A

B

C

D

E

F

G

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

6/13/16

--/--/----

16.019.00

C 2016 CCCA

SCHEMATIC PRICING

CH

APM

AN

CO

YLE

CH

APM

AN

& A

SSO

CIA

TES

ARC

HIT

ECTS

AIA

, IN

C.

1225

JOH

NSO

N F

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RO

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, