GB3 GB3

W2W2

GB

3

W2

W2GB3

W2

GB

3

W2

GB

3

W2

GB3

W2

GB3

W2

GB3

W2

GB3

W2

GB

3

GB

3W2

GB

3 W2

W2

GB3

S-401

A4

S-401

A2

1' - 9"

P22

HSS6x6x1/4POST

HSS6x6x1/4POST

10 9

/16"

8' -

0"

S STOGB= 98' - 8"

TOGB= 96' - 8"

10 9

/16"

8' -

0"

SSTOGB= 98' - 8"

TOGB= 96' - 8"

137°

50' - 0 3/8"

2' - 3 15/16"

56' - 11 7/8" 8 3/16"

1' - 0 3/16"

24' -

4"

5' -

6 1

1/16

"25

' - 1

3/8

"

15' - 1 5/8" 9' - 2 1/8"

TOPC= 98' - 8"

4' - 0"

1' - 2 5/8"

D2

S-311

217

17

S-401

C4

5' - 1 15/16"

2' - 1 15/16"

3' - 0"

GB2

GB1

GB1

S-401

A1

BELOW

W16x36 (18)

W16x36 (18)

W16x36 (18)

W3

CF42

EQ

EQ

EQ

EQ

FIN FLR EL= 105' - 0"

A.02A.02

4.8

4.8

4.2

4.2

S-203

C5

A.01A.01

S-203

D5

S-203

C4

S-203

D4

D1

S-312

1. FLOOR DRAIN, SLOPE SLAB TO DRAIN 1/8" PER FOOT. COORDINATE EXACT SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. ELEVATOR SUMP PIT, COORDINATE EXACT SIZE AND LOCATION WITH ELEVATOR MANUFACTURER.

3. NOT USED

4. RECESSED SLAB, COORDINATE EXACT SIZE, LOCATION, AND DEPTH WITH ARCHITECTURAL DRAWINGS.

5. DOWEL PIT WALL REINFORCING 18" INTO GRADE BEAM. PROVIDE STANDARD HOOK.

6. EXISTING FOOTING AND COLUMN TO BE DEMOLISHED IN THIER ENTIRETY. FIELD VERIFY.

7. 6" COLD-FORMED METAL STUD WALLS BY OTHERS AT 36" ON CENTER MAXIMUM.

8. RECESSED SLAB, COORDINATE EXACT SIZE, LOCATION AND DEPTH WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

9. CONCRETE CURB AROUND PIPE DUCT. COORDINATE EXACT SIZE, LOCATION, AND DETAILING WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

10. TRENCH DRAIN, COORDINATE EXACT SIZE AND LOCATION WITH FOOD SERVICE AND ARCHITECTURAL DRAWINGS.

11. HATCHED AREA INDICATES EXTENT OF INSULATED FREEZER SLAB. COORDINATE EXACT SIZE, LOCATION, AND DEPTH WITH FOOD SERVICE DRAWINGS AND FREEZER MANUFACTURER.

12. COORDINATE DIMENSIONS TO STAGE SLAB EDGE WITH ARCHITECTURAL DRAWINGS.

13. HATCHED AREA INDICATES EXENT OF WHEELCHAIR LIFT PIT. COORDINATE EXACT SIZE, LOCATION AND DEPTH OF PIT WITH ARCHITECTURAL DRAWINGS AND WHEELCHAIR LIFT MANUFACTURER.

14. EXTERIOR STAIR OR RAMP. COORDINATE EXACT SIZE, LOCATION, AND DIMENSIONS WITH ARCHITECTURAL AND CIVIL DRAWINGS.

15. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

16. EXISTING STAIRS, COLUMNS AND FOUNDATONS TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION.

17. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE LOCATION WITH ELEVATOR MANUFACTURER.

18. CONCRETE SITE RETAINING WALL. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL AND CIVIL DRAWINGS. SEE RETAINING SCHEDULEFOR ADDITIONAL INFORMATION.

/SEE A4 S-561

/SEE C4 S-711

/SEE C4 S-711

/SEE B4 S-561

/C3 S-602

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. REFERENCE FINISH FLOOR ELEVATION 100'-0" =MEAN SEA FINISH FLOOR ELEVATION. SEE CIVIL DRAWINGS.

3. TOP OF PIER CAP AND TOP OF PIER WITHOUT CAP ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

4. TOP OF GRADE BEAM ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

5. TOP OF TIE BEAM ELEVATION = TOP OF PIER CAP OR GRADE BEAM ELEVATION IT IS CONNECTING TO.

6. GRADE BEAMS SHALL BE DOWELED INTO PIER CAPS.

7. EXTEND TIE BEAM REINFORCING INTO PIER CAPS AND TERMINATE WITH STANDARD HOOKS.

8. PROVIDE COLUMN BLOCKOUTS IN SLAB,

9. NOTE TO CONTRACTOR: ENLARGED SLAB BLOCKOUTS MAY BE REQUIRED AT FRAME COLUMNS FOR BRACED FRAME GUSSET PLATE CLEARANCE.

10. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

11. DIMENSIONS ARE TO THE FACE OF CONCRETE, MASONRY, OR GRID LINE, UNLESS NOTED OTHERWISE.

12. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

13. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

14. PROVIDE SLAB JOINTS AT 15' - 0" ON CENTER MAXIMUM. THE AREA OF THE CONTROL JOINT SHALL NOT EXCEED A 2.1 RATIO. CONTROL JOINTS SHALL BE LOCATED AT COLUMN LINES WHERE THE LAYOUT PERMITS. AT RE-ENTRANT CORNERS THAT DO NOT HAVE CONTROL JOINTS, PROVIDE 2-#4 x 3'-0" DIAGONAL TO THE RE-ENTRANT CORNER.

15. SEE SHEET S-311, S-312 FOR TYPICAL FOUNDATION SECTIONS AND DETAILS.

16. SEE SHEETS S-711 THRU S-741 FOR TYPICAL DETAILS.

17. SEE SHEET S-601 AND S-602 FOR SCHEDULES.

/SEE C5 S-711

/SEE D1 S-311

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:05

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-112

201704

03/23/2018

J ANDERSONC ROMERO

FOUNDATION PLAN - AREA 2

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1FOUNDATION PLAN - AREA 2

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 10: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

e5

e5

e6

e6

eA

eA

eB

eB

SG5

FIN FLR EL= 100' - 0"

12' - 1 1/4"

34' -

1 1

3/16

"

C3

S-304

C5

S-313

e5

e5

e6

e6

eA

eA

eB

eB

C3

S-304

4

D1.5

R

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. REFERENCE FINISH FLOOR ELEVATION 100'-0" =MEAN SEA FINISH FLOOR ELEVATION. SEE CIVIL DRAWINGS.

3. TOP OF PIER CAP AND TOP OF PIER WITHOUT CAP ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

4. TOP OF GRADE BEAM ELEVATION = 98' - 6", UNLESS NOTED OTHERWISE.

5. TOP OF TIE BEAM ELEVATION = TOP OF PIER CAP OR GRADE BEAM ELEVATION IT IS CONNECTING TO.

6. GRADE BEAMS SHALL BE DOWELED INTO PIER CAPS.

7. EXTEND TIE BEAM REINFORCING INTO PIER CAPS AND TERMINATE WITH STANDARD HOOKS.

8. PROVIDE COLUMN BLOCKOUTS IN SLAB,

9. NOTE TO CONTRACTOR: ENLARGED SLAB BLOCKOUTS MAY BE REQUIRED AT FRAME COLUMNS FOR BRACED FRAME GUSSET PLATE CLEARANCE.

10. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

11. DIMENSIONS ARE TO THE FACE OF CONCRETE, MASONRY, OR GRID LINE, UNLESS NOTED OTHERWISE.

12. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

13. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

14. PROVIDE SLAB JOINTS AT 15' - 0" ON CENTER MAXIMUM. THE AREA OF THE CONTROL JOINT SHALL NOT EXCEED A 2.1 RATIO. CONTROL JOINTS SHALL BE LOCATED AT COLUMN LINES WHERE THE LAYOUT PERMITS. AT RE-ENTRANT CORNERS THAT DO NOT HAVE CONTROL JOINTS, PROVIDE 2-#4 x 3'-0" DIAGONAL TO THE RE-ENTRANT CORNER.

15. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

16. SEE SHEET S-311, S-312 FOR TYPICAL FOUNDATION SECTIONS AND DETAILS.

17. SEE SHEET S-331 FOR TYPICAL ROOF FRAMING SECTIONS.

18. SEE SHEETS S-711 THRU S-741 FOR TYPICAL DETAILS.

19. SEE SHEET S-601 AND S-602 FOR SCHEDULES.

/SEE C5 S-711

/SEE D1 S-311

1. FLOOR DRAIN, SLOPE SLAB TO DRAIN 1/8" PER FOOT. COORDINATE EXACT SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. RECESSED SLAB, COORDINATE EXACT SIZE, LOCATION, AND DEPTH WITH ARCHITECTURAL DRAWINGS.

3. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

4. COLD-FORMED METAL FRAMING JOISTS AT 24" ON CENTER MAXIMUM BY OTHERS.

/SEE C4 S-711

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:09

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-113

201704

03/23/2018

J ANDERSONC ROMERO

FOUNDATION AND FRAMING PLANS -AREA 3

CASINO 4

Pricing Set - 95%

GENERAL SHEET NOTES

SHEET KEYNOTE

SCALE: 1/4" = 1'-0"A3FOUNDATION PLAN - AREA 3

SCALE: 1/4" = 1'-0"A1ROOF FRAMING PLAN - AREA 3

No. Description Date

Page 11: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

2 3 4 5

E

J

H

9

A'

6 10

G

F

C

S-201

C4

S-201

A3

B3

S-332

B3

S-332

B3

S-332

B3

S-332

B3

S-332

B3

S-332

B3

S-332

B3

S-332

B3

S-332

D10

BR

AC

ED

FR

AM

E

HSS10x10x1/2

HSS10x10x5/16HSS14x14x5/16

HSS10x10x5/16HSS8x8x5/16

HSS8x8x5/16

HSS10x10x5/16 HSS10x10x1/2

HSS10x10x1/4

HSS8x8x1/4HSS6x6x1/4

HSS10x10x5/16

BR

AC

ED

FR

AM

E

23' - 0" 31' - 8" 28' - 4" 13' - 3 3/4" 21' - 2" 4' - 4 1/2"

9' -

4 3

/4"

8' -

6 1

/4"

7' -

10

1/2"

4' -

2 1

/2"

30' -

0"

15' -

0"

1' - 0 3/16" 126' - 0"

10 9

/16"

23' -

8 3

/8"

8' -

3 3

/4"

17' -

5 1

/4"

1' - 0 3/16" 24' - 3 3/4" 56' - 11 7/8" 41' - 8 3/8" 3' - 0"

2' - 3 15/16" 8 3/16"

10 9

/16"

18' -

9 3

/8"

30' -

8"

15

J

K

S-201

A5

B3

S-332

B3

S-332

B3

S-332

B3

S-332

D10

HSS12x12x1/2

HSS12x12x1/2

BR

AC

ED

FR

AM

E

30' -

0"

22' -

0 5

/8"

9 5/

8"51

' - 3

"

11 3/16" 38' - 4 1/16"

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:12

AM

1/8" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-114

201704

03/23/2018

J ANDERSONC ROMERO

CONCRETE SLAB PLANS

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1WEST SAFER ROOM LID PLAN

SCALE: 1/8" = 1'-0"A4EAST SAFER ROOM LID PLAN

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 12: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

DN

1'

1'

2 3 4 5

5

8 11

11

14

14

15

15

16

16

17

17

18

18

19

19

21

21

AA

E

J

K

M

N

T

U

D'

E'

E'

8'

8'

D

H

9

9

7

7

A'

6'

B'

5'

4'

2'

Q

RS

7'

6 10 12

12

G

F

B

C

3'

C'

22

13

13

L

P

20

V

e3.9

e4

e5

e6

e7

e7.1

e7.8

e8

eB1

eB2

eB3

eA

eB eC

eC

eD

eE

eE.5

eE.8 eF eG eH eJ eJ.1eJ.2 eJ.3

e6.4

eBB.3

eBB.3

10.5

A.02A.02

4.8

4.8

4.2

4.2

A.01A.01

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:15

AM

1/16" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-120

201704

03/23/2018

J ANDERSONC ROMERO

OVERALL MEZZANINE/LOW ROOFFRAMING PLAN

CASINO 4

Pricing Set - 95%

SCALE: 1/16" = 1'-0"A1OVERAL MEZZANINE/LOW ROOF FRAMING PLAN

No. Description Date

Page 13: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

14

14

15

15

16

16

17

17

18 19 21

A

E

J

K

M

N

T

U

8'

8'

Q

W18x71

HSS10x10x1/2

W14x82

W18x60

W16x45 W10x45 W14x43 W14x43

W14x43HSS10x10x5/16HSS10x10x3/8

W14x61HSS14x14x3/8

W10x49HSS14x14x3/8

HSS12x12x1/2

HSS12x12x1/2

HSS10x10x1/4

HSS12x12x1/2

W14x43W10x33W10x39

HSS14x14x3/8

HSS12x12x1/2

HSS8x8x1/4

HSS12x12x1/2

HSS12x12x1/2

W14x43

S-203

A3

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

22/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

22

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8" 29' - 11 15/16" 4' - 0 1/16"

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8"

C3

S-301

A2

S-301

C2

S-301

A1

S-301

C1

S-301

A5

S-302

C5

S-302

A4

S-302

C4

S-302

A3

S-302

A2

S-302

A1

S-302

C1

S-302

27' -

1"

W33x221

TO

S E

L= 1

16' -

5"

HS

S12

x10x

1/2

LSH

W12x14

14' -

10"

4' -

0 1

/8"

23' -

0 7

/8"

3' -

0 1

/4"

2' -

11

3/4"

11' -

7 1

/4"

19' -

3 3

/4"

30' -

0"

30' -

0"

29' -

11

7/8"

S-201

B3

S-201

C1

S-201

D3

S-201

A5

S-201

D5

S-203

A4

BRACED FRAME

BR

AC

ED

FR

AM

E

BR

AC

ED

FR

AM

E

BR

AC

ED

FR

AM

E

BRACED FRAME

TO

S E

L= 1

16' -

4"

HS

S10

x8x1

/2 L

SH

L

P

V

HSS12x12x1/2 HSS12x12x1/2

HSS12x12x1/2

HSS12x12x1/2

HSS12x12x1/2

HSS12x12x1/2

TOS EL= 114' - 5 3/4"

HSS14x10x1/2 LSH

TOS EL= 114' - 5 3/4"

HSS10x6x3/8 LSH

TOS EL= 114' - 5 3/4"

HSS10x6x3/8 LSH

TOS EL= 114' - 5 3/4"

HSS14x10x3/8 LSH

TOS EL= 114' - 5 3/4"

HSS10x6x1/2 LSH

TO

S E

L= 1

14' -

5 3

/4"

HS

S10

x8x1

/2 L

SH

TO

S E

L= 1

14' -

5 3

/4"

HS

S10

x8x1

/2 L

SH

TOS EL= 114' - 5 3/4"

HSS14x10x3/8 LSH

TOS EL= 114' - 5 3/4"

HSS8x6x1/2 LSH

TOS EL= 114' - 5 3/4"

HSS8x6x1/2 LSH

TOS EL= 114' - 5 3/4"

HSS14x10x3/8 LSH

B5

S-501

TYP

B5

S-501TYP

B5

S-501

B5

S-501

TYP

HS

S10

x6x1

/4

HS

S10

x6x1

/4

HSS6x4x1/4POST

HSS6x4x1/4POST

W12

x14

W14

x26

1' -

2"

1' - 2"

1' -

2"

1' - 2"

1' -

2"

C1

S-541

C1

S-541

SIM

C1

S-541SIM

S-203

A2

S-203

A5

A.02A.02

A.01A.01

HSS12x12x1/2

W33

x221

W33

x221

W33x221

W27x94

W24x68

W16

x31

W27

x94

W27

x94

W33x130

W16

x31

W27

x94W

27x9

4

W33

x118

W16

x31

W33x118

W33

x118

W33x169W33x169W24

x104

W33x169

W12x14

W16x31

W16x31 W16x31

W16x31 W16x31

W16x31

W16x31 W16x31

W33x169W33x169

W16x31 W16x31

W16x31

W16x31

W16x31

W16

x31

W16

x31

W16

x31

W16

x31

W27

x94

W27

x94

W16

x31

W16

x31

W16

x31

W16

x31

W16

x31

W16

x31W

16x3

1

W16

x31W

27x9

4

W33x118W33x118

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, OR GIRD LINE, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

7. BEAMS ARE SPACED EQUALLY BETWEEN SUPPORTS AS SHOWN, UNLESS NOTED OTHERWISE.

8. SEE SHEET S-321 FOR TYPICAL FLOOR FRAMING SECTIONS.

9. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

10. SEE SHEET S-501 THRU S-561 FOR TYPICAL FRAMING DETAILS.

11. SEE SHEET S-601 AND S-602 FOR SCHEDULES.

12. CONTRACTOR TO COORDINATE ALL CELLULAR DECK TRENCHES AND ACTIVATION POINT WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS.

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL DETAILS, , AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

4. EXISTING STAIRS, COLUMNS AND FRAMING TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION.

5. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

6. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.SEE , , AND

/SEE B2 S-741 /C2 S-741 /D2 S-741

/B2 S-561 /A2 S-561 /D3 S-561

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:19

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-121

201704

03/23/2018

J ANDERSONC ROMERO

MEZZANINE/LOW ROOF FRAMING PLAN- AREA 1

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1MEZZANINE/LOW ROOF FRAMING PLAN - AREA 1

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 14: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

DN

1'

1'

2 3 4 5

5

8 11

11

14

14

A

E

J

K

T

D'

E'

E'

8'

D

H

9

9

7

7

A'

6'

B'

5'

4'

2'

R

S7'

6 10 12

12

G

F

B

CW16

x26

(24)

W24x55 (30) CAM =3/4"W24x55 (28) CAM =3/4"W24x62W24x62 (28)W18x40

W16

x26

(29)

W24

x55

(30)

CA

M =

3/4"

W16x31 (24)

W24

x55

(32)

CA

M =

3/4"

W24x94 (34) CAM =1"W24x76 (24)W24x84 (26)W24x55 (20)

W18

x35

(17)

W16

x26

(12)

CA

M =

3/4"

W16

x26

(14)

CA

M =

3/4"

W16x26 (22)

W12

x14

(8)

W12

x14

(8)

W12

x14

(14)

W18

x35

(28)

W24x55 (22)

W12

x14

(8)

W12x19 (16)

W27x84 (18)

W27x84 (24)W27x84 (28)W30x99 (38) CAM =3/4"

W33x118 (42) CAM =1"

W21x44 (22)

W16x26 (18)

W12

x14

(10)

W18

x40

(26)

W27

x84

CAM

=3/

4"

W12

x14

(8)

W14x22 (18)

W12

x19

(12)

W14

x30

(13)

W18

x40

(26)

W24

x62

(28)

W12x16 (16)

W21

x55

(28)

W16

x31

(30)

W16x31 (18)

W16

x26

(12)

CA

M =

3/4"

W24

x76

(38)

W27

x84

(38)

W27

x84

(38)

W14

x22

(16)

W18

x35

(20)

W12

x14

W12

x14

(6)

W16

x26

(18)

CA

M =

3/4"

W16

x26

(18)

CA

M =

3/4"

W18

x35

(16)

W18

x35

(16)

W16

x31

(28)

W16

x31

(28)

W18

x35

(24)

W16

x26

(12)

CA

M =

3/4"

W16

x26

(12)

CA

M =

3/4"

W16

x26

(18)

CA

M =

3/4"

W16

x26

(18)

CA

M =

3/4"

W18

x35

(17)

W18

x35

(16)

W16

x31

(28)

W18

x35

(17)

W12x14

W12x14 (12)

W18x35 (28) CAM =3/4"

W16x31 (24)

W12

x14

(8)

W12

x14

(8)

W12

x14

(8)

3'

C'

W12

x14

(8)

W12

x14

(8)

W12

x14

W12

x14

W12

x14

W12x14

W12

x14

W12x14

W10x39

W12x45 W12x45W12x45

W12x45

W10x45

W10x45

W18x71

HSS10x10x1/2

HSS8x8x1/4

HSS10x10x1/2HSS10x10x5/16HSS10x10x5/16HSS8x8x5/16

HSS14x14x5/16 HSS10x10x5/16 HSS10x10x1/2

HSS6x6x1/4

W14x82

W14x53

W14x74

W12x40

HSS14x14x1/2HSS14x14x1/2

HSS14x14x5/16

HSS10x10x5/16

HSS8x8x1/4

HSS8x8x1/4

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS8x8x5/16

HSS10x10x1/4

HSS10x10x5/16

W14x68

W14x43

HSS10x10x3/8

HSS12x12x5/16

D6.25C

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

21/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

2123' - 0" 31' - 8" 3' - 1 3/8" 22' - 8 1/2"

2' - 6 1/8"

13' - 3 3/4"

3' - 11 3/4"

15' - 7"

1' - 7 1/4"

4' - 4 1/2" 28' - 8 3/4" 17' - 10 1/2" 5' - 2 1/2" 16' - 11 1/8"

17' - 3 1/2" 17' - 2 1/4" 33' - 1 1/4" 17' - 10 1/2" 5' - 2 1/2" 16' - 11 1/8"

5' -

11 7

/8"

10' -

1 3

/4"

12' -

1"

30' -

0"

19' - 7 1/2"

21' - 7 1/2"

25' - 9 1/2"

44' - 11 1/2"

20' - 4 3/4"

8' - 1 1/4"

20' -

5"

W18

x35

(16)

A5

S-301

C5

S-301

A4

S-301

C4

S-301

A3

S-301

A5

S-303

C5

S-303

A4

S-303

C4

S-303

A3

S-303

C3

S-303

A2

S-303

C2

S-303

A1

S-303

C1

S-303

A5

S-304

W12x19 W12x19

W14x22

W14x22

W12x19

W12x19

W18

x35

(16)

W12

x14

W12

x14

S-201

B5

S-201

C5

S-201

A4

S-201

B4

S-201

C4

BR

AC

ED

FR

AM

E

BR

AC

ED

FR

AM

E

BRACED FRAMEBRACED FRAME

BRACED FRAME

BRACED FRAME

B3

S-541

TYP

B5

S-541

TYP

B2

S-541

TYP

B2

S-541

TYP

D2

S-541

TYP

W12x14

W12

x14

W12

x14

W24

x68

W27

x84

W18

x40

W27

x84

W18

x35

W14

x22

W12

x14

W12

x14

W12

x14

3' -

0"

2' -

1 1

/2"

54' -

10

3/8"

30' -

0"

9' -

4 3

/4"

8' -

6 1

/4"

7' -

10

1/2"

4' -

2 1

/2"

3' -

8"

11' -

4"

5' -

1 3

/4"

9' -

10

1/8"

2' -

1 3

/8"

8' -

3 1

/4"

B2

S-541TYP W12

x14

(8)

W12

x14

D2

S-541

TYP

13

13

D6.25C

D6.25C

D6.25C

HSS10x10x5/16

e5

e6

e7

e7.1

e7.8

e8

eB1

eB2

eB3 eB

eC

eD

eE

eE.5

eE.8

eF

eH

eJ

eJ.1

eJ.2 eJ.3

e6.4

eBB.3

HSS14x10x1/2 LSH

TOS EL= 114' - 5 3/4"HSS8x6x3/8 LSH

TOS EL= 114' - 5 3/4"HSS10x4x3/8 LSH

TOS EL= 114' - 5 3/4"HSS12x10x3/8 LSHTOS EL= 114' - 5 3/4"

HSS8x6x3/8 LSH

TOS EL= 114' - 5 3/4"

HSS12x8x3/8 LSH

B5

S-501

TYP

B5

S-501

TYP

B5

S-501

TYP

S-201

A3

W16

x26

(12)

CA

M =

3/4"

40' - 10 7/8"

1' - 2"

1' -

2"

1' -

2"

10.5

W14

x22

(12)

W12

x14

(8)

S-201

D4

W16x26 (10) W18x35 (12)

W16

x26

(24)

W12x14

W12

x14

(8)

W12

x14

W14

x22

(10)

W12

x14

(10)

W12

x14

(9)

W12

x14

(10)

W12

x14

W24

x76

(34)

W24

x68

W24

x55

(30)

W24

x55

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

C5

S-541

TYP

D5

S-541

TYP

3 3/

4"

3 5/8"

2' - 1 7/8"

1' -

4 1

/8"

11"

1' -

3 3

/8"

10 5/8"1' - 2 1/16"

6 1/

16"

10' -

1 3

/4"

4 3/

8"

9 3/4"

R = 45' - 2"

D5

S-541

SIM

D5

S-541

SIM

B3

S-541

TYP

S-401

B4

3

3

3

3

3

HSS10x10x5/16

HSS6x6x1/4POST

HSS6x6x1/4POST

TOS EL= 114' - 0"

W24x76

6

6

A.02

4.84.2

S-203

C5

A.01S-203

D5

S-203

C4

S-203

D4

C5

S-542

C5

S-542

A3

S-542

HSS

12x8

x3/8

HSS12x8x3/8

B4

S-501

B4

S-501

HSS8x6x1/2HSS8x6x1/2

HSS8x6x1/2

HSS8x6x1/2

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL DETAILS, , AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

4. EXISTING STAIRS, COLUMNS AND FRAMING TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION.

5. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

6. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.SEE , , AND

/SEE B2 S-741 /C2 S-741 /D2 S-741

/B2 S-561 /A2 S-561 /D3 S-561

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, OR GIRD LINE, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

7. BEAMS ARE SPACED EQUALLY BETWEEN SUPPORTS AS SHOWN, UNLESS NOTED OTHERWISE.

8. SEE SHEET S-321 FOR TYPICAL FLOOR FRAMING SECTIONS.

9. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

10. SEE SHEET S-501 THRU S-561 FOR TYPICAL FRAMING DETAILS.

11. SEE SHEET S-601 AND S-602 FOR SCHEDULES.

12. CONTRACTOR TO COORDINATE ALL CELLULAR DECK TRENCHES AND ACTIVATION POINT WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS.

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:23

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-122

201704

03/23/2018

J ANDERSONC ROMERO

MEZZANINE/LOW ROOF FRAMING PLAN- AREA 2

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1MEZZANINE/LOW ROOF FRAMING PLAN - AREA 2

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 15: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1'

2 3 4 5

5

8 11

11

14

14

15

15

16

16

17

17

18

18

19

19

21

21

A

E

J

K

M

N

T

U

D'

E'

E'

8'

8'

D

9

9

7

7

5'

4'

2'

Q

R

S

7'

12

12

G

C

3'

C'

13

13

e3.9

e4

e5

e6

e7

e7.1

e7.8

e8

eB1

eB2

eB3

eA

eA

eB

eB

eC

eC

eD

eE

eE.5

eE.8 eF eG eH eJ eJ.1eJ.2 eJ.3

eBB.3

10.5

A.02A.02

4.8

4.8

4.2

4.2

A.01A.01

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:26

AM

1/16" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-130

201704

03/23/2018

J ANDERSONC ROMERO

OVERALL LOW ROOF FRAMING PLAN

CASINO 4

Pricing Set - 95%

SCALE: 1/16" = 1'-0"A1OVERALL LOW ROOF FRAMING PLAN

No. Description Date

Page 16: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

14

14

15

15

16

16

17

17

18

18

19

19

21

21

A

E

J

K

M

N

T

U

8'

QW12x14

W12

x14

W18x71

HSS10x10x1/2

W14x82

W18x60 W16x45

W10x45

W14x43 W14x43

W14x43HSS10x10x5/16HSS10x10x3/8

W14x61HSS14x14x3/8

W10x49HSS14x14x3/8

HSS12x12x1/2

HSS12x12x1/2

HSS10x10x1/4

HSS12x12x1/2

W14x43W10x33W10x39

HSS14x14x3/8

HSS12x12x1/2

HSS8x8x1/4

HSS12x12x1/2

HSS12x12x1/2

W14x43

S-203

A3

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8" 29' - 11 15/16" 4' - 0 1/16"

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

32/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

32

C3

S-301

A2

S-301

C2

S-301

A1

S-301

C1

S-301

A5

S-302

C5

S-302

A4

S-302

C4

S-302

A3

S-302

A2

S-302

A1

S-302

C1

S-302

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8" 29' - 11 15/16" 4' - 0 1/16"

C5

S-304

A4

S-304

C4

S-304

D4

S-3041' - 2"

1' - 2"1' - 7"

S-201

B3

S-201

C1

S-201

D3

S-201

A5

S-201

D5

S-202

A2

S-203

A4

BRACED FRAME

BR

AC

ED

FR

AM

E

BR

AC

ED

FR

AM

E

BRACED FRAME

STEEL TRUSS

4' -

0 1

/8"

23' -

0 7

/8"

6' -

0"

11' -

7 1

/4"

19' -

3 3

/4"

30' -

0"

30' -

0"

29' -

11

7/8"

BR

AC

ED

FR

AM

E

1' -

2"

HSS10x10x3/8POST

C4

S-541

TYP

D5

S-541TYP

D5

S-541

SIM

22K

7

W16

x26

DECK BRG= 125' - 0 1/8"

W16x67

DECK BRG= 125' - 0 1/8"

W21x48 CAM =1 1/2"

W16

x67

DECK BRG= 125' - 7 5/8"

W40x167 CAM =1 1/2"

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

24K

7

24K

7

24K

7

24K

7

W16

x26

W16

x26

W12

x19

DECK BRG= 126' - 3 1/8"

W44x262 CAM =1 1/4"

24K

7

24K

7

W16

x26

W16

x26

W16

x26

W16

x26

W16

x26

22K

7

22K

7

22K

7

22K

7

W16

x26

W16

x26

W12

x19

24K

7

24K

7

W16

x26

W16

x26

W16

x26

W16

x26

W16

x26

22K

7

22K

7

22K

7

22K

7

DECK BRG= 126' - 10 5/8"

W40x149 CAM =1 1/2"

W24

x55

W18

x40

CA

M =

1 1/

4"

DECK BRG= 126' - 3 3/8"

W18x35 CAM =3/4"

DECK BRG= 126' - 3 3/8"

W24x55 CAM =1 1/4"

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

W16

x31 W12

x14

W12

x14

W12

x14

W12

x14

DECK BRG= 125' - 8 3/4"

W16x31 CAM =1 1/4"

W30

x148

W14

x22

DECK BRG= 125' - 0 1/8"

W18x76

DECK BRG= 125' - 0 1/8"

W14x22

10K

1

10K

1

DECK BRG= 125' - 0 1/8"

W12x19W14x22

12K

1

12K

1

14K

1

16K

2

10K

1 10K

1

10K

1

10K

1

2.5K

3

2.5K

3

2.5K

3

2.5K

3

2.5K

3

2.5K

3

TYP

D5

S-331

D5

S-331

TYP

TYP

D1.5R

D1.5R

1' -

2"

1' - 2"

1' - 7"

1' -

2"

1' - 2"

C5

S-541

B5

S-541

TYP

TYP

TOS EL= 130' - 0"

HSS12x10x1/2 LSH

TOS EL= 130' - 0"

HSS8x6x1/2 LSH

TOS EL= 130' - 0"

HSS8x6x1/2 LSH

B5

S-501

TYP

3

3

3

3

3

3

3

333

3

3

3

3

3

3

3 4

12°

DECK BRG EL= 125' - 11"

1' -

2"

1' -

2"

OPEN TO BELOW

DECK BRG EL= 125' - 7 3/8"

DECK BRG EL= 125' - 0 1/8"

W18x71 CAM =1 1/2"

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

18K

316

K3

16K

3

18K

3

18K

3

18K

3

20K

3

20K

3

D5

S-331

112

112

5

5

5

5

55

5' - 6" 6' - 6"

5' - 6" 6' - 6"

6,500#

6,500#

7

7

25' -

4 5

/8"

S-203

A2

S-203

A5 B5

S-541

TYP

C5

S-541S-542

A4

D5

S-541TYP

D5

S-541SIM

D5

S-541

SIM

8

888

8

88

A.02A.02

A.01A.01

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL FRAMING, AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. JOIST MANUFACTURER TO DESIGN JOISTS/JOIST GIRDER FOR AN ADDITIONAL 1,800 POUND POINT LOAD DUE TO OPERABLE WALL PARTITION AT EACH HANGER LOCATION (±48" ON CENTER AS SHOWN ON PLAN). TOTAL LIVE LOAD DEFLECTION (INCLUDING OPERABLE WALL LOADING) SHALL NOT EXCEED L/600. INDICATE DESIGNED ATTACHMENT POINTS ON BOTTOM CHORD OF JOIST GIRDER.

4. FUTURE OPERABLE PARTITION BELOW. JOIST MANUFACTURER TO DESIGN FOR FUTURE LOADS SHOWN IN KEYNOTE 3.

5. HYDRONIC PIPING - SEE MECHANICAL AND PLUMBING DRAWINGS FOR MORE INFORMATION. STRUCTURE HAS BEEN DESIGNED TO SUPPORT HYDRONIC PIPING ONLY IN THE LOCATIONS SHOWN. HYDRONIC PIPES SHALL NOT BE LOCATED ELSEWHERE UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. JOIST MANUFACTURER TO DESIGN FOR 1.2x THE LOAD INDICATED ON PLAN (UNFACTORED DEAD LOAD). LOADS SHOWN ON PLAN IS THE TOTAL WEIGHT OF THE PIPE GROUP. WHERE NO LOAD IS SHOWN, THE LOAD IS ACCOUNTED FOR IN THE ROOF DEAD LOAD. UNLESS NOTED OTHERWISE WITH THE JOIST MANUFACTURER, CONTRACTOR SHALL ATTACH PIPES TO EACH ROOF JOIST PERPENDICULAR TO PIPES, AND TO JOISTS PARALLEL TO THE PIPES AT 7' - 6" ON CENTER.

6. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

7. C8x11.5 UNDER MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

8. HSS6x6x1/2 MEDIA MESH SCREEN SUPPORT. COORDINATE EXACT LOCATION AND COUNT OF POSTS WITH SCREEN MANUFACTURER'S REQUIREMENTS. FINAL DESIGN TO BE COORDINATED WITH FINAL SCREEN CUT SHEETS.

9. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

10. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.

/SEE C5 S-501

/SEE B1 S-741 /A1 S-741

/SEE C2 S-561

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. JOISTS ARE SPACED EQUALLY BETWEEN SUPPORTS, AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

7. PROVIDE JOIST BRIDGING PER THE 42ND EDITION OF THE SJI SPECIFICATIONS AND OSHA REQUIREMENTS.

8. STEEL JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND ROOF JOIST GIRDERS SUPPORTING MECHANICAL UNITS FOR 1.2x MECHANICAL UNIT WEIGHTS SHOWN. USE [_] PSF DEAD LOAD AND [_] PSF LIVE LOAD UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL LOADS. NOTIFY STEEL JOIST MANUFACTURER OF ANY DISCREPANCIES.

9. CONTRACTOR SHALL COORDINATE ALL STEEL JOIST SEAT DEPTHS WITH STEEL JOIST FABRICATOR. ALL BEARING ELEVATIONS SHOWN ON PLANS, ARE TO TOP OF JOISTS (DECK BEARING) AND DO NOT INCORPORATE THE DEPTH OF THE JOIST SEATS.

10. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

11. SEE SHEET S-331 FOR TYPICAL ROOF FRAMING SECTIONS.

12. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

13. SEE SHEET S-501 THRU S-561 FOR FRAMING DETAILS.

14. SEE SHEET S-601 FOR SCHEDULES.

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:30

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-131

201704

03/23/2018

J ANDERSONC ROMERO

LOW ROOF FRAMING PLAN - AREA 1

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1LOW ROOF FRAMING PLAN - AREA 1

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 17: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1'

1'

2 3 4 5

5

8 11

11

14

14

A

E

J

K

T

D'

E'

8'

D

9

9

7

7

A'

5'

4'

2'

R

S7'

12

12

G

C

C'

W10x39W12x45

W12x45W12x45

W12x45

W10x45 W10x45 W18x71

HSS10x10x1/2HSS10x10x1/2HSS10x10x5/16HSS10x10x5/16HSS8x8x5/16

HSS14x14x5/16

HSS10x10x5/16 HSS10x10x1/2

W14x82

W14x53

W14x74

W12x40

HSS14x14x1/2HSS14x14x1/2

HSS14x14x5/16

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS8x8x5/16

HSS10x10x1/4

W14x68

W14x43

HSS10x10x3/8

HSS12x12x5/16

HSS10x10x5/16

HSS10x10x5/16

23' - 0" 31' - 8" 28' - 4" 17' - 3 1/2" 15' - 7"

1' - 7 1/4"

17' - 1 1/4" 16' - 0" 17' - 10 1/2" 5' - 2 1/2" 16' - 11 1/8"

28' - 6"

44' - 11 1/2"

25' - 9 1/2"

21' - 7 1/2"

19' - 7 1/2"

22' -

2 3

/4"

30' -

0"

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

31/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

31

A5

S-301

C5

S-301

A4

S-301

C4

S-301

A3

S-301

A5

S-303

C5

S-303

A4

S-303

C4

S-303

A3

S-303

C3

S-303

A2

S-303

C2

S-303

A1

S-303

C1

S-303

A5

S-304

S-201

B5

S-201

C5

S-201

A4

S-201

B4

S-201

C4

BRACED FRAMEBRACED FRAME

BR

AC

ED

FR

AM

E

BRACED FRAME

BRACED FRAME

3' -

0"

2' -

1 1

/2"

54' -

10

3/8"

30' -

0"

17' -

11"

12' -

1"

3' -

8"

11' -

4"

14' -

11

7/8"

17' - 3 1/2" 17' - 2 1/4" 33' - 1 1/4" 17' - 10 1/2" 5' - 2 1/2" 16' - 11 1/8"

2.5K

3

1' - 2"

13

13

e6

e7 e7.1

e7.8

e8

eB1

eB2

eB3 eB

eB

eC

eC

eD

eE

eE.5

eE.8

eFeG

eH eJ

eJ.1

eJ.2 eJ.3

e6.4

eBB.3

TOS EL= 130' - 0"

HSS6x4x1/4 LSHTOS EL= 130' - 0"

HSS8x6x3/8 LSH

TOS EL= 130' - 0"

HSS10x6x1/2 LSH

TOS EL= 130' - 0"

HSS10x6x1/2 LSHTOS EL= 130' - 0"

HSS10x6x1/2 LSH

TOS EL= 130' - 0"

HSS12x8x1/2 LSH

TOS EL= 130' - 0"

HSS12x10x1/2 LSH

TOS EL= 130' - 0"

HSS10x8x3/8 LSH

TOS EL= 130' - 0"

HSS8x4x3/8 LSH

TOS EL= 130' - 0"HSS10x6x1/2 LSH

TOS EL= 130' - 0"HSS8x6x1/2 LSH TOS EL= 130' - 0"HSS8x4x3/8 LSH

B5

S-501

TYP

B5

S-501 TYP

B5

S-501

TYP

S-201

A3

BR

AC

ED

FR

AM

E

1' -

2"

1' -

2"

10.5

HSS10x10x5/16

S-542

A4

S-401

B2

6

6

6

6

8

8

8

8

A.02A.02

4.8

4.8

4.2

4.2

S-203

C5

A.01A.01

S-203

D5

S-203

C4

S-203

D4

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL FRAMING, AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. JOIST MANUFACTURER TO DESIGN JOISTS/JOIST GIRDER FOR AN ADDITIONAL 1,800 POUND POINT LOAD DUE TO OPERABLE WALL PARTITION AT EACH HANGER LOCATION (±48" ON CENTER AS SHOWN ON PLAN). TOTAL LIVE LOAD DEFLECTION (INCLUDING OPERABLE WALL LOADING) SHALL NOT EXCEED L/600. INDICATE DESIGNED ATTACHMENT POINTS ON BOTTOM CHORD OF JOIST GIRDER.

4. FUTURE OPERABLE PARTITION BELOW. JOIST MANUFACTURER TO DESIGN FOR FUTURE LOADS SHOWN IN KEYNOTE 3.

5. HYDRONIC PIPING - SEE MECHANICAL AND PLUMBING DRAWINGS FOR MORE INFORMATION. STRUCTURE HAS BEEN DESIGNED TO SUPPORT HYDRONIC PIPING ONLY IN THE LOCATIONS SHOWN. HYDRONIC PIPES SHALL NOT BE LOCATED ELSEWHERE UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. JOIST MANUFACTURER TO DESIGN FOR 1.2x THE LOAD INDICATED ON PLAN (UNFACTORED DEAD LOAD). LOADS SHOWN ON PLAN IS THE TOTAL WEIGHT OF THE PIPE GROUP. WHERE NO LOAD IS SHOWN, THE LOAD IS ACCOUNTED FOR IN THE ROOF DEAD LOAD. UNLESS NOTED OTHERWISE WITH THE JOIST MANUFACTURER, CONTRACTOR SHALL ATTACH PIPES TO EACH ROOF JOIST PERPENDICULAR TO PIPES, AND TO JOISTS PARALLEL TO THE PIPES AT 7' - 6" ON CENTER.

6. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

7. C8x11.5 UNDER MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

8. HSS6x6x1/2 MEDIA MESH SCREEN SUPPORT. COORDINATE EXACT LOCATION AND COUNT OF POSTS WITH SCREEN MANUFACTURER'S REQUIREMENTS. FINAL DESIGN TO BE COORDINATED WITH FINAL SCREEN CUT SHEETS.

9. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

10. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.

/SEE C5 S-501

/SEE B1 S-741 /A1 S-741

/SEE C2 S-561

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. JOISTS ARE SPACED EQUALLY BETWEEN SUPPORTS, AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

7. PROVIDE JOIST BRIDGING PER THE 42ND EDITION OF THE SJI SPECIFICATIONS AND OSHA REQUIREMENTS.

8. STEEL JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND ROOF JOIST GIRDERS SUPPORTING MECHANICAL UNITS FOR 1.2x MECHANICAL UNIT WEIGHTS SHOWN. USE [_] PSF DEAD LOAD AND [_] PSF LIVE LOAD UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL LOADS. NOTIFY STEEL JOIST MANUFACTURER OF ANY DISCREPANCIES.

9. CONTRACTOR SHALL COORDINATE ALL STEEL JOIST SEAT DEPTHS WITH STEEL JOIST FABRICATOR. ALL BEARING ELEVATIONS SHOWN ON PLANS, ARE TO TOP OF JOISTS (DECK BEARING) AND DO NOT INCORPORATE THE DEPTH OF THE JOIST SEATS.

10. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

11. SEE SHEET S-331 FOR TYPICAL ROOF FRAMING SECTIONS.

12. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

13. SEE SHEET S-501 THRU S-561 FOR FRAMING DETAILS.

14. SEE SHEET S-601 FOR SCHEDULES.

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:35

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-132

201704

03/23/2018

J ANDERSONC ROMERO

LOW ROOF FRAMING PLAN - AREA 2

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1LOW ROOF FRAMING PLAN - AREA 2

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 18: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1'

1'

2 3 4 5

5

8 11

11

14

14

15

15

16

16

17

17

18

18

21

21

AA

E

J

K

N

T

U

D'

E'

E'

8'

8'

D

9

9

7

7

5'

4'

2'

Q

R

S7'

12

12

G

C

3'

C'

13

13

e3.9

e4

e5

e6

e6

e7

e7.1

e7.8

e8

e8

eB1

eB2

eB3

eA

eA

eB

eB

eC

eC

eD

eE

eE.5

eE.8 eF eG eH eJ eJ.1

eJ.2eJ.3

e6.4

eBB.3

10.5

A.02A.02

4.8

4.8

4.2

4.2

A.01A.01

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:39

AM

1/16" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-140

201704

03/23/2018

J ANDERSONC ROMERO

OVERALL HIGH ROOF FRAMING PLAN

CASINO 4

Pricing Set - 95%

SCALE: 1/16" = 1'-0"A1OVERALL HIGH ROOF FRAMING PLAN

No. Description Date

Page 19: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

14

14

15

15

16

16

17

17

18

18

21

21

A

E

J

K

N

T

U

8'

Q

W18x71W18x60 W16x45

W10x45

HSS10x10x5/16HSS10x10x3/8

HSS10x10x1/2

HSS14x14x3/8

HSS14x14x3/8

HSS12x12x1/2

HSS12x12x1/2

W14x82

HSS14x14x3/8

S-203

A3

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

42/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

42

C3

S-301

A2

S-301

A3

S-302

A2

S-302

C1

S-302

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8" 34' - 0"

39' - 5" 25' - 4" 25' - 4" 42' - 3 7/8" 34' - 0"

C5

S-304

A4

S-304

C4

S-304

D4

S-304

HSS12x12x1/2

HSS12x12x1/2

HSS12x12x1/2

S-201

D3

S-201

A5

S-202

A2

S-203

A4STEEL TRUSS

BR

AC

ED

FR

AM

E

BR

AC

ED

FR

AM

E

4' -

0 1

/8"

23' -

0 7

/8"

6' -

0"

30' -

11"

30' -

0"

30' -

0"

29' -

11

7/8"

1' -

2"

DECK BRG= 137' - 4 3/4"

W21x44 CAM =1 1/4"

DECK BRG= 137' - 4 3/4"

W16x26

W12

x16

W12

x16

W16

x67

DECK BRG= 139' - 3 1/8"

W30x116 CAM =1 1/2"

DECK BRG= 139' - 3 1/8"

W40x199 CAM =1 1/2"

DECK BRG= 138' - 0 1/8"

W27x84 CAM =1"

DECK BRG= 138' - 0 1/8"

W30x90 CAM =1 1/2"

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

DECK BRG= 137' - 4 3/4"

W16x26

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

40LH

11 S

P

22K

7W

24x6

8

40LH

11

40LH

11

40LH

11

40LH

11

40LH

11

40LH

11

22K

7

W21

x44

CA

M =

1 1/

2"

W12

x19

W12

x14

W21

x44

CA

M =

1 1/

2"

36LH

09 S

P

36LH

09 S

P

36LH

10 S

P

36LH

10 S

P

36LH

10 S

P

W18

x40

CA

M =

1 1/

2"

W18

x40

CA

M =

1 1/

2"

W21

x44

CA

M =

1 1/

4"

W18

x40

CA

M =

1 1/

2"

W16

x31

CA

M =

1 1/

2"

32LH

07 C

AM

=1

1/2"

32LH

06

32LH

07

C3

S-332

TYP

D3

S-332

TYP

C4

S-541

TYP

1' -

2"

B5

S-541TYP

B5

S-541TYP

HSS10x10x3/8POST

W30x90 CAM =1 1/2"

ROOF BELOW

ROOF BELOW

ROOF BELOW

W12x14

DECK BRG EL= 138' - 0 1/4"

DECK BRG EL= 138' - 5"

DECK BRG EL= 138' - 7 1/2"

DECK BRG EL= 138' - 7 3/4"

1' - 7"

1' - 1 3/8"

W18

x35

CA

M =

1 1/

2"

W24

x55

CA

M =

1 1/

2"

OPEN TO BELOW

1' - 2"

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

22K

7

C5

S-541

TYP

D5

S-541

TYP

112

55

5

5

5

5

17,500#

7

7

D1

S-541

A5

S-542

B5

S-542

S-203

A2

S-203

A5

A1

S-541

C5

S-542

8

8

8

8

8

8

A.02A.02

A.01A.01

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. JOISTS ARE SPACED EQUALLY BETWEEN SUPPORTS, AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

7. PROVIDE JOIST BRIDGING PER THE 42ND EDITION OF THE SJI SPECIFICATIONS AND OSHA REQUIREMENTS.

8. STEEL JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND ROOF JOIST GIRDERS SUPPORTING MECHANICAL UNITS FOR 1.2x MECHANICAL UNIT WEIGHTS SHOWN. USE [_] PSF DEAD LOAD AND [_] PSF LIVE LOAD UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL LOADS. NOTIFY STEEL JOIST MANUFACTURER OF ANY DISCREPANCIES.

9. CONTRACTOR SHALL COORDINATE ALL STEEL JOIST SEAT DEPTHS WITH STEEL JOIST FABRICATOR. ALL BEARING ELEVATIONS SHOWN ON PLANS, ARE TO TOP OF JOISTS (DECK BEARING) AND DO NOT INCORPORATE THE DEPTH OF THE JOIST SEATS.

10. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

11. SEE SHEET S-331 FOR TYPICAL ROOF FRAMING SECTIONS.

12. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

13. SEE SHEET S-501 THRU S-561 FOR FRAMING DETAILS.

14. SEE SHEET S-601 FOR SCHEDULES.

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL FRAMING, AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. JOIST MANUFACTURER TO DESIGN JOISTS/JOIST GIRDER FOR AN ADDITIONAL 1,800 POUND POINT LOAD DUE TO OPERABLE WALL PARTITION AT EACH HANGER LOCATION (±48" ON CENTER AS SHOWN ON PLAN). TOTAL LIVE LOAD DEFLECTION (INCLUDING OPERABLE WALL LOADING) SHALL NOT EXCEED L/600. INDICATE DESIGNED ATTACHMENT POINTS ON BOTTOM CHORD OF JOIST GIRDER.

4. FUTURE OPERABLE PARTITION BELOW. JOIST MANUFACTURER TO DESIGN FOR FUTURE LOADS SHOWN IN KEYNOTE 3.

5. HYDRONIC PIPING - SEE MECHANICAL AND PLUMBING DRAWINGS FOR MORE INFORMATION. STRUCTURE HAS BEEN DESIGNED TO SUPPORT HYDRONIC PIPING ONLY IN THE LOCATIONS SHOWN. HYDRONIC PIPES SHALL NOT BE LOCATED ELSEWHERE UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. JOIST MANUFACTURER TO DESIGN FOR 1.2x THE LOAD INDICATED ON PLAN (UNFACTORED DEAD LOAD). LOADS SHOWN ON PLAN IS THE TOTAL WEIGHT OF THE PIPE GROUP. WHERE NO LOAD IS SHOWN, THE LOAD IS ACCOUNTED FOR IN THE ROOF DEAD LOAD. UNLESS NOTED OTHERWISE WITH THE JOIST MANUFACTURER, CONTRACTOR SHALL ATTACH PIPES TO EACH ROOF JOIST PERPENDICULAR TO PIPES, AND TO JOISTS PARALLEL TO THE PIPES AT 7' - 6" ON CENTER.

6. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

7. C8x11.5 UNDER MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

8. HSS6x6x1/2 MEDIA MESH SCREEN SUPPORT. COORDINATE EXACT LOCATION AND COUNT OF POSTS WITH SCREEN MANUFACTURER'S REQUIREMENTS. FINAL DESIGN TO BE COORDINATED WITH FINAL SCREEN CUT SHEETS.

9. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

10. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.

/SEE C5 S-501

/SEE B1 S-741 /A1 S-741

/SEE C2 S-561

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:43

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-141

201704

03/23/2018

J ANDERSONC ROMERO

HIGH ROOF FRAMING PLAN - AREA 1

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1HIGH ROOF FRAMING PLAN - AREA 1

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 20: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1'

1'

2 3 4 5

5

8 11

11

14

14

A

E

J

K

T

D'

E'

E'

8'

D

9

9

7

7

A'

5'

4'

2'

R

S7'

12

12

G

C

C'

W18x71

HSS10x10x1/2

W14x82

W10x39

W12x45

W12x45 W12x45

W12x45

W10x45 W10x45

HSS10x10x1/2HSS10x10x5/16HSS10x10x5/16HSS8x8x5/16

HSS14x14x5/16

HSS10x10x5/16

HSS10x10x1/2

W14x53

W14x74

W12x40

HSS14x14x1/2HSS14x14x1/2

HSS14x14x5/16

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2

HSS8x8x5/16

HSS10x10x1/4

W14x68

W14x43

HSS10x10x3/8

HSS12x12x5/16

HSS10x10x5/16

HSS10x10x5/16

/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

41/

MA

TC

H L

INE

SE

E S

HE

ET

A1

S-1

41

A5

S-301

C5

S-301

A4

S-301

C4

S-301

A3

S-301

A5

S-303

C5

S-303

A4

S-303

C4

S-303

A3

S-303

C3

S-303

A2

S-303

C2

S-303

A1

S-303

C1

S-303

A5

S-304

23' - 0" 31' - 8" 28' - 4" 17' - 3 1/2" 15' - 7"

1' - 7 1/4"

17' - 1 1/4" 16' - 0" 17' - 10 1/2"

5' - 2 1/2"

16' - 11 1/8"

30' -

0"

17' - 3 1/2" 17' - 2 1/4" 33' - 1 1/4" 17' - 10 1/2" 5' - 2 1/2" 16' - 11 1/8"

S-201

B5

S-201

C5

S-201

A4

S-201

B4

S-201

C4

BRACED FRAME

BRACED FRAME

BRACED FRAME

BRACED FRAME

BR

AC

ED

FR

AM

E

3' -

0"

2' -

1 1

/2"

54' -

10

3/8"

30' -

0"

17' -

11"

12' -

1"

3' -

8"

11' -

4"

14' -

11

7/8"

W16x26 W12x14

DECK BRG= 137' - 4 3/4"

W16x36

DECK BRG= 137' - 4 3/4"

W21x48 CAM =1 1/4"

DECK BRG= 137' - 4 3/4"

W18x35 CAM =1"

DECK BRG= 137' - 4 3/4"

W18x35 CAM =1"

DECK BRG= 137' - 4 3/4"

W21x44 CAM =1 1/4"

DECK BRG= 139' - 3 1/8"

W40x199 CAM =1 1/2"

DECK BRG= 139' - 3 1/8"

W40x167 CAM =1 1/4"

W30

x99

CA

M =

1 1/

4"

DECK BRG= 138' - 7 5/8"

W27x84 CAM =3/4"

DECK BRG= 138' - 7 5/8"

W24x68

DECK BRG= 138' - 7 5/8"

W24x55 CAM =3/4"

DECK BRG= 138' - 7 5/8"

W27x84 CAM =3/4"

W12x14

W16

x26W

12x1

9

W16

x26

W16x26

W16

x26

W12

x19

W16x26

2.5K

3

2.5K

3

2.5K

3

2.5K

3

2.5K

3

2.5K

3

W12x16

W12

x19

2.5K

32.5K

3

2.5K

3

2.5K

3

W12x19

W16

x31

DECK BRG= 138' - 0 1/8"

W16x31

DECK BRG= 138' - 0 1/8"

W18x40

DECK BRG= 138' - 0 1/8"

W24x68 CAM =3/4"

DECK BRG= 138' - 0 1/8"

W24x55

W30x99 CAM =1 1/2" DECK BRG= 137' - 11 1/4"

W24x68W30x99 CAM =1"

24K

7

24K

722K

6

22K

7

22K

7

22K

6

22K

6

22K

6

22K

6

22K

6

22K

6

22K

6

22K

6

W14

x22

22K

6

22K

7

W14

x22

22K

6

W14

x22

W16

x26

W14

x22

W14

x22

W16

x26

W16

x26

W14

x22

W16

x31

W16

x31

W16

x26

W16

x26

W16

x26

W14

x26

W14

x26

24K

7

24K

7

24K

7

2.5K

322

K7

22K

5

10K

1 W16

x31

W14

x22

W14

x22

22K

7

W16

x31

W16

x31

W16

x31

W16

x31

W16

x26

W14

x22

22K

7

W16

x26

W16

x26

W16

x26

W24

x68

W16

x26

W16

x26

W16

x26

W16

x26

W16

x26

22K

9 S

P

22K

9 S

P

22K

9 S

P

W16

x26

W24

x55

CA

M =

1 1/

2"

W24

x62

CA

M =

1 1/

2"

W24

x62

CA

M =

1 1/

2"

W24

x62

CA

M =

1 1/

2"

W24

x68

CA

M =

1 1/

2"

W24

x68

CA

M =

1 1/

2"

40LH

11 S

P

W24

x55

CA

M =

1 1/

2"

W24

x55

CA

M =

1 1/

2"

W24

x55

CA

M =

1 1/

2"

40LH

11

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

20K

316K

2W12

x14

36LH

10 C

AM

=1

1/2"

40LH

12

10K

1

W24x68

W12

x14

W16x31 CAM =1 1/2"

10K

1

12K

1

14K

1

16K

2

16K

3W24x68 CAM =3/4"

W30x90 CAM =3/4"

W12

x14

W14

x22

W16x26 CAM =3/4"

W24x55W14x22

W16

x31

2.5K

3

2.5K

32.5K

3

2.5K

3

W16x31 CAM =1 1/2"

W24x55 CAM =1 1/2"

2.5K

3

2.5K

3

2.5K

3

2.5K

3

2.5K

3

2.5K

3

W21

x48

CA

M =

1 1/

2"

W21

x48

CA

M =

1 1/

2"

W21

x48

CA

M =

1 1/

2"

W21

x48

CA

M =

1 1/

2"

W21

x48

CA

M =

1 1/

2"

48LH

13

W24

x62

CA

M =

1 1/

2"

36LH

12

36LH

12

36LH

10 S

P

36LH

12

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 4

0LH

11

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 3

6LH

09

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 3

2LH

09

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 3

2LH

08

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 3

2LH

07

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 2

8K10

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 2

8K9

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 2

8K7

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 2

4K7

22K

5

C3

S-332

TYP

B3

S-541

TYP

C3

S-332

TYP

D5

S-331

TYP

1' -

2"

13

13

W12

x14

DECK BRG= 137' - 4 3/4"

W16x31

W16x26

W14x22

W16x40

W12x19

C5

S-542

B5

S-541

TYP

B5

S-541

TYP

B5

S-541

W16

x26

e5

e6

e7

e7.1

e7.8

e8

eB1

eB2

eB3 eB eC

eC

eD

eE

eE.5

eE.8

eFeG eH

eJeJ.1 eJ.2

eJ.3

eBB.3

S-201

A3

DECK BRG EL= 138' - 1"

DECK BRG EL= 138' - 1 1/2"

DECK BRG EL= 138' - 7 1/8"

DECK BRG EL= 138' - 10 3/4"

DECK BRG EL= 139' - 4 5/8"

DECK BRG EL= 138' - 10 1/2"

DEC

K BR

G E

L= 1

38' -

5 1

/8"

DEC

K BR

G E

L= 1

37' -

10

3/4"

W10x12

DECK BRG EL= 137' - 11 1/4"

DECK BRG EL= 138' - 2 3/4"

DECK BRG EL= 137' - 10 7/8"

DECK BRG EL= 137' - 8 1/4"

DECK BRG EL= 137' - 10 1/8"

DECK BRG EL= 137' - 11 1/4"

DECK BRG EL= 138' - 0 1/4"

W24

x55

CA

M =

1 1/

2"

W24

x55

CA

M =

1 1/

2"

W12x14

DECK BRG EL= 138' - 3 1/4"

40' - 10 7/8"

1' - 2"

1' -

2"

10.5

22K

6

22K

6

22K

6

12K

1

12K

1

12K

1

12K

1

12K

1

W16x26

W16

x31

CAM

=1"

20K

3

20K

3

16K

2

20K

4

16K

3

16K

2

W24

x62

CA

M =

1 1/

2"

W24

x55

CA

M =

1 1/

2"

W24

x55

CA

M =

1 1/

2"

D5

S-541

TYP

D5

S-541

TYP

C5

S-541

TYP

1 12

11 2112

11

2

5

5

55

5

5

5

5

5

5

5

5

5' - 7"

5' - 9" 6' - 0"

6

6

6

6

17,500#

17,500#

9,000#

18,500#

7

7

7

7

7

7

7

A5

S-542

B5

S-542

B2

S-541

S-401

C2

RIDGE LINE

8

8

8

8

B4

S-542

22' -

2 3

/4"

B3

S-541TYP

B3

S-541TYP

C5

S-542

C5

S-542

D5

S-541

SIM

47°

S-542

D4

A.02A.02

4.8

4.8

4.2

4.2

S-203

C5

A.01A.01

S-203

D5

S-203

C4

S-203

D4

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 4

8LH

13

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 5

2DLH

11

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 4

0LH

12

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 3

6LH

12

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 5

2DLH

13

DO

UB

LE P

ITC

HE

D T

OP

CH

OR

D 5

6DLH

13

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL FRAMING, AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. JOIST MANUFACTURER TO DESIGN JOISTS/JOIST GIRDER FOR AN ADDITIONAL 1,800 POUND POINT LOAD DUE TO OPERABLE WALL PARTITION AT EACH HANGER LOCATION (±48" ON CENTER AS SHOWN ON PLAN). TOTAL LIVE LOAD DEFLECTION (INCLUDING OPERABLE WALL LOADING) SHALL NOT EXCEED L/600. INDICATE DESIGNED ATTACHMENT POINTS ON BOTTOM CHORD OF JOIST GIRDER.

4. FUTURE OPERABLE PARTITION BELOW. JOIST MANUFACTURER TO DESIGN FOR FUTURE LOADS SHOWN IN KEYNOTE 3.

5. HYDRONIC PIPING - SEE MECHANICAL AND PLUMBING DRAWINGS FOR MORE INFORMATION. STRUCTURE HAS BEEN DESIGNED TO SUPPORT HYDRONIC PIPING ONLY IN THE LOCATIONS SHOWN. HYDRONIC PIPES SHALL NOT BE LOCATED ELSEWHERE UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. JOIST MANUFACTURER TO DESIGN FOR 1.2x THE LOAD INDICATED ON PLAN (UNFACTORED DEAD LOAD). LOADS SHOWN ON PLAN IS THE TOTAL WEIGHT OF THE PIPE GROUP. WHERE NO LOAD IS SHOWN, THE LOAD IS ACCOUNTED FOR IN THE ROOF DEAD LOAD. UNLESS NOTED OTHERWISE WITH THE JOIST MANUFACTURER, CONTRACTOR SHALL ATTACH PIPES TO EACH ROOF JOIST PERPENDICULAR TO PIPES, AND TO JOISTS PARALLEL TO THE PIPES AT 7' - 6" ON CENTER.

6. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

7. C8x11.5 UNDER MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

8. HSS6x6x1/2 MEDIA MESH SCREEN SUPPORT. COORDINATE EXACT LOCATION AND COUNT OF POSTS WITH SCREEN MANUFACTURER'S REQUIREMENTS. FINAL DESIGN TO BE COORDINATED WITH FINAL SCREEN CUT SHEETS.

9. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

10. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.

/SEE C5 S-501

/SEE B1 S-741 /A1 S-741

/SEE C2 S-561

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. JOISTS ARE SPACED EQUALLY BETWEEN SUPPORTS, AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

7. PROVIDE JOIST BRIDGING PER THE 42ND EDITION OF THE SJI SPECIFICATIONS AND OSHA REQUIREMENTS.

8. STEEL JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND ROOF JOIST GIRDERS SUPPORTING MECHANICAL UNITS FOR 1.2x MECHANICAL UNIT WEIGHTS SHOWN. USE [_] PSF DEAD LOAD AND [_] PSF LIVE LOAD UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL LOADS. NOTIFY STEEL JOIST MANUFACTURER OF ANY DISCREPANCIES.

9. CONTRACTOR SHALL COORDINATE ALL STEEL JOIST SEAT DEPTHS WITH STEEL JOIST FABRICATOR. ALL BEARING ELEVATIONS SHOWN ON PLANS, ARE TO TOP OF JOISTS (DECK BEARING) AND DO NOT INCORPORATE THE DEPTH OF THE JOIST SEATS.

10. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

11. SEE SHEET S-331 FOR TYPICAL ROOF FRAMING SECTIONS.

12. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

13. SEE SHEET S-501 THRU S-561 FOR FRAMING DETAILS.

14. SEE SHEET S-601 FOR SCHEDULES.

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:48

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-142

201704

03/23/2018

J ANDERSONC ROMERO

HIGH ROOF FRAMING PLAN - AREA 2

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A1HIGH ROOF FRAMING PLAN - AREA 2

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 21: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

18 21

U

Q

HSS12x12x1/2 HSS12x12x1/2

HSS12x12x1/2

S-203

A3

A3

S-302

A2

S-302

C5

S-304

A4

S-304

27' -

1"

34' - 0"

S-203

A4

W18x40 MOMENT FRAME

W18

x40

MO

ME

NT

FR

AM

E

W18x40 MOMENT FRAME

W18

x40

MO

ME

NT

FR

AM

E

W16x36

W16x36

W16x36

W16x36

D1.5

R

HSS12x12x1/2

S-203

A2

S-203

A5

1. SOME SHEET KEYNOTES MAY NOT APPLY TO THIS SHEET.

2. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE BRACED FRAMES. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

3. DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY DIMENSIONS NOT SHOWN.

5. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

6. JOISTS ARE SPACED EQUALLY BETWEEN SUPPORTS, AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

7. PROVIDE JOIST BRIDGING PER THE 42ND EDITION OF THE SJI SPECIFICATIONS AND OSHA REQUIREMENTS.

8. STEEL JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND ROOF JOIST GIRDERS SUPPORTING MECHANICAL UNITS FOR 1.2x MECHANICAL UNIT WEIGHTS SHOWN. USE [_] PSF DEAD LOAD AND [_] PSF LIVE LOAD UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL LOADS. NOTIFY STEEL JOIST MANUFACTURER OF ANY DISCREPANCIES.

9. CONTRACTOR SHALL COORDINATE ALL STEEL JOIST SEAT DEPTHS WITH STEEL JOIST FABRICATOR. ALL BEARING ELEVATIONS SHOWN ON PLANS, ARE TO TOP OF JOISTS (DECK BEARING) AND DO NOT INCORPORATE THE DEPTH OF THE JOIST SEATS.

10. STRUCTURAL COLD FORMED METAL STUDS SHALL BE 6" WIDE, UNLESS NOTED OTHERWISE. STUD THICKNESS AND SPACING BY OTHERS.

11. SEE SHEET S-331 FOR TYPICAL ROOF FRAMING SECTIONS.

12. SEE SHEET S-711 THRU S-741 FOR TYPICAL DETAILS.

13. SEE SHEET S-501 THRU S-561 FOR FRAMING DETAILS.

14. SEE SHEET S-601 FOR SCHEDULES.

1. MECHANICAL OPENING. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS. FOR TYPICAL FRAMING, AND

2. MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

3. JOIST MANUFACTURER TO DESIGN JOISTS/JOIST GIRDER FOR AN ADDITIONAL 1,800 POUND POINT LOAD DUE TO OPERABLE WALL PARTITION AT EACH HANGER LOCATION (±48" ON CENTER AS SHOWN ON PLAN). TOTAL LIVE LOAD DEFLECTION (INCLUDING OPERABLE WALL LOADING) SHALL NOT EXCEED L/600. INDICATE DESIGNED ATTACHMENT POINTS ON BOTTOM CHORD OF JOIST GIRDER.

4. FUTURE OPERABLE PARTITION BELOW. JOIST MANUFACTURER TO DESIGN FOR FUTURE LOADS SHOWN IN KEYNOTE 3.

5. HYDRONIC PIPING - SEE MECHANICAL AND PLUMBING DRAWINGS FOR MORE INFORMATION. STRUCTURE HAS BEEN DESIGNED TO SUPPORT HYDRONIC PIPING ONLY IN THE LOCATIONS SHOWN. HYDRONIC PIPES SHALL NOT BE LOCATED ELSEWHERE UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. JOIST MANUFACTURER TO DESIGN FOR 1.2x THE LOAD INDICATED ON PLAN (UNFACTORED DEAD LOAD). LOADS SHOWN ON PLAN IS THE TOTAL WEIGHT OF THE PIPE GROUP. WHERE NO LOAD IS SHOWN, THE LOAD IS ACCOUNTED FOR IN THE ROOF DEAD LOAD. UNLESS NOTED OTHERWISE WITH THE JOIST MANUFACTURER, CONTRACTOR SHALL ATTACH PIPES TO EACH ROOF JOIST PERPENDICULAR TO PIPES, AND TO JOISTS PARALLEL TO THE PIPES AT 7' - 6" ON CENTER.

6. 3" (BETWEEN FINISHES) BUILDING EXPANSION JOINT.

7. C8x11.5 UNDER MECHANICAL UNIT, COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

8. HSS6x6x1/2 MEDIA MESH SCREEN SUPPORT. COORDINATE EXACT LOCATION AND COUNT OF POSTS WITH SCREEN MANUFACTURER'S REQUIREMENTS. FINAL DESIGN TO BE COORDINATED WITH FINAL SCREEN CUT SHEETS.

9. PORTION OF EXISTING WALL TO BE REMOVED, SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENING.

10. HSS6x6x1/4 ELEVATOR RAIL SUPPORT POST. COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.

/SEE C5 S-501

/SEE B1 S-741 /A1 S-741

/SEE C2 S-561

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:50

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-143

201704

03/23/2018

J ANDERSONC ROMERO

TOWER ROOF FRAMING PLAN - AREA 1

CASINO 4

Pricing Set - 95%

SCALE: 1/4" = 1'-0"A2TOWER ROOF FRAMING PLAN - AREA 1

GENERAL SHEET NOTES

SHEET KEYNOTE

No. Description Date

Page 22: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

18 19

W14

x43

W14

x43

HSS5x5x1/4HSS5x

5x1/

4

HSS4x4x3/8HSS4x4x3/8

DECK BRG= 125' - 0 1/8"

W16x67

TOS EL= 114' - 5 3/4"

HSS10x6x1/2 LSH

S-211

B4

S-211

B4

OPP

S-211

E3

S-211

E4

S-211

E4

OPP

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

AE

HSS5x5x5/16

HSS5x5

x5/1

6

W14

x43

W14

x43

TOS EL= 114' - 5 3/4"

HSS10x8x1/2 LSH

HSS5x5x1/4

HSS5x5x1/4

W16x67

S-211

C4OPP

S-211

B4

S-211

E3

S-211

A2

S-211

E4

OPP

LEVEL 1100' - 0"

JK

HS

S14

x14x

3/8

HS

S14

x14x

3/8

HS

S8x8x3/8HS

S8x8

x3/8

W16x26

HSS5x5x1/4HSS5x

5x1/4

W16x67

S-211

A4OPP

S-211

A4

S-211

A3

S-211

B2

S-211

B2

OPP

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

JK

HS

S12

x12x

1/2

HS

S12

x12x

1/2

HSS6x6x5/16HSS6x6

x5/1

6

TOS EL= 114' - 5 3/4"

W14x26

HSS7x7x1/2

HSS

7x7x

1/2

W24x68

S-211

A4 OPP

S-211

A4S-211

A3

S-211

B2

S-211

B2

OPP

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

17 18

HSS6x6x

1/4HSS6x6x1/4 W

14x4

3

W14

x43 TOS EL= 114' - 5 3/4"

HSS14x10x3/8 LSH

DECK BRG= 125' - 0 1/8"

W18x76

HSS5x5x5/16HSS5x5x5/16

S-211

A4

S-211

B4OPP

S-211

E3

S-211

E4

S-211

E4

OPP

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

HSS5x5x1/4H

SS5x

5x1/

4

W12

x40

W14

x68

HSS5x5x1/4

W14x22

TOS EL= 114' - 5 3/4"

HSS8x6x3/8 LSH

HIGH GIRT LEVEL130' - 0"

HSS

5x5x

1/4

HSS8x4x3/8 LSHHSS4x4

x1/4 HSS4x4x1/4

S-211

B4

S-211

B4

OPP

S-211

E3

S-211

B3

S-211

B3

OPP

S-211

C2

20' - 0 9/16"97

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

4'3'

HSS6x

6x3/

8

HSS6x6x3/8

TOS EL= 114' - 5 3/4"

W21x44 (22) HS

S10

x10x

1/2

HS

S10

x10x

1/2

HS

S6x6

x5/1

6HS

S6x6x5/16

W16x40

S-211

A4

OPPS-211

A4S-211

A3

S-211

B2

S-211

B2

OPP

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

4 5

TOS EL= 114' - 5 3/4"

W24x62

HSS6x6x5/16HSS6x6x

5/16

W12

x45

W12

x45 HSS5

x5x1

/4

HSS5x5x1/4

DECK BRG= 137' - 4 3/4"

W16x31

HIGH GIRT LEVEL130' - 0"

HSS4x4x5/16HSS4x4x5/16

TOS EL= 130' - 0"

HSS10x6x1/2 LSH

S-211

B4 OPP

S-211

B4 S-211

A3

S-211

B3

S-211

B3

OPP

S-211

C2

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

2 3

TOS EL= 114' - 5 3/4"

W18x40

HSS5x5x1/4HSS5x

5x1/

4

W12

x45

W12

x45H

SS4x

4x1/

4HSS4x4x1/4

DECK BRG= 137' - 4 3/4"

W16x36

HIGH GIRT LEVEL130' - 0"

HSS4x4x1/4HSS4x4x1/4

TOS EL= 130' - 0"

HSS8x6x3/8 LSH

S-211

B4

OPPS-211

B4S-211

A3

S-211

B3

S-211

B3

OPP

S-211

C2

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

EJ

TOS EL= 114' - 5 3/4"

W18x35 (28)

HSS10x10x3/8

HSS10x

10x3

/8

HS

S10

x10x

1/2

HS

S10

x10x

1/2

HSS

10x1

0x3/

8

HSS10x10x3/8

W24x68

S-211

A4OPP

S-211

A4 S-211

A3

S-211

B2

S-211

B2

OPP

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

EC

HS

S6x6

x5/1

6 HS

S6x6x5/16

HS

S8x

8x5/

16

HS

S8x

8x5/

16

TOS EL= 114' - 5 3/4"

W12x19 (12)

HS

S6x6x5/16H

SS

6x6x

5/16

W14x26

S-211

A4OPP

S-211

A4

S-211

C3

S-211

C3

OPP

S-211

C2

S-211

C2

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

D B

HS

S6x

6x5/

16

HS

S5x5

x1/4

HS

S5x5x1/4

TOS EL= 114' - 5 3/4"

W14x22 (12)

S-211

A4 OPPS-211

A4

S-211

C2

HS

S10

x10x

5/16

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:23

:57

AM

1/8" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-201

201704

03/23/2018

J ANDERSONC ROMERO

BRACED FRAME ELEVATIONS

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"B3BRACED FRAME ELEV ON GRID A

SCALE: 1/8" = 1'-0"C1BRACED FRAME ELEV ON GRID 19

SCALE: 1/8" = 1'-0"D3BRACED FRAME ELEV ON GRID 17

SCALE: 1/8" = 1'-0"A5BRACED FRAME ELEV ON GRID 15

SCALE: 1/8" = 1'-0"D5BRACED FRAME ELEV ON GRID T

SCALE: 1/8" = 1'-0"B5BRACED FRAME ELEV ON GRID E'

SCALE: 1/8" = 1'-0"C5BRACED FRAME ELEV ON GRID D'

SCALE: 1/8" = 1'-0"A4BRACED FRAME ELEV ON GRID A

SCALE: 1/8" = 1'-0"B4BRACED FRAME ELEV ON GRID A

SCALE: 1/8" = 1'-0"C4BRACED FRAME ELEVATION ON GRID 5

SCALE: 1/8" = 1'-0"A3BRACED FRAME ELEV ON GRID 2

SCALE: 1/8" = 1'-0"D4BRACED FRAME ELEV ON GRID 10.5

No. Description Date

Page 23: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

HS

S10

x10x

3/8

PO

ST

S-202

B4

S-202

C5

TYPS-202

C5

OPP

S-202

B5

TYPS-202

B5

OPP

S-202

D3

S-202

B2OPP

W18x86

W18x71

EQEQEQEQEQEQEQEQEQEQ

2-L6

x6x7

/16

2-L6

x6x7

/16

2-L6

x6x7

/16

2-L6

x6x7

/16

2-L6

x6x7

/16

2-L6

x6x7

/16

2-L6

x6x7

/162-L6x6x7/16

2-L6x6x7/16

2-L6x6x7/16

2-L6

x6x7

/162-L6x6x7/16

2-L6

x6x7

/162-L6x6x7/16

L = 92' - 1 1/8"

DECK BRG ELSEE PLAN

DECK BRG ELSEE PLAN

DECK BRG EL

SEE PLAN

DECK BRG EL

SEE PLAN

2-L6

x6x7

/16

2-L6

x6x7

/16

2-L6

x6x7

/16

14' -

1 5

/8"

14' -

3 1

1/16

"

2-L6

x6x7

/16

L/3L/3L/3

SP

LIC

E

SP

LIC

E

S-202

D5

S-202

D5

S-202

D5S-202

D5

S-202

C3

@ L6x6 WEB MEMBERS

EQ

EQ

EQ

EQ

EQ

EQ

2 SPACER PLATES TO MATCH GUSSET PLATE THICKNESS

TRUSS WELD SCHEDULEWEB MEMBER WELD "A" LENGTH "A" WELD "B" LENGTH "B" WELD "C" LENGTH "C"

L6x6x7/16 DIAG 5/16 35" --- --- 5/16 6"

L6x6x7/16 VERT --- --- 5/16 6" --- ---

A

PL 1/2"

CTYP

B

TRUSS WELD SCHEDULEWEB MEMBER WELD "A" LENGTH "A" WELD "B" LENGTH "B" WELD "C" LENGTH "C"

L6x6x7/16 DIAG 5/16 19" --- --- 5/16 12"

L6x6x7/16 VERT --- --- 5/16 12" --- ---

BC

APL 1/2"

TRUSS WELD SCHEDULEWEB MEMBER WELD "A" LENGTH "A" WELD "B" LENGTH "B" WELD "C" LENGTH "C"

L6x6x7/16 DIAG 5/16 19" --- --- 5/16 12"

L6x6x7/16 VERT --- --- 5/16 12" --- ---

A

B

5/16C

5/16

PL 1/2" TYP

1" M

IN

GRID

TOP CHORD

2 1/2"3 1/2" 1 1/2"

3"3"

3"3"

3"3"

2 1/2"

1" THRU PLATE (50 KSI)

12-1"DIA A490 BOLTS W/ 2" LONG SLOTS @ GRID G4

6-3/4"DIA BOLTS

5/8

PL 1/2"

5/16 12TYP

CLSPLICE

1 1/

2"3"

3"3"

1 1/

2"

6 1/4"

3 1/4"

2"

@ W18x86 - PL 1"x9"x1' - 2" TOP AND BOTTOM@ W18x71 - PL 1"x6"x1' - 2" TOP AND BOTTOM

1/43 SIDES

5/163 SIDES

PL 1/2" W/ 1" DIA ERECTION BOLTS AS REQUIRED

BM WEB TOBEAM WEB

M

NOTE:SEE ELEVATION FOR SIZES

SE

E E

LEV

AT

ION

PL SEE SCHED

PL SEE SCHED

SEE SCHED

SEE SCHED

GRID

TOP CHORD

PL 1/2"

5/16 12TYP

3/8" CAP PL

5/16

5/8" STIF PL EA SIDE

1/4

TRUSS TOCAP PL

5/16

3 SIDESTYP

GRID

2 1/2"

3"

3"3"

3"3"

3"

3/16

PL 3/8" W/ 10-3/4"DIA A325 BOLTS IN STD HOLES TYP

TRUSS BOTTOM CHORD SEE ELEVATION

POST SEE PLAN

BEAM SEE PLAN

DECK BRG EL

SEE PLAN

GRID

TOP CHORD

PL 1/2"

5/16 12TYP

1" CAP PL

3/16COL TO PL

5/8" STIF PL EA SIDE

5/16

3 SIDESTYP

4-3/4"DIA BOLTS IN LONG SLOTS IN BOT FLANGE OF CHORD

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:00

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-202

201704

03/23/2018

J ANDERSONC ROMERO

TRUSS ELEVATIONS AND DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 1/4" = 1'-0"A2HIGH/LOW ROOF TRUSS ELEVATION

SCALE: 3/4" = 1'-0"D4TRUSS WEB SPACER PLATE DETAIL

SCALE: 1" = 1'-0"B4TRUSS DETAIL

SCALE: 1" = 1'-0"B5TRUSS DETAIL

SCALE: 1" = 1'-0"C5TRUSS DETAIL

SCALE: 3/4" = 1'-0"C4TRUSS DETAIL

SCALE: 1" = 1'-0"D5TRUSS DETAIL

SCALE: 3/4" = 1'-0"B3TRUSS SECTION

SCALE: 3/4" = 1'-0"D3TRUSS DETAIL

SCALE: 3/4" = 1'-0"C3TRUSS FRAMING DETAIL

SCALE: 3/4" = 1'-0"B2TRUSS BEARING DETAIL

No. Description Date

Page 24: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

LEVEL 1100' - 0"

18 21

ENTRY CANOPY116' - 0"

W33x221

HS

S12

x12x

1/2

HS

S12

x12x

1/2

HSS12x10x3/8

HSS12x10x3/8

HSS12x10x3/8

W18x40 MOMENT FRAME

14' - 2 5/8"

12' - 0 3/4"

10' - 3"

10' - 7 5/8"

45' -

9 1

/16"

52' -

1 1

1/16

"

LEVEL 1100' - 0"

U Q

ENTRY CANOPY116' - 0"

HS

S12

x12x

1/2

HS

S12

x12x

1/2

HSS12x10x3/8

HSS12x10x3/8

HSS12x10x3/8

W18x40 MOMENT FRAME

W16x31 W16x31

10' -

9 7

/8"

12' -

0 3

/4"

14' -

2 5

/8"

11' -

1 9

/16"

52' -

1 1

1/16

"

47' -

0 5

/8"

LEVEL 1100' - 0"

T UQ

ENTRY CANOPY116' - 0"

W18x40 MOMENT FRAME

HSS12x10x3/8

HSS12x10x3/8

W14x22 W12x14

W12x14

TOS EL= 108' - 5 1/2"

HSS10x6x1/4

HS

S12

x12x

1/2

W14

x43

HS

S12

x12x

1/2

TOS EL= 139' - 2"

TOS EL= 151' - 5"

45' -

9 1

/16"

40' -

8"

LEVEL 1100' - 0"

LOWER ROOF125' - 0"

181921

ENTRY CANOPY116' - 0"

HS

S8x

8x1/

4

HS

S12

x12x

1/2

W12x14

HS

S12

x12x

1/2

DECK BRG= 125' - 8 3/4"

W16x31 CAM =1 1/4"

W12x14

HSS12x10x3/8

HSS12x10x3/8

W18x40 MOMENT FRAME

TOS EL= 140' - 3 3/4"

TOS EL= 152' - 6 3/4"

10' -

11

7/8"

4' -

7 1

/4"

47' -

0 5

/8"

40' -

8"

LEVEL 1100' - 0"

LEVEL 1100' - 0"

4.8 4.2

TOS EL= 140' - 6"

HSS8x6x3/8

TOS EL= 130' - 0"

HSS8x6x3/8

TOS EL= 120' - 0 5/8"

HSS8x6x3/8

TOS EL= 110' - 1 7/8"

HSS8x6x3/8

HS

S8x

6x1/

2

HS

S8x

6x1/

2

LEVEL 1100' - 0"

LEVEL 1100' - 0"

4.8 4.2

TOS EL= 110' - 1 7/8"

HSS8x6x3/8

TOS EL= 120' - 0 5/8"

HSS8x6x3/8

TOS EL= 130' - 0"

HSS8x6x3/8

TOS EL= 140' - 6"

HSS8x6x3/8

HS

S8x

6x1/

2

HS

S8x

6x1/

2

LEVEL 1100' - 0"

LEVEL 1100' - 0"

AA.02 A.01

TOS EL= 140' - 6"

HSS8x6x3/8

TOS EL= 130' - 0"

HSS8x6x3/8

TOS EL= 120' - 0 5/8"

HSS8x6x3/8

TOS EL= 110' - 1 7/8"

HSS8x6x3/8

HS

S8x

6x1/

2

HS

S8x

6x1/

2

LEVEL 1100' - 0"

LEVEL 1100' - 0"

A A.02A.01

TOS EL= 110' - 1 7/8"

HSS8x6x3/8

TOS EL= 120' - 0 5/8"

HSS8x6x3/8

TOS EL= 130' - 0"

HSS8x6x3/8

TOS EL= 140' - 6"

HSS8x6x3/8

HS

S8x

6x1/

2

HS

S8x

6x1/

2

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:05

AM

1/8" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-203

201704

03/23/2018

J ANDERSONC ROMERO

TOWER ELEVATIONS AND DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 1/8" = 1'-0"A3TOWER FRAMING ELEV ON GRID U

SCALE: 1/8" = 1'-0"A4TOWER FRAMING ELEV ON GRID 21

SCALE: 1/8" = 1'-0"A2TOWER FRAMING ELEV ON GRID 18

SCALE: 1/8" = 1'-0"A5TOWER FRAMING ELEV ON GRID Q

SCALE: 1/8" = 1'-0"C5EXT STAIR TOWER ELEV ON GRID A.02

SCALE: 1/8" = 1'-0"D5EXT STAIR TOWER ELEV ON GRID A.01

SCALE: 1/8" = 1'-0"C4EXT STAIR TOWER ELEV ON GRID 4.2

SCALE: 1/8" = 1'-0"D4EXT STAIR TOWER ELEV ON GRID 4.8

No. Description Date

Page 25: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

GRID

SEE SCHEDULE

"C"

"A"

"B"

ERECTION BOLT AT REQ'D

BRACE SIZE PL THICKNESS WELD "A" LENGTH "A" WELD "B"

1/2" 5/16 5" 5/16

WELD "C"

5/16

1"

1"

1"

HSS5x5

1/2" 5/16 6" 5/16 5/16HSS6x6

1/2" 5/16 7" 5/16 5/16HSS7x7

5/8" 5/16 8" 5/16 5/16HSS8x8

5/8" 5/16 10" 5/16 5/16HSS10x10

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

1/2" STIF PLEA SIDE TYP

"A" "A"TYP

1/43 SIDES

PL "B" TYP1"

TY

P

"B"TYP

TYP1" M

IN

FRAME ELEVATION WELD "A" LENGTH "A" PL "B" WELD "B"

1/4 4" 1/2" 5/16

BRACE SIZE

HSS4x4x1/4

5/16 5" 1/2" 5/16HSS5x5x1/4

5/16 6" 1/2" 5/16HSS6x6x1/4

5/16 6" 5/8" 5/16HSS6x6x5/16

5/16 6" 5/8" 5/16HSS6x6x3/8

5/16 8" 5/8" 5/16HSS8x8x3/8

/D3 S-201

TYPICAL

5/16 6" 1/2" 5/16HSS5x5x1/4

5/16 14" 5/8" 7/16HSS8x8x3/8

5/16 10" 5/8" 5/16HSS10x10x3/8

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

1/2" STIF PLEA SIDE TYP

"A" "A"TYP

1/43 SIDES

PL "B"

1" T

YP

"B"

FRAME ELEVATION WELD "A" LENGTH "A" PL "B" WELD "B"

1/4 4" 1/2" 5/16

BRACE SIZE

HSS4x4x1/4

5/16 6" 1/2" 3/8HSS5x5x1/4

5/16 10" 1/2" 3/8HSS6x6x5/16

TYPICAL

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

GRID

PL "D" W/ 3/4"DIA A325SC BOLTS IN STD HOLES AS FOLLOWS:3 @W12, W144 @W16, W185 @W216 @W247 @W27

3"3"

3"3"

3"3"

3"

PL "C" W/ 3/4"A325SC "C" BOLTS IN STD HOLES

PL "A"

2 1/2"

"C"

"A"

"B"

"D"

1/2" CAP PL @ TOPOF COLUMN

FRAME ELEVATION WELD "A" LENGTH "A" PL "A" WELD "B"

5/16 5" 3/8" 5/16

BRACE SIZE

HSS5x5x1/4

PL "C"

3/8"

WELD "C"

5/16

BOLTS "C"

3

PL "D"

3/8"

WELD "D"

5/16

TYP1" M

IN

TYPICAL

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

GRID

SEE SCHEDULE

"C"

"A"

"B"

1"

1"

ERECTION BOLT AT REQ'D

BRACE SIZE PL THICKNESS WELD "A" LENGTH "A" WELD "B" WELD "C"

1/2" 5/16 5" 5/16 5/16

PL 1/2" STIFFENER 1"

1/2" 5/16 6" 5/16 5/16

1/2" 5/16 7" 5/16 5/16

5/8" 5/16 8" 5/16 5/16

5/8" 5/16 10" 5/16 5/16

HSS5x5

HSS6x6

HSS7x7

HSS8x8

HSS10x10

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

FRAME ELEVATION WELD "A" LENGTH "A" PL "A" WELD "B"

5/16 12" 3/8" 5/16

BRACE SIZE

HSS5x5x1/4

PL "C"

3/8"

WELD "C"

5/16

BOLTS "C"

5

PL "D"

3/8"

WELD "D"

5/16

GRID

PL "D" W/ 3/4"DIA A325SC BOLTS IN STD HOLES AS FOLLOWS:3 @W12, W144 @W16, W185 @W216 @W247 @W27

3"3"

3"3"

3"3"

3"

PL "C" W/ 3/4" A325SC "C" BOLTS IN STD HOLES

PL "A"

2 1/2"

"C"

"A"

"B"

"D"

1/2" CAP PL @ TOPOF COLUMN

TYP1" M

IN

5/16 6" 5/16 3/8" 5/16 3 3/8" 5/165/16 6" 3/8" 5/16HSS6x6x5/16 3/8" 5/16 3 3/8" 5/16

5/16 14" 1/2" 5/16HSS7x7x1/2 3/8" 5/16 5 3/8" 5/16

TYPICAL

5/16 10" 1/2" 5/16HSS10x10x1/2 3/8" 5/16 5 3/8" 5/16

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

GRID

1 1/2"

3"3"

PL "A"

3"3"

3"

"D"

"B"

"A" "A"

"C"

FRAME ELEVATION WELD "A" LENGTH "A" PL "A" WELD "B"

1/4 4" 3/8" 5/16

BRACE SIZE

HSS4x4x1/4

5/16 5" 3/8" 5/16HSS5x5x1/4

PL "C"

3/8"

3/8"

WELD "C"

5/16

5/16

BOLTS "C"

2

2

PL "A" W/ 3 - 3/4"DIA A325SC BOLTS IN STD HOLES MIDDLE

1 1/2"

3/8 6" 3/8" 5/16HSS6x6x1/4 3/8" 5/16 3

3"3"

3"

TYPICAL

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

BOLTS "C" - 3/4"DIA A325SC BOLTS IN STD HOLES TOP AND BOTTOM

1"

GRID

PL "C" W/ 3/4" A325SC BOLTS IN STD HOLES

2 1/2"

3"3"

3"3"

3"3"

3"

PL "A"

"D"

"B"

"A"

"C"

PL "D" W/ 3/4"DIA A325SC "C" BOLTS IN STD HOLES AS FOLLOWS:3 @W12, W144 @W16, W185 @W216 @W247 @W27

FRAME ELEVATION WELD "A" LENGTH "A" PL "A" WELD "B"

5/16 6" 1/2" 5/16

BRACE SIZE

HSS6x6x5/16

PL "C"

3/8"

WELD "C"

5/16

BOLTS "C"

3

PL "D"

3/8"

WELD "D"

5/16TYPICAL

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

GRID

3"3"

3"3"

3"3"

3"

PL "A"

2 1/2""D"

"A" "A"

"B"

1/2" CAP PL @ TOPOF COLUMN

1/2" STIFFENER PL

PL "C" W/ 3/4" DIA A325SC "C" BOLTS IN STD HOLES

FRAME ELEVATION WELD "A" LENGTH "A" PL "A" WELD "B"

1/4 4" 3/8" 5/16

BRACE SIZE

HSS4x4x1/4

PL "C"

3/8"

WELD "C"

5/16

BOLTS "C"

2

PL "D"

3/8"

WELD "D"

5/16

PL "D" W/ 3/4"DIA A325SC BOLTS IN STD HOLES AS FOLLOWS:3 @W12, W144 @W16, W185 @W216 @W247 @W27

5/16 5" 3/8" 5/16HSS5x5x1/4 1/2" 5/16 2 3/8" 5/16

5/16 5" 3/8" 5/16HSS5x5x5/16 1/2" 5/16 2 3/8" 5/16

"C"

TYPICAL

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

GRID

SEE SCHEDULE

"C"

"A"

"B"

ERECTION BOLT AT REQ'D

1"

1"

1"

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

BRACE SIZE PL THICKNESS WELD "A" LENGTH "A" WELD "B" WELD "C"

1/2" 5/16 5" 5/16 5/16

1/2" 5/16 6" 5/16 5/16

1/2" 5/16 7" 5/16 5/16

5/8" 5/16 8" 5/16 5/16

5/8" 5/16 10" 5/16 5/16

HSS5x5

HSS6x6

HSS7x7

HSS8x8

HSS10x10

"A" "A"TYP

PL "B" TYP"B"TYP

TYP1" M

IN

FRAME ELEVATION WELD "A" LENGTH "A" PL "B" WELD "B"

1/4 4" 1/2" 5/16

BRACE SIZE

HSS4x4x1/4

1/4 4" 1/2" 5/16HSS4x4x3/8

5/16 5" 1/2" 5/16HSS5x5x1/4

5/16 5" 1/2" 5/16HSS5x5x5/16

5/16 6" 1/2" 5/16HSS6x6x1/4

5/16 8" 3/4" 5/16HSS8x8x1/4

TYPICAL

NOTES:1. LENGTHS GIVEN ARE SINGLE SIDE LENGTHS.2. LONGER GUSSET/WELD LENGTHS MAY BE REQUIRED WHERE BRACE SLOPE VARIES FROM 1:1.3. ALL BOLTS SHALL BE SLIP CRITICAL

1" T

YP

WORK POINT

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:09

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-211

201704

03/23/2018

J ANDERSONC ROMERO

BRACED FRAME DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"C4BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"A3BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"C2BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"A2BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"B4BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"B2BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"B3BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"C3BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"E4BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"A4BRACED FRAME CONNECTION

SCALE: 3/4" = 1'-0"E3BRACED FRAME CONNECTION

No. Description Date

Page 26: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-321

B5

S-331

A5

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-331

B5

S-321

B5

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-321

B5

S-331

B5

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

C5

S-321

B5

S-331

A5

HIGH GIRT LEVEL130' - 0"

A.01

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-331

A5

S-321

E2

HIGH GIRT LEVEL130' - 0"

A.01

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

C5

S-331

A5

S-321

E2

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-331

B5

S-321

E2

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-331

A5

S-321

E2

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-331

A5

S-321

E2

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

A

S-311

A5

S-331

A5

S-321

E2SIM

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:14

AM

1/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-301

201704

03/23/2018

J ANDERSONC ROMERO

WALL SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 1/4" = 1'-0"A5WALL SECTION

SCALE: 1/4" = 1'-0"C5WALL SECTION

SCALE: 1/4" = 1'-0"A4WALL SECTION

SCALE: 1/4" = 1'-0"C4WALL SECTION

SCALE: 1/4" = 1'-0"A3WALL SECTION

SCALE: 1/4" = 1'-0"C3WALL SECTION

SCALE: 1/4" = 1'-0"A2WALL SECTION

SCALE: 1/4" = 1'-0"C2WALL SECTION

SCALE: 1/4" = 1'-0"A1WALL SECTION

SCALE: 1/4" = 1'-0"C1WALL SECTION

No. Description Date

Page 27: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

19

S-311

A5

S-331

B5

S-321

E2SIM

20

S-312

C5

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

19

S-311

A5

S-331

B5

S-321

E2

S-312

C5

LEVEL 1100' - 0"

19

S-311

A5

S-331

B5

S-321

E2

20

S-312

C5

LEVEL 1100' - 0"

19

ENTRY CANOPY116' - 0"

S-311

A5

S-331

B5

S-321

E2

20

S-312

C5

LEVEL 1100' - 0"

21

ENTRY CANOPY116' - 0"

S-311

C5

S-332

A5

HSS DOOR SUPPORT SEE ARCH FOR ELEVATION

LEVEL 1100' - 0"

U

ENTRY CANOPY116' - 0"

S-311

C5

S-331

C1

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

T

S-312

A4

S-331

A5

S-321

E2SIM

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

T R

S-312

A4

S-331

A5

S-321

E2

S-332

A4

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:17

AM

1/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-302

201704

03/23/2018

J ANDERSONC ROMERO

WALL SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 1/4" = 1'-0"A5WALL SECTION

SCALE: 1/4" = 1'-0"C5WALL SECTION

SCALE: 1/4" = 1'-0"A4WALL SECTION

SCALE: 1/4" = 1'-0"C4WALL SECTION

SCALE: 1/4" = 1'-0"A3WALL SECTION

SCALE: 1/4" = 1'-0"A2WALL SECTION

SCALE: 1/4" = 1'-0"A1WALL SECTION

SCALE: 1/4" = 1'-0"C1WALL SECTION

No. Description Date

Page 28: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

8'

S-311

A5

S-331

A5

S-321

E2

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

8'

S-312

C2

S-321

E2

S-331

A5

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

8'

S-311

A5

S-331

A5

S-321

E2

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

E'

S-311

A5

S-331

A5

S-321

E2SIM

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

E'

S-311

C5

S-331

A5

S-321

E2

HIGH GIRT LEVEL130' - 0"

LEVEL 1100' - 0"

7'

S-312

B5

S-332

D5eJ

LEVEL 1100' - 0"

D'

S-312

C5

e8

S-312

A5

S-332

B4

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

D'

S-321

C4

S-332

B4

S-312

B5

e8

S-312

C5

S-332

D4

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

D'

S-312

B5

S-321

C4

S-332

B4e8

S-311

A3

SIM

S-312

C5

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

D'

S-321

C4

S-312

B5

e8

S-332

A3

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:22

AM

1/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-303

201704

03/23/2018

J ANDERSONC ROMERO

WALL SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 1/4" = 1'-0"A5WALL SECTION

SCALE: 1/4" = 1'-0"C5WALL SECTION

SCALE: 1/4" = 1'-0"A4WALL SECTION

SCALE: 1/4" = 1'-0"C4WALL SECTION

SCALE: 1/4" = 1'-0"A3WALL SECTION

SCALE: 1/4" = 1'-0"C3WALL SECTION

SCALE: 1/4" = 1'-0"A2WALL SECTION

SCALE: 1/4" = 1'-0"C2WALL SECTION

SCALE: 1/4" = 1'-0"A1WALL SECTION

SCALE: 1/4" = 1'-0"C1WALL SECTION

No. Description Date

Page 29: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

LEVEL 1100' - 0"

LEVEL 2 FIN FLR115' - 0"

1'

S-311

A5

S-321

C2

eC

18

TOWER TOS158' - 0"

S-331

B1

S-331

B5

Q

TOWER TOS158' - 0"

TOWER TOS158' - 0"

S-331

B1

S-331

A5

17

S-331

B5

S-331

B1

S-331

B1

S-331

A5

GUARDRAIL SEE ARCH TYP

EQEQ

SEE SCHED

EQ EQ

SEE SCHED

3"

S-312

D5

S-312

D5

TYP

TYP

EXT SLAB SEE CIVIL TYP

1/2" EXP MATL W/ CONT SEALANT TYP

NOTE: COORDINATE ALL RISE, RUN,

ELEVATIONS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS

LEVEL 1100' - 0"

S-313

B5

COLD-FORMED METAL FRAMING BY OTHERS

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:26

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-304

201704

03/23/2018

J ANDERSONC ROMERO

WALL SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 1/4" = 1'-0"A5WALL SECTION

SCALE: 1/4" = 1'-0"C5WALL SECTION

SCALE: 1/4" = 1'-0"A4WALL SECTION

SCALE: 1/4" = 1'-0"C4WALL SECTION

SCALE: 1/4" = 1'-0"D4WALL SECTION

SCALE: 3/4" = 1'-0"A1EXT RAMPS AT ENTRY

SCALE: 1/4" = 1'-0"C3WALL SECTION

No. Description Date

Page 30: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

GRID

FIN FLRSEE PLAN

TO GRADE BEAMSEE PLAN

SEE PLAN

VERT WALL REINF W/ STD HOOK INTO GRADE BEAM

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

30# FELT JOINT

GRADE BEAM SEE SCHED FOR SIZE AND REINF

EQ

SCHED

SEE EQ

2"

COMPRESSIBLE MATERIAL

PERIMETER INSUL SEE ARCH

5/8"

2' - 0"

2' -

0"

FIN FLR ELSEE PLAN

TO TIE BEAM ELSEE PLAN

4-#6 CONT TOP

4-#6 CONT BOT

#3 STIRRUPS @ 8" OC

GRID

8"

GRADE BEAM SEE PLAN

STEM WALL SEE PLAN

SEE PLAN

4"1'

- 0

"2'

- 0

"1'

- 0

"4"

SEE PLAN 11 3/8" 6" 4"

EQ

EQ

CENTER OF BUMP OUT

PLAN

GRID

FIN FLR

SEE PLAN

TO GRADE BEAM

SEE PLAN

VERT WALL REINF W/ STD HOOK INTO GRADE BEAM

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT 30# FELT JOINT

GRADE BEAM SEE SCHED FOR SIZE AND REINF

PERIMETER INSUL SEE ARCH

SEE PLAN

PROVIDE STD HOOK ON SLAB REINF

EQ EQ

SCHED

SEE

GRID

FIN FLR

SEE PLAN

TO GRADE BEAM

SEE PLAN

SEE PLAN

VERT WALL REINF W/ STD HOOK INTO PIER CAP

STEM WALL SEE SCHED

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

30# FELT JOINT

LINE OF GRADE BEAM BEYOND

PERIMETER INSUL SEE ARCH

SCHED BASE PL & AHR BOLTS

3" NON-SHRINK GROUT

DWLS W/ STD HOOK TO MATCH VERT PIER REINF TYP

5-#4 W/ STD HOOK EA END, EA WAY T&B

B3

S-311

5/8"

GRID

FIN FLR

SEE PLAN

TO PIER EL

SEE PLAN

30# FELT JOINT

SCHED BASE PL & AHR BOLTS

3" NON-SHRINK GROUT

PIER SEE SCHED

PIER SPLICE

2' -

0"

DWLS TO MATCH VERT PIER REINF

GRID

FIN FLR

SEE PLAN

TO PIER CAP

SEE PLAN

30# FELT JOINT

PIER CAP SEE SCHED

SCHED BASE PL & AHR BOLTS

3" NON-SHRINK GROUT

PIER SEE SCHED

GRID GRID

FIELD VERIFY

FIELD VERIFY

SEE PLAN

TO PIER CAP EL

SEE PLAN

FIN FLR EL

SEE PLAN

SCHED BASE PLATE & AHR BOLTS

3" NON-SHRINK GROUT

PIER CAP, SEE PLAN

EXIST COLUMN

EXISTING STUD WALL

8"

EXIST FIN FLR ELFIELD VERIFY

GRID

EXIST TO CAP ELFIELD VERIFY

GRIDSEE PLAN

TOP PIER CAP ELSEE PLAN

FIN FLR EL

SEE PLAN

SCHED BASE PLATE & AHR BOLTS

3" NON-SHRINK GROUT

PIER SEE SCHED

PIER CAP, SEE PLAN

GRID

1/2" EXP MATL W/ CONT SEALANT

TRACK & ATTACHMENT BY OTHERS

EXT SLAB SEE ARCH

PIER CAP SEE SCHED

PIER SEE SCHED

DWLS W/ STD HOOK TO MATCH VERT PIER REINF TYP

SCHED BASE PL & AHR BOLTS

30# FELT JOINT

TIE BEAM

TO PIER CAP ELSEE PLAN

FIN FLR ELSEE PLAN

GRADE BEAM BEYOND

NOTE: EXTEND GRADE BEAM REINFORCING THRU CAP

5/8"

6" WALL STUDS BY OTHERS

VERT WALL REINF W/ STD HOOK INTO PIER CAP

SEE PLAN

GRID

FIN FLR

SEE PLAN

TO GRADE BEAM

SEE PLAN

SEE PLAN

VERT WALL REINF W/ STD HOOK INTO GRADE BEAM

STEM WALL SEE SCHED

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

30# FELT JOINT

GRADE BEAM SEE SCHED FOR SIZE AND REINF

2"

VAPOR RETARDER

COMPRESSIBLE MATERIAL

PERIMETER INSUL SEE ARCH

4-#6 W/ STD HOOK

SEE SCHED

5/8"

SEE PLANGRID

FIN FLRSEE PLAN

TO GRADE BEAMSEE PLAN

VERT WALL REINF W/ STD HOOK INTO GRADE BEAM

30# FELT JOINT

GRADE BEAM SEE SCHED FOR SIZE AND REINF

EQ

SCHED

SEE EQ

2"

COMPRESSIBLE MATERIAL

GRID

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

GRID

4" CLR

FIN FLR EL

SEE PLAN

EXISTING STUD WALL

8"

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

F.V

SEE PLAN

8"

GRID4' - 0"

6"

1

1

TO GRADE BEAM ELSEE PAN

TO GRADE BEAM ELSEE PLAN

#6 Z-BARS TO MATCH SPACING OF CONT GRADE BEAM REINF

#6 Z-BARS TO MATCH SPACING OF CONT GRADE BEAM REINF

DWLS W/ STD HOOK TO MATCH VERT PIER REINF TYP

TO TIE BEAM ELSEE PLAN

PER LAP SCHED

#6 TO MATCH TIE BEAM REINF

TO TIE BEAM ELSEE PLAN

PIER SEE SCHED

PIER CAP, SEE PLAN

Ld LdDOWELS TO MATCH GRADE BEAM REINFORCING

GRIDGRID

SEE PLAN

5/8" SEE PLAN

30# FELT JOINT

SCHED BASE PL & AHR BOLTS DRILL AND EPOXY INTO EXISTING PIER CAPEXIST CONSTRUCTION

FIELD VERIFY

EXT SLAB SEE ARCH TYP

1/2" EXP MATL W/ CONT SEALANT TYP

6" COLD-FORMED METAL FRAMING BY OTHERS

FIN FLR EL

SEE PLAN

TO PIER CAP EL

FIELD VERIFY

3" NON-SHRINK GROUT

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:30

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-311

201704

03/23/2018

J ANDERSONC ROMERO

FOUNDATION SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A5PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"A3TYPICAL TIE BEAM SECTION

SCALE: NTSB3GRADE BEAM AT WALL BUMPOUT

SCALE: 3/4" = 1'-0"C5PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"D5PERIMETER COLUMN FDN SECTION

SCALE: 3/4" = 1'-0"A4INTERIOR COLUMN FDN SECTION

SCALE: NTSB4INTERIOR COLUMN SECTION

SCALE: 3/4" = 1'-0"B2FOUNDATION SECTION

SCALE: 3/4" = 1'-0"A1FOUNDATION SECTION

SCALE: 3/4" = 1'-0"D4PERIMETER COL FNDN SECTION

SCALE: 3/4" = 1'-0"C4PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"B5FOUNDATION SECTION

SCALE: 3/4" = 1'-0"C3FOUNDATION SECTION

SCALE: 3/4" = 1'-0"C1STEP IN GRADE BEAM AT COLUMN

SCALE: 3/4" = 1'-0"B1TYP GRADE BEAM STEP

SCALE: 3/4" = 1'-0"D1SECTION AT GRADE BEAM TO PIER CAP

SCALE: 3/4" = 1'-0"D2FOUNDATION SECTION AT EXISTING

No. Description Date

Page 31: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

FIN FLRSEE PLAN

TO GRADE BEAMFIELD VERIFY

#4 DWL DRILL & EPOXY INTO EXIST STEMWALL @ 32" OC

8"

8"4"EXIST CONSTR FIELD VERIFY

FIN FLRSEE PLAN

TO GRADE BEAMFIELD VERIFY

8"

8"EXIST CONSTR FIELD VERIFY

#4x24" DWL DRILL AND EPOXY INTO EXISTING STEM WALL @ 32" OC

EXIST WALL FIELD VERIFY

4"

ACCESS FLOORING SEE ARCH

FIN FLR ELSEE PLAN

FIN FLR ELSEE PLAN

8"

10"

1' - 0"

3" C

LR

8"

#4 @ 24" OC TRANS

2-#4 CONT

#4 Z-BAR @ 12" OC

#4 CONT @ 12" OC

LAP SEE SCHED

3" C

LR

SEE SCHED

EQ EQ

GUARDRAIL SEE ARCH#4 DWL @ 18" OC

24

24

3/4" CHAMFER

1/2" EXP MATL W/ CONT SEALANT

EXT SLAB SEE ARCH VERT WALL REINF

W/ STD HOOK INTO FTG

TO FTG EL

SEE PLAN

TO RAMP EL

SEE ARCH

GRID

FIN FLR

SEE PLAN

TO GRADE BEAM

SEE PLAN

SEE PLAN

VERT WALL REINF W/ STD HOOK INTO GRADE BEAM

STEM WALL SEE SCHED

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

30# FELT JOINT

GRADE BEAM SEE SCHED FOR SIZE AND REINF

EQ

SCHED

SEE EQ

PERIMETER INSUL SEE ARCH

5/8"

8"

8"

ACCESS FLOORING SEE ARCH

FIN FLR

SEE PLAN

FIN FLR

SEE PLAN

TO GRADE BEAM

FIELD VERIFY

EXIST CONSTR FIELD VERIFY

8"

4" 8"

ACCESS FLR SEE ARCH

FIN FLR

SEE PLAN

EXIST CONSTR FIELD VERIFY

#4x24" DWL DRILL AND EPOXY INTO EXISTING STEM WALL @ 32" OC

GRID

FIN FLR

SEE PLAN

TO GRADE BEAM

SEE PLANVERT WALL REINF W/ STD HOOK INTO GRADE BEAM

STEM WALL SEE SCHED

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

30# FELT JOINT

GRADE BEAM SEE SCHED FOR SIZE AND REINF

EQ

SCHED

SEE EQ

PERIMETER INSUL SEE ARCH

8"

8"

ACCESS FLOORING SEE ARCH

SEE PLAN

FIN FLR

SEE PLAN

FIN FLR

SEE PLAN

TO GRADE BEAM

FIELD VERIFY

EXIST CONSTR FIELD VERIFY

8"

8"

ACCESS FLR SEE ARCH

FIN FLR

SEE PLAN

#4x24" DWL DRILL AND EPOXY INTO EXIST @ 32" OC

4"

ACCESS FLOORING SEE ARCH

FIN FLR EL

SEE PLAN

FIN FLR EL

SEE PLAN

8"

1' -

6"

1' - 0"

3" C

LR

8"

#4 @ 24" OC TRANS

2-#4 CONT

#4 Z-BAR @ 12" OC

#4 CONT @ 12" OC

LAP SEE SCHED

S-311

A3

GRID

FIN FLRSEE PLAN

TO GRADE BEAMSEE PLAN

SEE PLAN

VERT WALL REINF W/ STD HOOK INTO PIER CAP

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

TRACK & ATTACHMENT BY OTHERS TYP

6" WALL STUDS BY OTHERS TYP

30# FELT JOINT

LINE OF GRADE BEAM BEYOND

PERIMETER INSUL SEE ARCH

SCHED BASE PL & AHR BOLTS

3" NON-SHRINK GROUT

DWLS W/ STD HOOK TO MATCH VERT PIER REINF TYP

B3

S-311

5/8" SEE B3/S-311

STEMWALL BEYOND

5/8"

SIM

TO GB ELSEE PLAN

FIN FLR ELSEE PLAN

DWL W/ STD HOOKTO MATCH VERT REINF INTO GRADE BEAM SEE SCHED FOR SIZE AND SPACING

GROUT ALL CELLS BELOWGRADE

2-#5 CONT IN BOND BEAM

30# FELT JOINT

SEE SCHED

EQEQ

SEE SCHED

EQ EQ

FIN FLR ELSEE PLAN

TOF ELSEE PLAN

3" C

LR

DWL W/ STD HOOKTO MATCH VERT REINF INTO GRADE BEAM SEE SCHED FOR SIZE AND SPACING

GROUT ALL CELLS BELOWGRADE SOLID

1-#4 CONT

30# FELT JOINT

2-#5 CONT IN BOND BEAM. EXTEND 24" BEYOND EACH SIDE OF OPENING

21

/SEE B5 S-711

FIN FLR EL

SEE ARCH

TO SLAB ELSEE PLAN

COLD-FORMED METAL FRAMING BY OTHERS TYP

WALLS PER PLAN

WOOD FLR SEE ARCH

PROVIDE DIAGONAL BRACING @ 8' - 0" OC MINIMUM EA DIRECTION ATTACH @ EA END W/ 3-#10 TEK SCREWS

#4 @ 12" OC EA WAY TOP & BOT

1' -

0"

3" C

LR

FIN FLR ELSEE ARCH

TO SLAB EL

SEE PLAN

1/8 1@12

CONT L4x4x1/4

COLD-FORMED METAL STUD FRAMING BY OTHERS

WOOD FLR SEE ARCH

NOTE: DECK DIRECTION MAY VARY SEE PLAN

3" C

LR

4"

1' -

0"

#4 @ 12" OC EA WAY TOP & BOT

GRID

FIN FLRSEE PLAN

TO GRADE BEAMSEE PLAN

SEE PLAN

VERT WALL REINF W/ STD HOOK INTO GRADE BEAM

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

TRACK & ATTACHMENT BY OTHERS TYP

6" WALL STUDS BY OTHERS TYP

30# FELT JOINT

GRADE BEAM SEE SCHED FOR SIZE AND REINF

EQ 8" EQ2"

COMPRESSIBLE MATERIAL

PERIMETER INSUL SEE ARCH

5/8"

SEE SCHED

STEMWALL BEYOND

5/8"

SEE PLAN

GRADE BEAM BEYOND

AS REQD

4"

B3

S-311

CO

OR

DIN

AT

E W

/ FR

EE

ZE

R M

FR

10"

MA

X

FIN FLR EL

SEE PLAN

BAR TO MATCH SLAB REINF 1

2

1' - 4" 1' - 4"

COORD WITH ELECTRICAL CONTR

1/2" RADIUS TYP

3"

AD

JAC

EN

T G

RD

2' -

0"

BE

LOW

3-#5 CONT TYP

#5 @ 48" OC TYP

10" CONC SLAB W/ #5 @ 18" OC EA WAY TOP & BOT F'C = 4500 PSI W/ 4% - 7% AIR ENTRAINMENT

11

NOTE: PROVIDE SOIL/SITE PREPARATION FOR SPREAD FOUNDATIONS AS RECOMMENDED IN GEOTECHNICAL REPORT

6"

1/2" EXP MATL W/ CONT SEALANT TYP

EXT SLAB SEE ARCH

FIN FLR ELSEE PLAN

FIN FLR ELSEE PLAN

S-312

C5

S-312

C3

TO GB EL

SEE PLAN

FIN FLR EL

SEE PLAN

DWL W/ STD HOOKTO MATCH VERT REINF

GROUT ALL CELLS BELOWGRADE

2-#5 CONT IN BOND BEAM

30# FELT JOINT

FIN FLR EL

SEE PLAN

ACCESS FLOORING SEE ARCH

SEE SCHED

EQ EQ

8"

FIN FLR EL

SEE PLAN

CONT PL 1/2"x6" W/ 1/2"DIAx4" HAS @ 24" OC DISCONTINUE @ BM CONN AS REQD

8"

2-#4 CONT

S-501

D5

WATERPROOFING SEE ARCH

#4 U-BAR @ 12" OC

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:34

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-312

201704

03/23/2018

J ANDERSONC ROMERO

FOUNDATION SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A5PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"B5PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"C5ACCESS FLOORING SECTION

SCALE: 3/4" = 1'-0"D5EDGE OF EXT RAMP SECTION

SCALE: 3/4" = 1'-0"A4PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"C4PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"B4PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"D4PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"A3ACCESS FLOORING SECTION

SCALE: 3/4" = 1'-0"B3PERIMETER COLUMN FDN SECTION

SCALE: 3/4" = 1'-0"C3INTERIOR FOUNDATION SECTION

SCALE: 3/4" = 1'-0"D3INT CMU STEMWALL AT OPNG

SCALE: 3/4" = 1'-0"A2FLR FRAMING SECTION

SCALE: 3/4" = 1'-0"B2FLR FRAMING SECTION

SCALE: 3/4" = 1'-0"C2PERIMETER FOUNDATION SECTION

SCALE: 3/4" = 1'-0"D2DEPRESSED SLAB AT FREEZER

SCALE: 3/4" = 1'-0"A1EXTERIOR EQUIPMENT PAD SECTION

SCALE: 3/4" = 1'-0"B1ACCESS FLOORING SECTION

SCALE: 3/4" = 1'-0"C1INTERIOR FOUNDATION SECTION

SCALE: 3/4" = 1'-0"D1FLR FRAMING DETAIL

No. Description Date

Page 32: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

3" C

LR

SEE SCHED

EQ EQ

GUARDRAIL SEE ARCH#4 DWL @ 18" OC

24

24

3/4" CHAMFER

30# FELT JOINT

VERT WALL REINF W/ STD HOOK INTO FTG

TO FTG ELSEE PLAN

TO RAMP ELSEE ARCH

8"

8"

8"

FIN FLR EL

SEE PLAN

5/8"

FIN FLR ELSEE PLAN

2' -

0"

8"

1' - 0"

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

6" COLD-FORMED METAL STUDS BY OTHERS COLD-FORMED METAL

TRACK AND ATTACHMENT BY OTHERS

2-#5 CONT

#4 DWL W/ HOOK EA END @ 18" OC

FIN FLR ELSEE PLAN

2' -

0"

8"

1' - 0"

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

2-#5 CONT

#4 DWL W/ HOOK EA END @ 18" OC

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:35

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-313

201704

03/23/2018

J ANDERSONC ROMERO

FOUNDATION SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A5EDGE OF INTERIOR RAMP SECTION

SCALE: 3/4" = 1'-0"B5FOUNDATION SECTION

SCALE: 3/4" = 1'-0"C5FOUNDATION SECTION @ DOOR

No. Description Date

Page 33: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

11 3/8"

CONT L5x3x1/4 LLH TYP

3/16 2@12TYP

6" WALL STUDS BY OTHERS

GRIDGRID

FIELD VERIFY

BEAM SEE PLAN

CONT BENT PL SEE D2/S-712

COLUMN SEE PLAN

EJ FIELD VERIFY

EXISTINGCONSTRUCTION

NOTE:PROVIDE BLOCKOUT AS REQ'D FOR EXPANSION JOINT COVER

FIN FL ELSEE PLAN

VERT SLIDE CLIP BY OTHERS

CELLULAR DECK SEE SCHED

NOTE:CONTRACTOR TO COORDINATE CONCRETE PLACEMENT OVER DIFFERENT DECK TYPES. IF A CONSTRUCTION JOINT IS DESIRED,CONTRACTOR TO ENSURE WELDED WIRE MESH IS CONTINUOUS THRUJOINT.

GRID

L6x6x5/16x0'-6" TOP & BOT

EXISTING COLUMN

1/4

VERIFY

FIELD

HSS BEAM, SEE PLAN

PL 1/4" STIFF PL @ CL OF ANGLE

HSS COL, SEE PLAN

1/4

EXISTING BEAM TO REMAIN

L8x4x5/16x6" TOP & BOT

FIELD VERIFY

1/4

1/4" STIFF PL @ CL OF ANGLE

GRID

EXSITING CONSTRUCTION

GRID

VARIES FIELD VERIFY

CENTERLINE OF WIND GIRT

EJ SEE PLAN

ALL STUDS BY OTHERS

GRID

SEE PLAN

S-741

B4

FIN FLR EL

SEE PLAN

VERT SLIDE CLIP BY OTHERS

6" WALL STUDS BY OTHERS

GRID

SEE PLAN

FIN FLR EL

SEE PLAN

S-741

A4

VERT SLIDE CLIP BY OTHERS

6" WALL STUD BY OTHERS

S-541

B3

FIN FLR ELSEE PLAN

3/16 2 @ 24

1/8

3/16 2 @ 8

SEE ARCH

GUARDRAIL SEE ARCH

L5x3x1/4 LLH W/3/4" DIA x 2 1/2" HAS@ 24" OC

CONT [L6x4x5/16] LLV

FIN FLR EL

SEE PLAN

3" CLR

GRID

SEE PLAN

S-741

A4

FIN FLR EL

SEE PLAN

TYP

3" CLR

GRID

SEE PLAN

S-741

B4

FIN FLR EL

SEE PLAN

TYP

GRID

FIN FLR ELSEE PLAN

S-741

A4

SEE PLANEJ (BETWEEN FINISHES)

PLANSEE

EXIST WALL FIELD VERIFY

6" METAL STUD AND TRACK BY OTHERS

GRID

FIN FLR ELSEE PLAN

S-741

B4

2" PLANSEE

EXIST WALL FIELD VERIFY

1'

S-741

A4

eC

6" WALL STUDS BY OTHERS

VERT SLIDE CLIP BY OTHERS

GRID

SEEE PLAN

TOS ELSEE PLAN

WIND GIRT SEE PLAN

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:38

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-321

201704

03/23/2018

J ANDERSONC ROMERO

FLOOR FRAMING SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A2FRAMING SECTION

SCALE: 3/4" = 1'-0"A3SECTION AT ROOF / EXISTING

SCALE: 1" = 1'-0"C3SECT AT MEZZANINE DECK CHANGE

SCALE: 3/4" = 1'-0"B2HSS HEADER TO EXISTING COLUMN

SCALE: 3/4" = 1'-0"E3EXISTING BM TO HSS COL

SCALE: 3/4" = 1'-0"B3SECTION AT EXISTING WIND GIRT

SCALE: 3/4" = 1'-0"A5FLOOR FRAMING SECTION

SCALE: 3/4" = 1'-0"B5FLOOR FRAMING SECTION

SCALE: 3/4" = 1'-0"C5FLOOR DECK TRANSITION

SCALE: 3/4" = 1'-0"E5FLOOR FRAMING SECTION

SCALE: 3/4" = 1'-0"A4FLOOR EXPANSION JOINT

SCALE: 3/4" = 1'-0"B4FLOOR EXPANSION JOINT

SCALE: 3/4" = 1'-0"C4FLOOR FRAMING SECTION

SCALE: 3/4" = 1'-0"E4FLOOR FRAMING SECTION

SCALE: 3/4" = 1'-0"C2FRAMING SECTION

SCALE: 3/4" = 1'-0"E2FRAMING SECTION

No. Description Date

Page 34: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

TO

P C

HO

RD

OF

EX

IST

JO

IST

TO

P C

HO

RD

OF

EX

IST

JO

IST

L5x3

x1/4

LLV

L5x3x1/4 LLV

L5x3

x1/4

LLV

L5x3x1/4 LLV

NOTE: INSTALL OPENINGS INCOMPLIANCE WITH OSHA REQUIREMENTSINCLUDING 1926.754 OF 29 CFR

L5x3x1/4

L4x4x1/4

PLAN

3/16 2@12

L4x4x1/4

L4x4x1/4

3/16

EXISTING CONSTRUCTION

TOP OF WALLF.V.

GRID

6" WALL STUDS BY OTHERS

CONT TRACK & ATTACHMENT BY OTHERS

F.V.

GRID

BEAM SEE PLAN

CONT BENT PLSEE D5/S-311

DECK BEARING ELSEE PLAN

SEE PLANEJ

1/8

3/16 2-12

4-#10 TEK SCREWS TYP

TOP OF WALLEL SEE ARCH

L3x3x1/4 BRACE KICKERS @ 24"OC

3/16

S-541

B1

GLAZING OR DOOR, PER ARCH. DESIGN BY MFR, SEE GSN FOR ADD'T INFO

SEE PLAN

S-741

C4

EXISTING CONSTRUCTION

TOP OF WALLF.V.

GRID

6" WALL STUDS BY OTHERS

TRACK & ATTACHMENT BY OTHERS

SEE PLAN

GRID

BEAM SEE PLAN

DECK BRG ELSEE PLAN

SEE PLAN

PLAN

SEEEJ

1/8

4-#10 TEK SCREWS TYP

TOP OF WALL

EL SEE ARCH

S-741

C4

RIGID CLIP BY OTHERS

S-541

B1

GRID

BEAM SEE PLAN

TRACK & ATTACHMENT BY OTHERS TYP

6" WALL STUDS BY OTHERS TYP

DECK BEARING EL

SEE PLAN

TOP OF WALLSEE ARCH

WF WIND GIRTSEE PLAN

8"

SEE PLAN

CONT BENT PLSEE D5/S-311

HSS BLOCKING BETWEEN JOIST SEE PLAN

3/16 2-12

VERT SLIDE CLIP BY OTHERS S-331

B1

VERT SLIDE CLIP BY OTHERS TYP

GRID

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

DECK BEARING ELSEE PLAN

SEE PLAN

TOP OF WALLSEE ARCH

NOTE:DECK DIRECTION MAY VARY

VERT SLIDE CLIP BY OTHERS

S-741

C4

GRID

TRACK & ATTACHMENT BY OTHERS TYP

6" WALL STUDS BY OTHERS TYP

DECK BEARING ELSEE PLAN

TOP OF WALL

SEE ARCH

WF WIND GIRTSEE PLAN

8"

SEE PLAN

VERT SLIDE CLIP BY OTHERS

S-331

B1

VERT SLIDE CLIP BY OTHERS TYP

S-741

D5SIM

GRID GRIDFIELD VERIFY

TRACK & ATTCHMENT BY OTHERS

6" WALL STUDS BY OTHERS

EXISTING CONSTRUCTION

TOP OF WALL

FIELD VERIFY

DECK BEARING EL

SEE PLAN

EJ SEE PLAN

TOP OF WALL

SEE ARCH

RIGID CLIP BY OTHERS

S-741

C4

GRID GRIDF.V.

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

EXISTING CONSTRUCTION

DECK BEARING ELSEE PLAN

TOP OF WALL

FIELD VERIFY

EJ VARIES

TOP OF WALL

SEE ARCH

VERT SLIDE CLIP BY OTHERS

S-741

C4

DECK BRG EL

SEE PLAN

SEE S-711 FOR SKEWED OR STD BMTO BM CONNECTION

GRID

TRACK & ATTCHMENT BY OTHERS

TO WALL ELSEE ARCH

DECK BRG ELSEE PLAN

PLAN

SEE

1"

S-741

D5

VERT SLIDE CLIP BY OTHERS

6" WALL STUD BY OTHERS

GRID

TRACK & ATTACHMENT BY OTHERS

TO WALL ELSEE ARCH

DECK BRG EL

SEE PLAN

PLAN

SEE

S-741

C4

VERT SLIDE CLIP BY OTHERS

6" WALL STUDS BY OTHERS

S-331

B1

S-741

D5

DECK BRG ELSEE PLAN

GRID

SEE PLAN

SIM

GRID

DECK BRGSEE PLAN

MIN BRG2 1/2"

SEE GENERALSTRUCTNOTES

GRID

DECK BRGSEE PLAN

MIN BRG2 1/2" TYPICAL SEE

GENERALSTRUCTNOTES

HSS2 1/2x2 1/2x3/16 BTWN JOISTS

3/16

HSS TO WFBEAM

GRID

DECK BRG

SEE PLAN

MIN BRG2 1/2"

SEE GENERALSTRUCTNOTES

GRID

DECK BRG ELSEE PLAN

S-741

C4

PLAN

SEE

EXIST WALL FIELD VERIFY

CLR2"

CONN BY COLD-FORMED METAL FRAMING SUBCONTRACTOR

6" WALL STUDS BY OTHERS

NOTE: DECK DIRECTION VARIES

BEAM OR JOIST SEE PLAN

SEE PLAN

GRID

TOW EL

SEE ARCH

GLAZ SEE ARCH

S-741

D51/2" CLR

TRACK & ATTACHMENT BY OTHERS

6" WALL STUDS BY OTHERS

S-331

B1

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:41

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-331

201704

03/23/2018

J ANDERSONC ROMERO

ROOF FRAMING SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: NTSA1TYPICAL ROOF OPENING > 12"

SCALE: 3/4" = 1'-0"D1SECTION AT STEEL ROOF EXIST

SCALE: 3/4" = 1'-0"B3ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"C2ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"C3ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"A3ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"D3SECTION AT CASINO ROOF PARAPET

SCALE: 3/4" = 1'-0"B2ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"A2SECTION AT EXISTING ROOF

SCALE: 3/4" = 1'-0"D4METAL DECK TRANSITION AT ROOF

SCALE: 3/4" = 1'-0"A5ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"B5ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"C5ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"D5ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"A4ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"B4ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"C4ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"B1TYPICAL STUD AT METAL DECK

SCALE: 3/4" = 1'-0"C1ROOF SECTION

No. Description Date

Page 35: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

SEE PLAN

GRID

TOW EL

SEE ARCH

GLAZ SEE ARCH

S-741

C41/2" CLR

CONT 600T125-43

600S162-43 @ 16" OC

S-331

B1

S-741

D5

DECK BRG ELSEE PLAN

VERT SLIDE CLIP BY OTHERS

6" WALL STUDS BY OTHERS

e8

EXPANSION JOINT

TO WALL EL

SEE PLAN

EXISTING CONSTRUCTION FIELD VERIFY

7'

6" WALL STUDS BY OTHERS

eJ

EXISTING CONSTRUCTION FIELD VERIFY

EXPANSION JOINT

TO WALL EL

SEE PLAN

BO WALL ELSEE PLAN

T R

6" WALL STUDS BY OTHERS TYP

S-331

A5

S-331

B1

6" WALL STUDS BY OTHERS TYP

STEEL TRUSS SEE ELEVATION

SEE PLAN

BRG2 1/2" MIN

1/4 2

1/8 2

GRID

DECK BRG EL

SEE PLAN

BRG4" MIN

SEE GENERALSTRUCTNOTES

GRID

DECK BRG EL

SEE PLAN

S-541

D1

4" MIN BRG

1 - #4 CONT

2 - #5 CONT IN BOND BEAM

SEE PLAN

1 - #5x3' - 0" W/ STD HOOK EA END @ 16" OC INTO SLABS

3/4"

CLR

3/4" CHAMFER

D'e8

S-331

A5

EXISTING CONSTRUCTION FIELD VERIFY

SEE PLANEJ BETWEEN FINISHES

NEW BEAM SEE PLAN

NEW CONT L4x4x3/8

NEW RIGID CLIP @ EA EXISTING STUD BY OTHERS

NEW CONT TRACK AT TOP OF NEW OPENING BY OTHERS

3/16 2@12

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:46

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-332

201704

03/23/2018

J ANDERSONC ROMERO

ROOF FRAMING SECTIONS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A5ROOF SECTION

SCALE: 3/4" = 1'-0"B4ROOF SECTION

SCALE: 3/4" = 1'-0"D5ROOF SECTION

SCALE: 3/4" = 1'-0"A4ROOF SECTION

SCALE: 3/4" = 1'-0"D3LH JOISTS BEARING @ WF GIRDER

SCALE: 3/4" = 1'-0"C3LH JOISTS BEARING @ WF GIRDER

SCALE: 1" = 1'-0"B3SAFER ROOM SLAB BRNG ON CMU

SCALE: 3/4" = 1'-0"A3ROOF FRAMING SECTION

SCALE: 3/4" = 1'-0"D4NEW BEAM AT EXISTING WALL

No. Description Date

Page 36: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

DN

UP

9

G

CHANNEL STRINGER

CHANNEL STRINGER

1A5

S-561

HSS10x10x1/4

9

G

CHANNEL STRINGER

CHANNEL STRINGER

HSS10x10x1/4

W16x26 (22)

11

2

B3

S-561

4 5

A

S-201

A4

CHANNEL STRINGER

CHANNEL STRINGER

1

A.02

4.84.2

S-203

C5

A.01

S-203

D5S-203

C4

S-203

D4

2' -

1 3

/8"

8' -

3 1

/4"

3' - 1 3/8" 22' - 8 1/2" 2' - 6 1/8"

4 5

A

S-201

A4

W12x45W12x45

CHANNEL STRINGER

CHANNEL STRINGER

CHANNEL STRINGER

CHANNEL STRINGER

CHANNEL STRINGER

CHANNEL STRINGER

CH

AN

NE

L S

TR

ING

ER

CH

AN

NE

L S

TR

ING

ER

CH

AN

NE

L H

EA

DE

R

CH

AN

NE

L H

EA

DE

R

11

1

22

A.02

4.84.2

S-203

C5

A.01

S-203

D5S-203

C4

S-203

D4

2' -

1 3

/8"

8' -

3 1

/4"

3' - 1 3/8" 22' - 8 1/2" 2' - 6 1/8"

4 5

A

S-201

A4

DECK BRG= 137' - 4 3/4"

W16x31

W12x45W12x45

CHANNEL STRINGER

CHANNEL STRINGER

CHANNEL STRINGER

CHANNEL STRINGER

CH

AN

NE

L H

EA

DE

R

CH

AN

NE

L S

TR

ING

ER

CH

AN

NE

L H

EA

DE

R

1

1

22

A.02

4.84.2

S-203

C5

A.01

S-203

D5S-203

C4

S-203

D4

2' -

1 3

/8"

8' -

3 1

/4"

3' - 1 3/8" 22' - 8 1/2" 2' - 6 1/8"

1'

D'

e8

eB1

eC18' - 2 7/8" 4' - 0"

1' - 2 5/8"

1' -

11

7/8"

4' -

6"

10' -

2 3

/8"

HSS10x10x1/2

EXIST W14x74

P21

BP3A5

S-311

A5

S-311W1

GB1

GB

1

W1

C5

S-311

P1

---

P1

---

14

E

17' -

2"

17' -

2"

14' -

6 1

/8"

12' - 6 3/4" 9' - 7 1/8"

SG5

12' - 10 3/4" 7' - 0 5/8" 5' - 9 5/8"

35' -

0"

4' -

6"

9' -

8 1

/8"

5' -

3 1

1/16

"

FIN FLR EL= 95' - 0"

W4

W4

W4

W4

W4

W4

W4

W4

GB3

GB3

GB3

GB

3

GB

3

GB

3

GB

3

GB

3

GB

3

P20

---

P20

---

P20

---

P7

---

P7

---

P7

---

C5

S-561

C5

S-561

D5

S-312

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:51

AM

1/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-401

201704

03/23/2018

J ANDERSONC ROMERO

ENLARGED PLANS

CASINO 4

Pricing Set - 95%

GENERAL SHEET NOTES

SHEET KEYNOTE

SCALE: 1/4" = 1'-0"A4ENLARGED STAIR FOUNDATION PLAN

SCALE: 1/4" = 1'-0"B4ENLARGED STAIR FRAMING PLAN

SCALE: 1/4" = 1'-0"A2ENLARGED STAIR FOUNDATION PLAN

SCALE: 1/4" = 1'-0"B2ENLARGED STAIR FRAMING PLAN

SCALE: 1/4" = 1'-0"C2ENLARGED STAIR FRAMING PLAN

1. 2" CONCRETE FILLED STAIR TREAD REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC CENTERED IN CONCRETE OVER FOLDED METAL PAN BY OTHERS.

2. 4" CONCRETE LANDING SLAB REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC CENTERED IN CONCRETE OVER METAL PAN BY OTHERS WITH STIFFENERS AT 24" ON CENTER, MAXIMUM. FINISH LANDING ELEVATION - SEE ARCHITECTURAL DRAWINGS.

1. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-561 FOR TYPICAL VERTICAL CIRCULATION SECTIONS AND DETAILS.

SCALE: 1/4" = 1'-0"C4ENLARGED FOUNDATION PLAN

SCALE: 1/4" = 1'-0"A1LOWER STORAGE ROOM FOUNDATION PLAN

No. Description Date

Page 37: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

6"

1"

GRID

1/4

PL 3/8" TYP

PL 3/4"x6"x0' - 9" W/ 2-3/4"DIA A325 BOLTS TYP

1/4" CAP PL

3"

STABILIZER PL 3/4"x6"x0' - 9" W/ 13/16"DIA HOLE DO NOT WELD BOT CHORD TO PL

DECK BRG EL

SEE PLAN

GRID

GRID

SE

E P

LAN

PLAN

3"3"

1 1/2"

OUTSIDE FACE OF PERIMETER STUD WALL

WIND GIRT SEE PLAN

COLUMN SEE PLAN W/ 3/4" STIF PL @ WIND GIRT 3/8" THRU PL CENTERED IN

DEPTH OF WIND GIRT W/ 3-3/4" DIA BOLTS IN STD HOLES

5/16

1/4 8

1"

FUTURE OPERABLE PARTITION SUPPORT

BO TRUSS/BEAM

NEW BEAM SEE PLAN

EXISTING WIND GIRT FIELD VERIFY

NEW POST SEE PLAN

L8x8x1/2x0' - 6" W/ 2-3/8" STIF PL (ALIGN WITH FACE OF COLUMN, EA SIDE)

L8x8x1/2x0' - 6" 3/16

3/16

1/4

1/4

1/4

L4x4x3/8x0' - 4" EA SIDE OF POST

3/16

3 SIDESTYP

TOS EL

SEE PLAN

1/4 2 1/2"

PL 1/2"x8"x BM DEPTH W/ 4-5/8"DIA x4 3/4" EMBED HAS

3"3"

3"

PL 1/2" W/ 3-3/4"DIA A325 BOLTS IN SHORT HORIZ SLOTS

2"

2"2"

2"

10"

8"

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:52

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-501

201704

03/23/2018

J ANDERSONC ROMERO

FRAMING DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A4JOIST GIRDERS TO HSS COL

SCALE: 3/4" = 1'-0"B5WIND GIRT TO COLUMN CONNECTION

SCALE: 3/4" = 1'-0"C5OPERABLE PARTITION SUPPORT DTL

SCALE: 3/4" = 1'-0"B4NEW BEAM AND POST EXISTING

SCALE: 3/4" = 1'-0"D5BEAM TO CONC WALL DETAIL

No. Description Date

Page 38: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

CAP PL @TOP OF COL

3"3"

3"

2 1/2"

GRID

TOS EL

SEE PLAN

SHEAR TAB TYPICAL

3"3"

3"3"

GRID

TOS EL

SEE PLAN

1/4TYP 1/2 STIF PL TYP

2 1/2"

SHEAR PLATE TYP

NOTE: AT SIM LOCATIONS PROVIDE 1" A490 BOLTS SEE PLAN

3"3"

3"3"

2 1/2"

GRID

TOS EL

SEE PLAN

SHEAR TAB TYPICAL

2"

GRID

1/4

TOS ELSEE PLAN

PL 1/2" W/ 4 BOLTS

L3x3x1/4 DIAG BRACE FROM BOT FLANGE OF BEAM TO TOP CHORD OF NEAREST JOIST

3/8" STIF PL EACH SIDE

L3x3x1/4 DIAG BRACE FROM BOT FLANGE OF BEAM TOTOP CHORD OF NEAREST JOIST

3/8" STIF PL EACH SIDEPL 1/2" W/ 4 BOLTS

2" TYP

1/4

GRID

SEE PLAN

TOS ELSEE PLAN

CLIP ANGLE TYPICAL

NOTE: SHOP BOLT ANGLE TO GIRDER

GRID

3"3"

3"3"

2 1/2"

TOS ELSEE PLAN

3"3"

3"

2 1/

2"3"

3"3"

3"

2 1/2"

DECK BRG ELSEE PLAN

GRID

NOTE: SHOP BOLT ANGLES TO GIRDER

CLIP ANGLE TYPICAL

2 1/

2"

DOUBLE CLIP ANGLE

NOTE: COPE BEAM AS REQUIRED

3"3"

3"

DECK BRG ELSEE PLAN

1/4

DOUBLE CLIP ANGLE

DECK BRG EL

SEE PLAN

NOTE: COPE BEAM AS REQUIRED

3"3"

2 1/

2"

SHEAR TAB

TOS EL

SEE PLAN

OO

30 < O < 60 60 < O < 90

5/16

NOTE: COPE FLANGES AS REQD

3/8

INCREASE GAPPER AWS D1.1

3"3"

3"

TYPM

2 1/2"SHEAR TAB W/ BOLTS IN STD HOLES

GRID

TOS ELSEE PLAN

3"3"

3"

M

2 1/2"SHEAR TAB W/ BOLTS IN STD HOLES

TYP

GRID

TOS EL

SEE PLAN

3"

GRID

CAP PL @TOP OF COL

2- 1/2" DIA A325BOLTS TYP

L4x4x3/8x0'-6" W/3/8" STIF PL

PL 1/2"x6"x0'-6" W/13/16" DIA HOLE1/4

3/16

GRID

2- 1/2" DIA A325BOLTS TYP

L4x4x3/8x0'-6" W/3/8" STIF PL

PL 1/2"x6"x0'-6" W/13/16" DIA HOLE

CAP PL @TOP OF COL

NOTE: DO NOT WELD BOTTOM CHORD TO STABILIZER PLATE

1/4TYP

3/16

3"

DECK BRG ELSEE PLAN

2- 1/2" DIA A325BOLTS TYP

L4x4x3/8x0'-6" W/3/8" STIF PL

PL 1/2"x6" W/13/16" DIA HOLE

3/16

GRID

NOTE: DO NOT WELD BOTTOM CHORD TO STABILIZER PLATE

TOP OF COL@ ROOF

1/4

3"

6"

DECK BRG ELSEE PLAN

BENT PL 3/8"x6"x1'- 4"x0'- 10"

1/4

3/16

NOTE: COORDINATE LOCATIONSWITH ARCHITECTURAL DRAWINGS

1. PROVIDE 1/4" CAP PLATE AT THE TOP OF ALL HOLLOW STRUCTURAL STEEL (HSS) COLUMNS UNLESS NOTED OTHERWISE.

2. PROVIDE 1/4" CAP PLATE AT THE TOP OF ALL PIPE COLUMNS UNLESS NOTED OTHERWISE.

3. PROVIDE 1/2" CAP PLATE AT THE TOP OF ALL WIDE FLANGE COLUMNS UNLESS NOTED OTHERWISE.

4. PROVIDE 1/4" END PLATE AT ALL EXPOSED HSS MEMBERS UNLESS NOTED OTHERWISE.

5. ALL CONNECTION CLIP ANGLES SHALL BE [L4x4x3/8] UNLESS NOTED OTHERWISE. BOLT ANGLE TO SUPPORTING MEMBER UNLESS NOTED OTHERWISE.

6. ALL CONNECTION SHEAR TABS SHALL BE PL 3/8" UNLESS NOTED OTHERWISE. PROVIDE 5/16" FILLET WELD EACH SIDE OF SHEAR TAB TO SUPPORTING MEMBER.

7. ALL BOLTS SHALL BE 3/4 " DIAMETER A325N IN SHORT SLOTS AS FOLLOWS UNLESS NOTED OTHERWISE:

2 @ W8, W103 @ W124 @ W14, W165 @ W18, S216 @ W247 @ W278 @ W309 @ W3310 @ W3611 @ W4012@ W44

PL 3/8" TYP

L5x5x1/2 DIAGONAL BRACE @ 5'-0" OC ATTACH TO TOP FLANGE OF ADJACENT BEAM

5/16 6TYP

5/16TYP

GRID

1/2" CAP PL

HSS OR WF COLUMN SEE PLAN

HSS SEE PLAN

3/16

BOS EL

SEE ARCH

TOS ELSEE PLAN

1/4

PL 1/2" x BEAM WIDTH

GRID

8" MIN 5/8" STIF PL

1/4

3/16

4"

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:55

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-541

201704

03/23/2018

J ANDERSONC ROMERO

STEEL DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"B5BEAM TO COLUMN CONN

SCALE: 3/4" = 1'-0"D5BEAM TO COLUMN WEB CONN

SCALE: 3/4" = 1'-0"C5BEAM TO COLUMN FLANGE CONN

SCALE: 3/4" = 1'-0"B4BEAM OVER COLUMN CONN

SCALE: 3/4" = 1'-0"A4BEAM OVER COLUMN CONN

SCALE: 3/4" = 1'-0"B3TYPICAL BEAM TO BEAM CONN

SCALE: 3/4" = 1'-0"C3BEAM TO BEAM CONNECTION

SCALE: 3/4" = 1'-0"D3BEAM TO BEAM CONN

SCALE: 3/4" = 1'-0"A2BEAM TO BEAM CONN

SCALE: 3/4" = 1'-0"B2SKEWED BEAM TO BEAM CONN

SCALE: 3/4" = 1'-0"C2BEAM TO BEAM MOMENT CONN

SCALE: 3/4" = 1'-0"D2BEAM TO BEAM MOMENT CONN

SCALE: 3/4" = 1'-0"C4JOISTS TO COLUMN CONN

SCALE: 3/4" = 1'-0"D4JOIST TO COLUMN FLANGE CONN

SCALE: 3/4" = 1'-0"A3JOIST TO COLUMN CONN

SCALE: 3/4" = 1'-0"A1BEAM TO JOIST CONNECTION

SCALE: 3/4" = 1'-0"A5TYPICAL STEEL CONN NOTES

SCALE: 3/4" = 1'-0"B1DIAG ANGLE BRACE CONN

SCALE: 3/4" = 1'-0"C1HSS TO COLUMN CONNECTION

SCALE: 3/4" = 1'-0"D1BEAM TO BEAM CONN

No. Description Date

Page 39: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

PL 5/8" W/ 1"DIA BOLTS IN SHORT SLOTS AS FOLLOWS:2 @ W10, W123 @ W144 @ W16, W185 @ W216 @ W247 @ W278 @ W309 @ W3310 @ W36

2 1/2"

3"3"2"

JOIS

T S

EA

T D

EP

TH

5/16

DECK BRG EL

SEE PLAN

3"3"

3"

2 1/2" TYP

SHEAR TAB WITH BOLTS IN STD HOLES

TRUSS TOP CHORD SEE ELEVATION

BEAM SEE PLAN

CAP PL @TOP OF COL

3"3"

3"

GRID

TOS EL

SEE PLAN

DOUBLE CLIP ANGLES W/ BOLTS IN STD HOLES TYPICAL

2 1/2"

GRID

GRID

GRID

BENT PL W/ 3-3/4" DIA BOLTS IN STD HOLES

COLUMN SEE PLAN

TRUSS BOTTOM CHORD SEE ELEVATION

BEAM SEE PLAN

3/8" SHEAR TAB W/ 3/4" DIA BOLTS IN VERT SLOTTED HOLES

PL 3/8"x6"x0' - 8"

PLAN

GRID

1/43 SIDES

3/8

3"3"

1/2"

1/43 SIDES

CJP

BENT BEAM SEE PLAN

RIDGE LINE SEE PLAN

GRID

TOS EL

SEE PLAN

CONTINUITY PL TO MATCH BEAM FLANGE THICKNESS TYP

SHEAR TAB W/ BOLTS IN STD HOLES

2 1/2"

3"3"

3"

REMOVEBACK UP BAR

TYP

M

1/4

2 SIDESTYP

1/4

1/2"EFFECTIVE

THROAT PJPTYP

1/4TYP

3"3"

3"3"

3"

GRID

5/16

TYP

3/4" CAP PL

SHEAR TAB W/ BOLTS IN STD HOLES

1/4

TOS ELSEE PLAN

M

2 1/2"

GRID

BENT PL 3/8" W/ 3/4"DIA BOLTS IN STD HOLES

1/43 SIDES

BEAM SEE PLAN

COLUMN SEE PLAN

PLAN

DOUBLE CLIP ANGLES (ONE EA SIDE) TYPICAL

NOTE: SHOP BOLT ANGLE TO GIRDER

GRID

3"3"

3"3"

2 1/2"

TOS EL

SEE PLAN

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:24

:57

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-542

201704

03/23/2018

J ANDERSONC ROMERO

STEEL DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A5BEAM TO BEAM CONNECTION

SCALE: 3/4" = 1'-0"B5BEAM TO TRUSS TOP CHORD

SCALE: 3/4" = 1'-0"C5BEAM TO COLUMN CONN

SCALE: 3/4" = 1'-0"A4FRAMING DETAIL

SCALE: 3/4" = 1'-0"D5BENT BEAM DETAIL

SCALE: 3/4" = 1'-0"B4BEAM TO COL MOMENT CONN

SCALE: 3/4" = 1'-0"C4BEAM TO COL FLANGE MOMENT CONN

SCALE: 3/4" = 1'-0"D4BEAM TO COLUMN FLANGE CONN

SCALE: 3/4" = 1'-0"A3TYPICAL BEAM TO BEAM CONN

No. Description Date

Page 40: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

21

FIN FLR ELSEE PLAN

8"

NOTE: SEE ARCH FORRISE AND RUN

2-#4 CONT

ANGLE AND ANCHOR BY OTHERS

7" 1' - 0" 7"

1" TYP

6" TYP

ABRASIVE NOSING SEE ARCH

#4 @ 12" OC EA WAY

NOTE: SEE ARCH FOR RISE AND RUN

30# FELT JOINT

2-#4 CONT8"

FIN FLR EL

SEE PLAN

8"

VE

RIF

Y W

/ ELE

V M

FR

4' -

0"

8"

2' - 0"

FIN FLR

SEE PLAN

CONT L4x4x3/8 W/ 1/2" DIAx3 1/2" EMBED EXP AHR @ 24" OC AT ELEV DOOR ONLY

CONT 2x4 KEYWAY

PIER CAP SEE SCHED

#4 @ 12"OC EA WAY

12 12PIER SEE SCHED

PIER CAP, SEE PLAN

GALV GRATING

GALV CONT L1 1/2x1 1/2x1/4W/ 1/2" DIAx3 1/2" HAS@24"OC

#4 @ 12" OC

CO

OR

D W

/ MF

R8"

MIN

30# FELT JOINT AT INT SLABS1/2" EXP MATL W/ CONT SEALANT AT EXT SLABS

2-#4 CONT2-#4 CONT

2-#4 CONT2-#4 CONT

NOTE:SEE ARCH FOR REQUIRED RAMP SLOPE

8" 8"

8"

FIN FLR ELSEE PLAN

FIN FLR ELSEE PLAN

8" 8"

30# FELT JOINT AT INT SLABS1/2" EXP MATL W/ CONT SEALANT AT EXT SLABS

4" CONC LANDING SLAB OVER METAL LANDING PAN BY OTHERS

STAIR FRAMING BY OTHERS

FIN LANDING ELSEE ARCH

NOTE:SEE ARCH FORRISE AND RUN

BRG SEAT WELDED TO STRINGER TYPICAL

BLOCK OUT SLABPOUR AS REQD

END CLOSURE PLATEAS REQD TYPICAL

PAN SUPPORTS BY OTHERS

FOLDED PAN BY OTHERS TYP

FIN FLR ELSEE PLAN

6"

NOTE: TREADS AND RISERS NOT SHOWN FOR CLARITY. SEEARCH FOR RISE AND RUN

STAIR FRAMING BY OTHERS

4" CONC LANDING SLAB OVER METAL LANDING PAN BY OTHERS

FIN LANDING ELSEE ARCH

1/4TYP

SECTION

PLANPL 1/2"x8"x2'-4"

HSS6x6x1/4

NOTE: COORDINATEEXACT LOCATION WITHELEVATOR MANUFACTURER

4"1'

- 8

"4"

1/4

PL 1/2"x6"

1/4

1/2" DIA BOLTIN LONG VERTSLOTS

6"

ELEVATOR RAIL SUPPORT TO BEAM

ELEVATOR RAIL SUPPORT TO JOIST

1/8

CONT BENT PL 1/4"x4"x0'-8"W/ 1/2" DIA BOLT IN LONGVERT SLOTS

11 7/8"COORD

W/ ARCH

4"1'

- 8

"4"

NOTE: COORDINATE EXACTLOCATION WITH ELEVATORMANUFACTURER

1/4TYP

PL 1/2"x8"x2'-4"

HSS6x6x1/4

PLAN

1/4TYP

4" CONC LANDING SLAB OVER METAL LANDING PAN BY OTHERS

TO LANDING EL

SEE PLAN

PAN STIF @ 24" OC MAXIMUMSTAIR FRAMING BY OTHERS

CONT L4x4x3/8x0' - 4" W/ 1/2" DIA x 6" EMBED EXP AHR EA SIDE

RAIL SUPPORT SEE PLAN 1/4

GRID

PLAN

SEE

RAIL SUPPORT SEE PLAN

1/4

PL 1/2"x[X"]"x0'- 10" W/ 2 1/2" DIA x 3 1/2" EMBED EXP AHR

NOTE: SEE SECTIONS FOR ADDITIONAL INFORMATION REGARDING FLOOR SLAB

6"

PL 1/2"x6"

1/2" DIA BOLT IN LONG VERT SLOTS

1' - 0"

2"

CONT L6x6x5/16 W/ 1/2" DIA x 3" HAS @ 24" OC

FIN FLR ELSEE PLAN

CONT L4x4x3/8 @ ELEV DOOR ONLY

1/4 2 @ 12

PL 3/8" @ 24" OC

3/16

3/16

2"

CONT L6x6x5/16 W/ 1/2" DIA x 3" HAS @ 24" OC

FIN FLR EL

SEE PLAN

CONT L4x4x3/8 @ ELEV DOOR ONLY

2 - #5 CONT IN BOND BEAM

1/2" DIA x 4" HAS @ 24" OC

3/16 2 @ 24

FIN FLR EL

SEE PLAN

SEE SCHED FOR WALL REINF

CONT 2x4 KEY

CONT L4x4x3/8 W/ 1/2"Øx3 1/2" EMBED EXP AHR @ 24" OC @ ELEV DOOR ONLYDWLS TO MATCH

VERT WALL REINF

CONT WATER STOP

PIER SEE SCHED

W/ E

LEV

MA

NU

F

4' -

0"

VE

RIF

Y

2"

FIN FLR ELSEE PLAN

SEE SCHED FOR WALL REINF

CONT 2x4 KEY

DWLS TO MATCH VERT WALL REINF

CONT WATER STOP

PIER SEE SCHED

4' -

0"

- V

ER

IFY

W/ E

LEV

MF

R

ACCESS FLOORING SEE ARCH

8"

8"30# FELT JOINT

2-#4 CONT

FIN FLR ELSEE PLAN

NOTE: SEE ARCH FORRISE AND RUN

3-#4 CONT

1' - 6"

1' -

6"

#4 @ 48" OC TRANS

EXT SLAB SEE ARCH

1/2" EXP MATL W/ CONT SEALANT

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:00

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-561

201704

03/23/2018

J ANDERSONC ROMERO

TYPICAL VERTICAL CIRCULATIONDETAILS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A5TYPICAL STAIR BASE DETAIL

SCALE: 3/4" = 1'-0"B5TYPICAL CONC STAIR SECTION

SCALE: 3/4" = 1'-0"D5ELEVATOR PIT SECTION

SCALE: 3/4" = 1'-0"A4ELEVATOR SUMP PIT SECTION

SCALE: 3/4" = 1'-0"C5TYPICAL RAMP SECTION

SCALE: 3/4" = 1'-0"D4STAIR LANDING SECTION

SCALE: 3/4" = 1'-0"B3STAIR STRINGER AT LANDING

SCALE: 3/4" = 1'-0"C3INTERMEDIATE LANDING SECTION

SCALE: 3/4" = 1'-0"D3ELEV RAIL BRACKET SUPPORT

SCALE: 3/4" = 1'-0"C2ELEV RAIL SUPPORT TO ROOF

SCALE: 3/4" = 1'-0"A2ELEV RAIL BRACKET SUPPORT

SCALE: 3/4" = 1'-0"A3STAIR LANDING SECTION

SCALE: 3/4" = 1'-0"B4ELEVATOR PIT SECTION

SCALE: 3/4" = 1'-0"B2ELEVATOR DETAIL

SCALE: 3/4" = 1'-0"D2ELEVATOR OPENING SECTION

SCALE: 3/4" = 1'-0"A1ELEVATOR OPENING SECTION

SCALE: 3/4" = 1'-0"B1ELEVATOR FOUNDATION SECTION

SCALE: 3/4" = 1'-0"C1ELEVATOR FOUNDATION SECTION

SCALE: 3/4" = 1'-0"C4CHANNEL DETAIL

SCALE: 3/4" = 1'-0"D1STAIR BASE DETAIL

No. Description Date

Page 41: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

REINFORCING LAP SCHEDULE

REINFORCEMENT TYPE #6 AND SMALLER (#db)

CONTINUOUS WALL FOOTINGS AND STEMWALLS

#7 AND LARGER (#db)MINIMUM LENGTH (IN) COMMENTS

RETAINING WALLS AND BASEMENT WALL VERTICAL REINFORCING

RETAINING WALLS AND BASEMENT WALL HORIZONTAL REINFORCING

CONCRETE COLUMNS NOT SUPPORTING LATERAL FORCES

CONCRETE COLUMNS SUPPORTING LATERAL FORCES

TOP FLEXURAL REINFORCEMENT, INCLUDING BEAMS, GRADE BEAMS, AND COMBINED COLUMN FOOTING AT BRACED FRAME AND MOMENT FRAMESBOTTOM FLEXURAL REINFORCEMENT, INCLUDING BEAMS, GRADE BEAMS, AND COMBINED COLUMN FOOTING AT BRACED FRAME AND MOMENT FRAMES

SLABS-ON-GRADE

MINIMUM EMBEDMENT OF STANDARD HOOKS INTO CONCRETE BASE

ALL REBAR LAPS IN CMU

30

57

57

30

57

57

57

30

16

30

72

72

30

72

72

55

30

16

18

12

12

12

12

12

12

12

6

12

INCREASE LENGTH FOR # 11 BARS AND LARGER BY A FACTOR OF 1.4

3000 PSI 4000 PSI 5000 PSI

30

50

50

30

50

50

50

30

14

30

45

45

30

45

45

45

30

12

3000 PSI 4000 PSI 5000 PSI

30

56

56

30

56

56

56

30

14

30

62

62

30

62

62

62

30

14

7272

GRIDGRID

GRID

GRID

TYPE 2TYPE 1

PIER-SEE SCHED FOR SIZE AND REINF

PIER CAP-SEE SCHED FOR REINF

PIER-SEE SCHED FOR SIZE AND REINF TYP

PIER CAP-SEE SCHED FOR REINF

U.N.O ON PLAN

EQ

U.N.O ON PLAN

EQ

SCHED 'A'

U.N

.O O

N P

LAN

EQ

U.N

.O O

N P

LAN

EQ

SC

HE

D 'B

'

EQ EQ

EQ

EQ

SC

HE

D 'B

'

SCHED 'A'

GRID

GRID

TYPE 3

PIER-SEE SCHED FOR SIZE AND REINF

PIER CAP-SEE SCHED FOR REINF

EQ EQ

SCHED 'A'

SE

E P

LAN

2' -

0"

SC

HE

D 'B

'GRID

GRID

TYPE 4

PIER-SEE SCHED FOR SIZE AND REINF

PIER CAP-SEE SCHED FOR REINF

SEE PLAN

SCHED 'A'

PLA

N

SE

E

SC

HE

D 'B

'

2' - 6"

2' -

6"

TYPE 5

PIER-SEE SCHED FOR SIZE AND REINF TYP

PIER CAP-SEE SCHED FOR REINF

SC

HE

D 'B

'

SCHED 'A'

2' -

0"

2' - 0"2' - 0"

2' -

0"

GRID

GRID

SE

E P

LAN

SEE PLAN

6"6"

APPROVED MATERIAL FIELD VERIFY

DWLS TO MATCH VERT PIER REINF TYP

SCHED PIER CAP REINF

VERT REINF SEE SCHED

PROVIDE 1'-6" LAP TYP

TIES SEE SCHED

SEE SCHED

CLR

1' -

0"

TO PIER CAP EL

SEE PLAN

FIN FLR ELSEE PLAN

4"4"

PLA

N

SE

ES

EE

SC

HE

D

LE

NG

TH

AC

I DE

VE

LOP

ME

NT

TYPE 'A'

PIER CAP SEE SCHED

PIE

R E

MB

ED

APPROVED MATERIAL FIELD VERIFY

DWLS TO MATCH VERT PIER REINF TYP

VERT REINF SEE SCHED

PROVIDE 1'-6" LAP TYP

TIES SEE SCHED

SEE SCHED

CLR

1' -

0"

FIN FLR ELSEE PLAN

PIE

R E

MB

ED

APPROVED MATERIAL FIELD VERIFY

DWLS TO MATCH VERT PIER REINF TYP

SCHED GRADE BEAM REINF

VERT REINF SEE SCHED

PROVIDE 1'-6" LAP TYP

TIES SEE SCHED

SEE SCHED

CLR

1' -

0"

TO GRADE BEAM EL

SEE PLAN

FIN FLR ELSEE PLAN

PLA

N

SE

E

BE

AM

SC

HE

D

SE

E G

RA

DE

GRADE BEAM SEE SCHED

PIE

R E

MB

ED

TYPE 'B' TYPE 'C'

PLA

N

SE

E

LE

NG

TH

AC

I DE

VE

LOP

ME

NT

2' -

0"

MIN

PIER SPLICE

NOTE: PIER EMBEDMENT LENGTHS ARE MINIMUM LENGTHS. ACTUAL LENGTHS REQUIRED TO BE VERIFIED DURING PLACEMENT BY A QUALIFIED REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER TO VERIFY COMPETENT AND/OR UNWEATHERED SHALE EMBEDMENT.

COMPETANT

MATERIALBROWN OR GREY WEATHERED SHALE OR GREY FILLISE SHALEAS DETERMINED BY GEO-TECHNICAL ENGINEER

COMPETANT

MATERIAL

COMPETANT

MATERIAL

TO PIER EL

SEE PLAN

NOTE: CONTRACTOR TO CONTACT STRUCTURAL ENGINEER IF ANY EXISTING PIERS ARE DISCOVERED AND IF THEY ARE LOCATED LESS THAN 2 PIER DIAMETERS OF A NEW PIER.

PROVIDE STDHOOKS AS SHOWN

BROWN OR GREY WEATHERED SHALE OR GREY FILLISE SHALEAS DETERMINED BY GEO-TECHNICAL ENGINEER

BROWN OR GREY WEATHERED SHALE OR GREY FILLISE SHALEAS DETERMINED BY GEO-TECHNICAL ENGINEER

LEN

GT

H

AC

I DE

VE

LOP

ME

NT

WIDTH

DE

PT

H (

d)

GRADE BEAM NOTES:

REBAR SPLICES AT TOP REINFORCINGAND MIDDLE REINFORCING SHALL BE LOCATED AT MIDSPAN BETWEEN SUPPORTS

REBAR SPLICES AT BOTTOM REINFORCING SHALL BE LOCATED AT SUPPORTS.

REBAR SPLICE LENGTHS SHALL BE AS REQUIRED PER GENERAL STRUCTURAL NOTES.

REBAR SUPPLIER SHALL SUBMIT SHOP DRAWINGS SHOWING LOCATIONS ANDLENGTHS OF SPLICES FOR ENGINEER APPROVAL.

TIE SPACING TO START AT d/2 FROM FACE OF SUPPORT

CONT TOP REINF SEE SCHED

2-#5 CONT REINF MID

CONT BOT REINF SEE SCHED

TIESSEE SCHED

3 1/

2"2'

- 5

"3

1/2"

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:04

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-601

201704

03/23/2018

J ANDERSONC ROMERO

SCHEDULES

CASINO 4

Pricing Set - 95%

CONTINUOUS FOOTING SCHEDULE

MARKCONCRETESTRENGTH

SIZE REINFORCING

COMMENTSWIDTH DEPTH CONTINUOUS TRANSVERSE GRADE

CF42 3,000 PSI 3' - 6" 1' - 0" 4-#5 BOT #5 @ 18"OC BOT A615 GRADE60

SEE D5/S-312

CF72 3,000 PSI 6' - 0" 1' - 6" 6-#6 BOT #6 @ 18"OC BOT A615 GRADE60

SEE D5/S-312

CF80 3,000 PSI 6' - 8" 1' - 6" 7-#6 BOT #6 @ 18"OC BOT A615 GRADE60

SEE D5/S-312

SLAB-ON-GRADE SCHEDULE

MARK

SLAB REINFORCING

BEARING STRATA COMMENTSTHICKNESS MATLCONC

STRENGTH REINFORCING GRADE

SG5 5" CONCRETE 3000 PSI #4 @ 18" OC EAWAY

A615 GRADE 60 15 MIL VAPOR RETARDER OVER 1/4" TO 1/2" SKIM SAND OVER 4" GRANULAR BASECOURSE OVER COMPACTED SUBGRADE. THE SAND SHALL BE FINE GRADED

UNIFORMLY FLAT USING A LASER DEVICE.

WALL SCHEDULE

MARK VENEER WALL

REINFORCING

COMMENTSVERTICAL HORIZONTAL GRADE

W1 8" CONC #4 @ 18" OC #4 @ 18" OC A615

W2 8" CMU #5 @ 8" OC STD LADDER TYPEJOINT REINF @ ALT

COURSES

A615

W3 8" CONC #8 @ 12" OC #6 @ 12" OC A615

W4 8" CONC #6 @ 12" OC #5 @ 12" OC A615

SCALE: NTSA1PIER CAP TYPE DETAILS

SCALE: NTSD1PIER TYPE DETAILS AND SCHEDULE

PIER CAP SCHEDULE

MARK PIER TYPE PIER(S) ØPIER

EMBED VERTICAL REINF HORIZ TIESPIER CAP

TYPE SCHED 'A' SCHED 'B' DEPTHCG PCAP

REINF TOPCG PCAP

REINF BOT REMARKS

P1 B 1 - 30" DIA 12 - #7 #4 @ 12" OC

P2 B 1 - 30" DIA 4' - 0" 12 - #7 #4 @ 12" OC

P3 B 1 - 30" DIA 5' - 0" 12 - #7 #4 @ 12" OC

P4 B 1 - 30" DIA 6' - 0" 12 - #7 #4 @ 12" OC

P5 B 1 - 48" DIA 3' - 0" 24 - #8 #4 @ 12" OC

P6 B 1 - 48" DIA 5' - 0" 24 - #8 #4 @ 12" OC

P7 A 1 - 30" DIA 3' - 0" 12 - #7 #4 @ 12"OC 1 3' - 6" 3' - 6" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P8 A 1 - 30" DIA 3' - 0" 12 - #7 #4 @ 12"OC 1 4' - 0" 4' - 0" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P9 A 1 - 30" DIA 4' - 0" 12 - #7 #4 @ 12"OC 1 4' - 0" 4' - 0" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P10 A 1 - 30" DIA 5' - 0" 12 - #7 #4 @ 12"OC 1 4' - 0" 4' - 0" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P11 A 1 - 30" DIA 3' - 0" 12 - #7 #4 @ 12"OC 1 4' - 6" 4' - 6" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P12 A 1 - 30" DIA 7' - 0" 12 - #7 #4 @ 12"OC 1 4' - 6" 4' - 6" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P13 A 1 - 48" DIA 3' - 0" 24 - #8 #4 @ 12"OC 1 4' - 6" 4' - 6" 4' - 0" #9 @ 10" OCEA WAY

#9 @ 10" OCEA WAY

P14 A 1 - 48" DIA 4' - 0" 24 - #8 #4 @ 12"OC 1 4' - 6" 4' - 6" 4' - 0" #9 @ 10" OCEA WAY

#9 @ 10" OCEA WAY

P15 A 1 - 48" DIA 5' - 0" 24 - #8 #4 @ 12"OC 1 4' - 6" 4' - 6" 4' - 0" #9 @ 10" OCEA WAY

#9 @ 10" OCEA WAY

P16 A 1 - 30" DIA 3' - 0" 12 - #7 #4 @ 12"OC 1 4' - 8" 4' - 0" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P17 A 1 - 30" DIA 5' - 0" 12 - #7 #4 @ 12"OC 1 4' - 8" 4' - 0" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P18 A 1 - 48" DIA 3' - 0" 24 - #8 #4 @ 12"OC 1 4' - 8" 4' - 8" 4' - 0" #9 @ 10" OCEA WAY

#9 @ 10" OCEA WAY

P19 A 1 - 48" DIA 6' - 0" 24 - #8 #4 @ 12"OC 1 4' - 8" 4' - 8" 4' - 0" #9 @ 10" OCEA WAY

#9 @ 10" OCEA WAY

P20 A 2 - 30" DIA 12 - #7 #4 @ 12"OC 2 4' - 0" 4' - 0" 2' - 6" 6 - #5 EA WAY 6 -#5 EA WAY

P21 A 1 - 30" DIA 3' - 0" 12 - #7 #4 @ 12"OC 3 3' - 6" 4' - 6" 2' - 6" #8 @ 12" OCEA WAY

#8 @ 12"OC EAWAY

P22 A 4 - 30" DIA 3' - 0" 12 - #7 #4 @ 12" OC 5 14' - 0" 13' - 9" 4' - 0" #9 @ 10" OCEA WAY

#9 @ 10" OCEA WAY

GRADE BEAM SCHEDULE

MARKCONCRETESTRENGTH

SIZE REINFORCING

GRADE COMMENTSWIDTH DEPTH CONT TOP CONT BOTTOM TRANSVERSE

GB1 4,000 PSI 1' - 6" 2' - 0" 2-#6 3-#6 #3 @ 18"OC A615 GRADE60

GB2 4,000 PSI 1' - 6" 2' - 0" 2-#8 4-#8 #3 @ 18"OC A615 GRADE60

GB3 2' - 0" 2' - 0" 2-#8 5-#8 #4 @ 12"OC A615 GRADE60

DECK SCHEDULE

MARKCOMPOSITE

SLAB

SLAB METAL DECK DECK ATTACHMENTS TOTAL SLAB /DECK

THICKNESS COMMENTSTHICK MATL STRENGTH REINFREINFGRADE THICK TYPE GAGE FINISH ATTACH PERP TO RIBS

ATTACH PARALLEL TORIBS ATTACH SIDELAPS

D1.5R - - - - - - - - - - 1 1/2" B 20 PAINTED 5 - 0.145 DIA POWDERDRIVEN FASTENERS PER

36" WIDE SHEET

0.145 DIA POWDERDRIVEN FASTENERS @

12" OC

#12 SELF-DRILLINGSCREWS @ 12" OC

1 1/2"

D4 X 2 1/2" NWCONC

3500 PSI 6x6 - W2.1xW2.1 A479 - FLATSHEETS

ONLY

1 1/2" VLI 20 GALV 5 - 5/8" DIA PUDDLE WELDSPER 36" WIDE SHEET

5/8" DIA PUDDLEWELDS @ 12" OC

1 1/2" SEAM WELDS@ 18" OC

4"

D6.25 X 3 1/4" LWCONC

3500 PSI 6x6 - W2.1xW2.1 A479 - FLATSHEETS

ONLY

3" VLI 18 GALV 5 - 5/8" DIA PUDDLE WELDSPER 36" WIDE SHEET

5/8" DIA PUDDLEWELDS @ 12" OC

1 1/2" SEAM WELDS@ 18" OC

6 1/4"

D6.25C X 3 1/4" LWCONC

3500 PSI 6x6 - W2.1xW2.1 A479 - FLATSHEETS

ONLY

3" 18 GALV 5 - 5/8" DIA PUDDLE WELDSPER 36" WIDE SHEET

5/8" DIA PUDDLEWELDS @ 12" OC

1 1/2" SEAM WELDS@ 18" OC

6 1/4" CELLULAR DECK

D10 10" NWCONC

3500 PSI #6 @ 10" OC EA EAY BOT &#6 @ 10" OC EA WAY TOP

A615 GRADE60

--- --- --- --- --- --- --- 10"

SCALE: 3/4" = 1'-0"C1GRADE BEAM SCHEDULE

No. Description Date

Page 42: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

B3

S-602

B3

S-602

SILL REINF

BOTTOM LINTEL REINF

TOP LINTEL REINF

JAMB JAMB

FULL HEIGHT VERT JAMB REINF

GR

OU

T S

OLI

D

"DE

PT

H"

4"

2-#5 CONT IN BOND BEAM EXTEND BOND BEAM 24" PAST EDGE OF OPNG TYPICAL UNO

TOP REINF

BOT REINF

WINDOW SILL

SEE ARCH

NOTE: COORDINATE CMU SIZES AT SILLS, HEADERS, AND JAMBS WITH ARCHITECTURAL DRAWINGS.

CMU LINTEL SCHEDULE

OPENING WIDTH WIDTHLINTEL REINFORCING

BOTTOM

8" 2 - #5 2 - #5

2 - #5 2 - #5

0' - 0" - 3' - 4"

3' - 5" - 6' - 8"

6' - 9" - 12' - 0"

DEPTH

16"

32"

REINFORCING

2 - #5

LINTEL JAMB TYPE

TYPE A

TYPE B

TOP

8"

8" 2 - #5

DEPTH

8"

8"

SILL

2 - #5 2 - #512' - 1" - 18' - 0" 40"8" 2 - #58" TYPE C

16" 2 - #5 2 - #5 2 - #58" TYPE A

TYPE 8A

#5 VERT

TYPE 8B

#5 VERT

TYPE 8C

#5 VERT

TYPE 12A

2-#5 VERT EA CELL

TYPE 12B

2-#5 VERT EA CELL

TYPE 12C

2-#5 VERT EA CELL

NOTE: SEE TYPICAL CMU PLAN DETAILS SHEET S-711 FOR TYPICAL HOIRZONTAL REINFORCING REQUIREMENTS.

1' -

1"

SC

HE

D E

MB

ED

ANCHOR BOLT TYPE 1

DBL HEX NUTSTOP OF CONCRETE

DRILL AND EPOXY INTO EXISTING PIER

1' -

1"

SC

HE

D E

MB

ED

ANCHOR BOLT TYPE 2

DBL HEX NUTSTOP OF CONCRETE

STD WASHER W/DBL HEX NUTS

EQ EQ2" 2"

SCHED 'B'

EQ

EQ

2"2"

SC

HE

D 'A

'

TYPE 'A'

EQ EQ2" 2"

SCHED 'B'

EQ

EQ

2"2"

SC

HE

D 'A

'

TYPE 'B'

5/16

2"

TYPE 'C'

2"

SCHED 'A'

2"E

QE

Q2"

SC

HE

D 'B

'

EQ EQ2"

TYPE 'D'

SCHED 'A'

EQ

EQ

2"

SC

HE

D 'B

'

PJP

5/16

2"

EQ EQ

EQ EQ

2"

TYPE 'E'

EQ EQ2" 2"

SCHED 'B'

EQ

EQ

2"2"

SC

HE

D 'A

'

5/16

5/16

TYPE 'F'

5/16

2"2"

EQ

EQ

2"EQ EQ2"

SCHED 'B'

SC

HE

D 'B

'

SC

HE

D 'A

'

SCHED 'A'

EQ EQ

EQ

EQ

BASE PLATE SCHEDULE

MARK TYPE

A 1

SIZE"T"x"A"x"B"

PL 3/4"x16"x1' - 4"

BASE PLATE ANCHOR BOLTS

F1554ANCHOR BOLTS

TYPE

BP1 4 - 3/4" DIA x 12"

B 1PL 3/4"x18"x1' - 6"BP2 4 - 3/4" DIA x 12"

A 1PL 3/4"x18"x1' - 6"BP3 4 - 3/4" DIA x 12"

A 1PL 1"x18"x1' - 6"BP4 4 - 3/4" DIA x 12"

B 1PL 1"x18"x1' - 6"BP5 4 - 3/4" DIA x 12"

A 1PL 1 1/4"x18"x1' - 6"BP6 4 - 3/4" DIA x 12"

A 1PL 3/4"x20"x1' - 8"BP7 4 - 3/4" DIA x 12"

A 1PL 1"x22"x1' - 10"BP8 4 - 3/4" DIA x 12"

B 1PL 1"x22"x1' - 10"BP9 4 - 3/4" DIA x 12"

G 1PL 1"x24"x1' - 10"BP10 4 - 1 1/4"DIA x 12"

G 1PL 1 1/4"x24"x1' - 8"BP11 4 - 1 1/4" DIA x 12"

D 1PL 1"x18"x1' - 6"BP12 4 - 1" DIA x 12"

D 1PL 1"x14"x1' - 2"BP13 4 - 1" DIA x 12"

C 1PL 1 1/2"x24"x1' - 10"BP14 6 - 1 1/4" DIA x 12"

G 1PL 1"x18"x1' - 6"BP15 4 - 1 1/4" DIA x 12"

G 1PL 1 1/4"x20"x1' - 8"BP16 4 - 1 3/4" DIA x 12"

D 1PL 1 1/4"x18"x1' - 8"BP17 4 - 1" DIA x 12"

E 1PL 1"x18"x1' - 8"BP18 4 - 1" DIA x 12"

H 1PL 1"x18"x1' - 8"BP19 4 - 1" DIA x 12"

F 1PL 1 1/4"x18"x1' - 8"BP20 8 - 1" DIA x 12"

A 2PL 3/4"x18"x1' - 6"BP21 4 - 3/4" DIA x 5"

WIDTH

3" C

LR

DWL W/ STD HOOK TOMATCH VERT WALL REINF

TO WALL ELSEE CIVIL DWGS

TOF EL

COORD W/ CIVIL

"LS

"

"HR

""H

W"

WALL REINF

REINF #1

REINF #2

HEIGHT RETAINED"HR"

WIDTH THICKNESS REINF #1

FT-IN FT-IN FT-IN NUMBER - SIZE

FOOTING SIZE WALL

CONCRETE SITE RETAINING WALL SCHEDULE

REINF #2

SIZE - SPACING

FOOTING REINFORCING

REINFORCING

VERT SIZE - SPACING

NOTE:

COORDINATE EXACT LOCATION AND EXTENT OF WALL WITH ARCHITECTURAL AND CIVIL DWGS.

PROVIDE CONCRETE WALL VERTICAL CONTROL JOINTS AT (2) TIMES THE WALL HEIGHT AND AT ALL STEPS IN TOP OF WALL. SEE DETAIL C2/S7.11 FOR CONTROL JOINT INFORMATION.

PROVIDE WATERPROOFING PER ARCH DWGS

REINF LOCATION

SPLICE LENGTH"LS"

1' -

0"

MA

X

SEE SCHEDREINF LOCATION

HORIZ SIZE - SPACING

EQ 8" EQ

0' - 0" - 4' - 0" 2'-6" 1'-0" 3 - #5 CONT #4 @ 48" OC #4 @ 18" OC 4" 24"#4 @ 12" OC

3'-6" 1'-0" 3 - #5 CONT #4 @ 48" OC #4 @ 14" OC #4 @ 12" OC 4" 24"

0' - 0" - 0' - 6"

0' - 0" - 3' - 6" 0' - 0" - 5' - 0"

WALL HEIGHT ABOVE GRADE

"HW"

FT-IN

A

B

WALL TYPE

REMARKS

BEARING PRESSURE 2000

PSF

TH

ICK

NE

SS

1 1/2"DIA PVC WEEP PIPE @ 8' - 0" OC MAX PROVIDE 12"x12"x12" GRAVEL & MIRAFI 140N GEOTEXTILE FILTER FABRIC BETWEEN SOIL & GRAVEL @ EA WEEP HOLE

4"

5'-0" 1'-0" 5 - #5 CONT T&B #5 @ 24" OC T&B #5 @ 10" OC #4 @ 12" OC 4" 36"0' - 0" - 0 - 6" 4' - 1" - 7' - 0"C

WALL TYPE "A, B & C"

BEARING PRESSURE 1500

PSF

BEARING PRESSURE 1500

PSF

3/4" CHAMFER TYP

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:08

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-602

201704

03/23/2018

J ANDERSONC ROMERO

SCHEDULES

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"B3TYPICAL CMU LINTEL SECTION

SCALE: NTSA1CMU LINTEL SCHEDULE

SCALE: NTSA4BASE PLATE TYPES

SCALE: 12" = 1'-0"C4BASE PLATE SCHEDULE

SCALE: NTSC3TYPICAL CONCRETE SITE RETAINING WALL SCHEDULE AND DETAIL

No. Description Date

Page 43: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

1' - 0" MIN

STEP

Z BARS TO MATCH SIZE ANDSPACING OF CONT FTG REINF 30 BAR DIA

1' - 6" MIN

1-#4 CONT

TOF EL

SEE PLAN

TOF ELSEE PLAN

1

1

3/4" CHAMFERTYPICAL

DISCONTINUE ALTERNATE HORIZ REINF AT JOINT

CONTROL JOINT

3/4" CHAMFERTYPICAL

DISCONTINUE ALTERNATE HORIZ REINF AT JOINT

CONSTRUCTION JOINT

3/4" CHAMFERTYPICAL

DISCONTINUE ALTERNATE HORIZ REINF AT JOINT

CONTROL JOINT

3/4" CHAMFERTYPICAL

DISCONTINUE ALTERNATE HORIZ REINF AT JOINT

CONSTRUCTION JOINT

CORROSION RESISTANT ADJUSTABLE VENEER AHR W/ 2 PINTLE LEGS MIN W/ 3/16" WIRE @ 24 "OC VERT AND 16" OC HORIZ MAX. ATTACH CONC WALL W/ 2 -3/8" DIA x 2" CORROSION RESISTANT SCREW AHRS

EXTERIOR VENEER SEE ARCH

CONC WALL

EDGE OF SLAB LINE OF STEMWALL BELOW

LINE OF STEMWALL BELOW1-#4 IN SLAB TYP

30Db LAP24

PLAN

NOTE : CONTRACTOR'S OPTION FOR TYPE TOBE USED. PLACE BLOCKOUTS AT ALL COLUMNS .

NOTE: ENLARGED BLOCKOUTS MAY BE REQUIREDAT BRACED FRAME LOCATIONS FOR GUSSET PLATECLEARANCE.

WF OR HSS COLUMN SEE PLAN

WF OR HSS COLUMN SEE PLAN

30# FELT JOINT30# FELT JOINT

CJ CJ CJ CJ

CJ

CJ C

JC

J

2'-0" NTS

1-#5 x 4'-0" TYP

2-#5 AROUND OPENING

1/8" x 1/4 DEPTH OF SLAB SAWCUT

NOTE: AT CONTRACTOR'S OPTION, APLASTIC JOINT FORMER MAY BE INSTALLED INSTEAD OF THE SAWCUT

CONTROL JOINT

CONSTRUCTION JOINT

CONT KEYED JOINT

DISCONTINUE ALTERNATEREINF AT JOINT

SE

E P

LAN

21

4"

Z BARS TO MATCHSLAB REINF

FIN FLR ELSEE PLAN

DE

NS

ITY

90%

MA

X

BACKFILL PER SPECIFICATIONS

NOTES:1. FOR PIPES MORES THAN 3' - 0" BELOW BOTTOM OF

FTG USE COMPACTED FILL PER SPECIFICATIONS.2. TRENCHES AND PIPES ARE NOT PERMITTED BELOW

COLUMN FTGS

GRADE LINE

WHERE PIPE DEPTH IS FIXED, LOWER FTG AS NECESSARY TO MEET REQUIREMENT

TRENCH

PIPE TRENCHES PARALLEL TO FOOTINGS ARE NOT PERMITTED BELOW THIS LINE, UNLESS APPROVED BY THE STRUCTURAL ENGINEER

PIPE AND TRENCHES PARALLEL TO FOOTINGS

PLACE CONC FILL AROUND SLEEVES BEFORE CASTING FOOTING

MA

X

3'

- 0

"

NOTE: ALL PIPE SLEEVES SHALL BE 2" LARGER THAN PIPE

#5 BAR LAP 32 DIA

6" M

IN

PIPE AND TRENCHES TRANSVERSE TO FOOTINGS

MIN

6"

MIN

6"

FT

G D

EP

TH

8" +

/-8"

MIN

OUTLINE OF CONT FOOTING

FOR PIPE WITHIN 3' - 0" OF BOTTOM OF FOOTING PLACE CONCRETE

NO PIPE SHALL PASS THRU CONTINUOUS FOOTING

SECTION ELEVATION

1 1/2

1

PIPE SLEEVE TYP

MIN

1'- 0"

1

1

END WALL

WALL TEE INTERSECTION

WALL CORNER

2 BARS TO MATCH VERT WALL REINF

CORNER BARS TO MATCH HORIZ WALL REINF

CORNER BARS TO MATCH HORIZ WALL REINF

SEE SCHED

SEE SCHED

NOTE: REINFORCING SHOWN ON FOUNDATION SECTIONS AND SPECIFICALLY REFERENCED DETAILS SHALL TAKE GOVERN OVER REINFORCING IN STANDARD DETAILS.

END WALL

WALL TEE INTERSECTION

WALL CORNER

PROVIDE STD HOOK

CORNER BARS TO MATCH HORIZ WALL REINF

CORNER BARS TO MATCH HORIZ WALL REINF

SEE SCHED

TYP

SEE SCHED

NOTE: REINFORCING SHOWN ON FOUNDATION SECTIONS AND SPECIFICALLY REFERENCED DETAILS SHALL TAKE GOVERN OVER REINFORCING IN STANDARD DETAILS.

NOTE: SLOPE BOTTOM OF TRENCH 1/8" PER FOOT

CONT L1x1x3/16 W/1/2" DIAx3 1/2" HAS@ 24"OC TYP

6" * 6"

6"

*

FIN FLR EL

SEE PLAN

3-#4 CONT#4 @ 12"OC

* COORDINATE TRENCH WIDTH AND DEPTH WITH THE INDIVIDUAL TRADES

FIN FLR EL

SEE PLAN

6"

6"3/4" CHAMFER TYP

1-#4 CONT

FND NOTES

PER

FND NOTES

PER

FN

D N

OT

ES

PE

R

FN

D N

OT

ES

PE

R

NOTE: SEE GENERAL FOUNDATION NOTES FOR MORE COMPLETE EXCAVATION INFORMATION

FINISH GRADE SEE PLANS AND SECTIONS FOR BUILDING CONSTRUCTION INFORMATION

CJ

CJ

#4 x 3' - 0"

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:09

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-711

201704

03/23/2018

J ANDERSONC ROMERO

TYPICAL CONCRETE DETAILS

CASINO 4

Pricing Set - 95%

SCALE: NTSA5TYPICAL STEPPED FOOTING DETAIL

SCALE: NTSC2TYPICAL WALL JOINT DETAIL

SCALE: NTSD2TYPICAL WALL JOINT DETAIL

SCALE: NTSD1TYPICAL VENEER TO CONC WALL

SCALE: NTSB5TYPICAL SLAB REINF AT OPNG

SCALE: NTSC5TYPICAL COLUMN BLOCKOUT

SCALE: NTSD4TYPICAL OPNG IN CONC WALL DETAIL

SCALE: NTSD5TYPICAL SLAB JOINT

SCALE: 3/4" = 1'-0"C4TYPICAL DEPRESSED SLAB

SCALE: NTSA1TYPICAL PIPE PENETRATION AND TRENCH DETAILS

SCALE: NTSA3TYPICAL SINGLE MAT WALL REINF

SCALE: NTSC3TYPICAL DOUBLE MAT WALL REINF

SCALE: NTSB4TYPICAL TRENCH SECTION

SCALE: NTSA4TYPICAL CURB SECTION

SCALE: NTSC1TYPICAL FND EXCAVATION DETAIL

SCALE: 3/4" = 1'-0"B2CONTROL JOINT INTERSECTION

No. Description Date

Page 44: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

COMPRESSIBLE MATL AROUND JOIST

PROVIDE 8" x JOIST DEPTH +4" NOTCH IN WALL FOR JOIST TO PASS THRU

8"

JOIS

T D

EP

TH

+ 4

"

24" MIN

40 BAR DIAMETER

KNOCK OUT BONDBEAM REINF 1-VERT TO MATCH VERT

REINF IN GROUTED CELL AS SHOWN

PREFORMED CONT NEOPRENE EXPANSION JOINT W/ SEALANT

NOTE: BOND BEAM REINF TO BE CONTINUOUS THRU MASONRY CONTROL JOINT, DISCONTINUE HORIZ JOINT REINF

LADDER TYPE PREFORMED CORNER @ ALT COURSES

1- VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

1-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

LADDER TYPE JOINT REINF @ ALT COURSES

LADDER TYPE JOINT REINF @ ALT COURSES

1-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

LADDER TYPE PREFORMED TEE @ ALT COURSES

WALL TEE

WALL CORNER

WALL END

1-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

LADDER TYPE PREFORMED CORNER @ ALT COURSES

2- VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

2-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

LADDER TYPE JOINT REINF @ ALT COURSES

LADDER TYPE JOINT REINF @ ALT COURSES

2-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

LADDER TYPE PREFORMED TEE @ ALT COURSES

WALL TEE

WALL CORNER

WALL END

2-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

2 - #5 CONT IN BOND BEAM COURSE

2- VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

2-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

2 - #5 CONT IN BOND BEAM COURSE

2 - #5 IN BOND BEAM COURSE

2-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN2 - #5 IN BOND BEAM COURSE

BOND BEAM AT WALL TEE

BOND BEAM AT WALL CORNER

BOND BEAM AT WALL END

2-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

U-BAR TO MATCH BOND BEAM REINF

LAP SPLICE

CORNER BARS TO MATCH BOND BEAM REINF TYP

LAP SPLICE TYP

LAP SPLICE TYP

2 - #5 CONT IN BOND BEAM COURSE

1- VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

1-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

2 - #5 CONT IN BOND BEAM COURSE

2 - #5 CONT IN BOND BEAM COURSE

1-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

2 - #5 CONT IN BOND BEAM COURSE

BOND BEAM AT WALL TEE

BOND BEAM AT WALL CORNER

BOND BEAM AT WALL END

U-BAR TO MATCH BOND BEAM REINF

LAP SPLICE TYP

U-BARS TO MATCH BOND BEAM REINF

U-BAR TO MATCH BOND BEAM REINF

LAP SPLICE TYP

1-VERT TO MATCH VERT REINF IN GROUTED CELL AS SHOWN

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:11

AM

3/4" = 1'-0"

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-721

201704

03/23/2018

J ANDERSONC ROMERO

TYPICAL MASONRY DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 3/4" = 1'-0"A3TYPICAL JOIST THRU CMU WALL

SCALE: 3/4" = 1'-0"D4TYPICAL STEP IN BOND BEAM

SCALE: 3/4" = 1'-0"D5TYPICAL CMU CNRTL JOINT (MCJ)

SCALE: 3/4" = 1'-0"A5TYPICAL 8" CMU PLAN DETAILS

SCALE: 3/4" = 1'-0"B5TYPICAL 12" CMU PLAN DETAILS

SCALE: 3/4" = 1'-0"B4TYPICAL 12" CMU PLAN DETAILS

SCALE: 3/4" = 1'-0"A4TYPICAL 8" CMU PLAN DETAILS

No. Description Date

Page 45: PROJECT KEY PLAN SHEET TITLE PROJECT NO: DRAWN BY: ISSUE DATE: 0 8' 16' 32' 1/16"=1'-0" 1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 0 4' 8' 16

NOTE: LOCATE KEYED CONSTRUCTIONJOINTS AT MIDSPAN OF DECK BETWEENBEAMS OR ALONG MIDSPAN OF GIRDERSBETWEEN COLUMNS

NOTE: HEADED STUDS SHALL NOTBE ADDED UNTIL AFTER THE FLOOR DECK IS INSTALLED

THRU DECK ASPER MFRSPECS

CONT BENT PL 1/4"x6"xREQD W/ 1/2" DIA x 3" HAS @ 24"OC @ 6" SLAB

TYPE A TYPE B

L3x3x1/4

CONT L6x6x5/16 W/ 1/2" DIAx3" HAS @ 24"OC @ 6" SLAB

3/8" STIF PL@ 48"OC

2'-0" MAX

GREATER THAN 1'-0"

TYPE C

CONT L6x6x5/16W/ 1/2" DIA x 3" HAS@ 24"OC @ 6" SLAB

L4x3 1/2x3/8 @ 48" OC

PL 1/4"

3' - 2" MAX

GREATER THAN 2' - 0"

#4x6'-0" @ 24"OC

MAX

1' - 0"

3/16 2 @ 24

3/16 2

3/16

3/163 SIDES

3/16

3/163/16

TYP

GRID GRID GRID

S-541

B3

S-541

B3

SIM SIM

FIN FLR ELSEE PLAN

FIN FLR ELSEE PLAN

FIN FLR EL

SEE PLAN

S-541

B3

NOTE: WHERE SLAB THICKNESS DOES NOT EQUAL 6" PROVIDE CONTINUOUS BENT PL 1/4"x SLAB THICKNESS x 6" W/ 1/2" DIA x3" HAS AT 24" ON CENTER

MAX

1' - 0"CONT BENT PL1/4"x6"xREQD W/1/2" DIA x 3" HAS @ 24"OC @ 6" SLAB

FINISH FLR ELSEE PLAN

TYPE A TYPE B

CONT L6x6x5/16 W/ 1/2" DIAx3" HAS @ 24"OC @ 6" SLAB

3/8" STIF PL@ 48"OC

FINISH FLR ELSEE PLAN

2'-0" MAX

GREATER THAN 1'-0"

FINISH FLR ELSEE PLAN

TYPE C

CONT L6x6x5/16W/ 1/2" DIA x 3" HAS@ 24"OC @ 6" SLAB

L4x3 1/2x3/8 @ 48" OC

PL 1/4" TYPICAL

3' - 2" MAX

GREATER THAN 2' - 0"

L3x3x1/4 @ 48"OCWELD TO TOP FLANGEOF ADJACENT BEAM

PL 1/4"

L4x3 1/2x3/8 @ 48"OCWELD TO TOP FLANGEOF ADJACENT BEAM

#4 x6'-0" @ 24"OC3/16 2@243/16 2

1/43 SIDES

3/16TYP

3/16

3/16TYP

3/16TYP

GRID GRID GRID

NOTE: WHERE SLAB THICKNESS DOES NOT EQUAL 6" PROVIDE CONTINUOUS BENT PL 1/4"x SLAB THICKNESS x 6" W/ 1/2" DIA x3" HAS AT 24" ON CENTER

SEE GENERALSTRUCTNOTES

GRID

1"

1/8

CONT L5x3x1/4 LLH

SEE PLAN

VARIESMAX

1' - 0"

CONT L3x3x1/4

GRID

1"

SQUARE HSS TO MATCH JOIST SEAT DEPTH x1/4 THICK AT EA BEAM

3/16

3/16

S-541

D3

CONT L5x3x1/4 LLH

TYPE A

3/16 2@24

GRID

[2'-6" MAX]

CONT L3x3x1/4

TYPE C

3/16TYP @ EA HSS

GRID

L3x3x1/4 @ 48" OC. WELD TO TOP FLANGE OF ADJACENT BEAM

3/16TYP

PL 1/4" TYP

MAX

6"

CONT BENT PL 1/4"x3"xREQD

TYPE B

3/16 2@24

GRID

MAX

1' - 0"[HSS1 1/2x3x1/4] OUTRIGGER @ [48" OC]

3/16

HSS5 x JOIST SEAT DEPTH x1/4 BLOCKING BTWN JOISTS. PROVIDE 1" CLEAR BETWEEN BLOCKING AND END OF JOISTS.

3/16 2 @ 12

NOTE: ATTACH DECK TO HSS PER DRAWINGS

PLAN

NOTE: INSTALL OPENINGS INCOMPLIANCE WITH OSHA REQUIREMENTSINCLUDING 1926.754 OF 29 CFR

ATTACH PLATE TO DECKINGW/ #10 SELF-DRILLING SCREWS AT 12" OC ALONG EDGES

20 GAGE PL

1' -

0"

MIN

TO

P C

HO

RD

OF

JO

IST

TO

P C

HO

RD

OF

JO

IST

L5x3

x1/4

LLV

L5x3x1/4 LLV

L5x3

x1/4

LLV

L5x3x1/4 LLV

NOTE: INSTALL OPENINGS INCOMPLIANCE WITH OSHA REQUIREMENTSINCLUDING 1926.754 OF 29 CFR

L5x3x1/4 LLV

L4x4x1/4

PLANCLIP L5x5x3/8x0'-5"TYP

3/16 2@12

1/8

3/16

L4x4x1/4

L4x4x1/4

1' - 0" MIN

8" M

IN8"

MIN

12" OPNG MAX

16 GA REINF PLATE TYP

PLANNOTE: INSTALL OPENING INCOMPLIANCE WITH OSHAREQUIREMENTS INCLUDING1926.754 OF 29 CFR

SECTIONNOTE: FOR OPNGS LESS THAN 4"NO REINFORCING PLATE REQD

1' - 0" MAX

L 1 1/2x1 1/2x1/4

(2'-0" MAX)

1' - 0" TO 2'-0"

NOTE: HOLES GROUPED TOGETHER ARETO BE REINFORCED AS ONE LARGE HOLE

NOTE: INSTALL OPENINGS INCOMPLIANCE WITH OSHAREQUIREMENTS INCLUDING1926.754 OF 29 CFR

1/8 1 1/2TYP EA FLUTE

PLAN

SECTION

2'-0" MAX

L 1 1/2x1 1/2x1/4

WHICH EVER IS GREATER

12" MIN OR TOLOW DECK FLUTE

METAL DECK SPAN DIRECTION

SEE PLAN

C8x11.5

C8x11.5

C8x

11.5

C8x

11.5

NOTE: INSTALL OPNGS INCOMPLIANCE WITH OSHAREQUIREMENTS INCLUDING1926.754 OF 29 CFR 1/4

TYP

2"

3/16 2@24

TYPICAL PERIMETER ANGLE SEE SECTIONS

PLAN

2"

2"

PL 3/8 W/ 2-3/4" DIA BOLTS

PL 3/8 W/ 2-3/4" DIA BOLTS

1/4TYP

OPTION 1

OPTION 2

3" MIN3" MIN

TYP

TYP

PLATE TO MATCH ANGLE THICKNESS

1/2"

1/2"

TYP

TYP

3/16

3 SIDETYP

3/16

NOTE:FILLET WELD PLATES TO CREATE ANGLE SPLICE

'X' SHEAR CONNECTOR EQAULLY SPACED

2" 2"

EXAMPLE: W14x22 (16)

NUMBER OF EQUALLY SPACED SHEAR

CONNECTORS BETWEEN POINTS SHOWN

= "X"

NOTE: HEADED STUDS SHALL NOTBE ADDED UNTIL THE FLOOR DECKIS INSTALLED.

C3

S-741

NOTES:1. PLACE STUDS UNIFORMLY IN LOW FLUTES2. STUDS SHALL BE PLACED ON EDGE OF LOW FLUTE

FURTHEST AWAY FROM THE BEAM CENTERLINE

THRU DECK ASPER MFRSPECS

NOTE: HEADED STUDS SHALL NOTBE ADDED UNTIL THE FLOOR DECK IS INSTALLED

1 - #4 x 6'-0" @ 12" OC @ ALL FLOOR GIRDERS

HEADED ANCHOR STUDS WHERE OCCURS

FLOOR BEAMS BEYOND

12' - 0"

6" 6"

2"'X' SHEAR CONN EQUALLY SPACED

2"

EXAMPLE: W14x22 (16)

NUMBER OF EQUALLY SPACED SHEAR

CONNECTORS BETWEEN POINTS SHOWN

= "X"

NOTE: HEADED STUDS SHALL NOTBE ADDED UNTIL THE FLOOR DECKIS INSTALLED

2"

D3

S-741

JOIST SUPPORT POINT

NO LOADS OUTSIDE OF JOIST FIRST PANEL POINT @ BOTTOM CHORD

POINT LOAD ON JOIST TYP

POINT LOADS ON K-SERIES OR LH-SERIES (NON SP JOISTS) SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS:• POINT LOADS ON THE JOIST TOP CHORD OR BOTTOM CHORD THAT EXCEED 100LBS SHALL BE PLACED WITHIN 4"

OF A JOIST PANEL POINT, OR ADDITIONAL WEB MEMBERS SHALL BE ADDED AT THE POINT OF LOAD APPLICATION. • WHERE MULTIPLE POINT LOADS ARE PLACED BETWEEN THE SAME TWO PANEL POINTS, THE SUM OF THOSE

LOADS THAT ARE NOT REINFORCED WITH ADDITIONAL WEB MEMBERS SHALL NOT EXCEED100LBS.• POINT LOADS SHALL BE CONCENTRIC WITH THE CHORD FROM WHICH IT IS HUNG. BEAM CLAMPS OR OTHER

CONNECTIONS THAT INDUCE NON-CONCENTRIC LOADS ARE NOT PERMITTED.• POINT LOADS SHALL BE SPACED SO THAT THE COMBINED TOP CHORD PLUS BOTTOM CHORD POINT LOADS DO

NOT EXCEED AN EQUIVALENT LINE LOAD OF 65PLF AT ANY POINT ALONG THE JOIST.• LOADS SHALL NOT BE PLACED ON THE BOTTOM CHORD OUTSIDE OF THE FIRST PANEL POINT.• POINT LOADS IN EXCESS OF 350LBS THAT ARE NOT SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS

SHALL NOT BE PLACED WITHOUT APPROVAL FROM THE ENGINEER OF RECORD AND THE JOIST MANUFACTURER.

NOTE: JOISTS LABELED AS "SP" HAVE BEEN DESIGNED FOR THE LOADS NOTED ON THE STRUCTURAL PLANS. THOSE LOADS SHALL BE PLACED WITHIN 2" OF A PANEL POINT, OR ADDITIONAL WEB MEMBERS SHALL BE ADDED.

ADDED L2x2x1/4 WEB MEMBERS (ONE EA SIDE OF CHORDS) WHERE REQD

1/8TYP

WORK POINT DEFINES PANEL POINT LOCATION

NORTH

PROJECT

KEY PLAN

SHEET TITLE

PROJECT NO:

DRAWN BY:

ISSUE DATE:

0 8' 16' 32'1/16"=1'-0"

1/8"=1'-0" 1/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0"1"=1'-0"

1 1/2"=1'-0" 3"=1'-0"

0 4' 8' 16' 0 2' 4' 8' 0 1' 2' 4' 0 1' 2' 0 1' 2' 0 3" 6" 1' 0 3" 6"6"

CHK'D BY:

PR

OJE

CT

1 2 3 4 5

CD

BA

Scale

E

6

1 2 3 4 5 6

EDMONDSON REED ASSOCIATES

1401 S. Denver Ave., Suite B

Tel. (918) 884-6007

Tulsa, OK 74119

Fax. (877) 276-1242

This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of EDMONDSON REED ASSOCIATES, and is not to be used, in whole or in part, for any other project, without the written authorization of EDMONDSON

REED ASSOCIATES.

INTERIOR ARCHITECTUREJCJ Architecture120 Huyshope AvenueSuite 400Hartford, CT 06106860-247-9226

STRUCTURAL ENGINEERINGChavez-Grieves Consulting Engineers, Inc.4700 Lincoln Road NESuite 102Albuquerque, NM 87109505-344-4080

MEP ENGINEERINGMSA Engineering Consultants370 E. Windmill Ln.Suite 100Las Vegas, NV 89123702-896-1100

CIVIL ENGINEERING / SURVEYINGNative Plains Surveying and Mapping / RK & Associates PLC5807 S. Garnett Rd.Suite KTulsa, OK 74146918-234-7596

LOW VOLTAGE / THEME LIGHTINGM/E Engineering60 Lakefront BoulevardSuite 320Buffalo, NY 14202716-845-5092

FOOD SERVICESHesman Group, LLC7645 E. 63rd St.Suite 201Tulsa, OK 74133918-935-5036

THIS SET IS FOR

PRELIMIN

ARY PRICIN

G

AND IS N

OT FOR

CONSTRUCTION

4/4

/20

18 8

:25

:14

AM

As indicated

CH

ER

OK

EE

HA

RD

RO

CK

CA

SIN

O 4

S-741

201704

03/23/2018

J ANDERSONC ROMERO

TYPICAL STEEL DETAILS

CASINO 4

Pricing Set - 95%

SCALE: 1 1/2" = 1'-0"C3TYPICAL COMPOSITE BEAM

SCALE: 3/4" = 1'-0"B4TYPICAL SLAB EDGE AT BEARING CONDITION

SCALE: 3/4" = 1'-0"A4TYPICAL SLAB EDGE AT NON-BEARING CONDITION

SCALE: 3/4" = 1'-0"D5TYPICAL ROOF BRG DECK EDGE

SCALE: 3/4" = 1'-0"D4TYPICAL DECK EDGE AT BEAM

SCALE: 3/4" = 1'-0"C4TYPICAL DECK EDGE AT NON-BEARING

SCALE: 3/4" = 1'-0"A2TYPICAL HSS BLOCKING DETAIL

SCALE: NTSB1TYPICAL ROOF OPENING 0"-12"

SCALE: NTSA1TYPICAL ROOF OPENING > 12"

SCALE: NTSB2TYPICAL SLAB OPENING 4"-12"

SCALE: NTSC2TYPICAL SLAB OPENING 12"-24"

SCALE: NTSD2TYPICAL SLAB OPNG > 24"

SCALE: NTSC1TYPICAL PERIMETER ANGLE SPLICE

SCALE: NTSB3TYPICAL COMPOSITE BEAM ELEV

SCALE: 3/4" = 1'-0"D3TYPICAL FLOOR GIRDER

SCALE: NTSA3TYPICAL COMPOSITE GIRDER ELEV

SCALE: NTSD1TYPICAL JOIST REINFORCING

No. Description Date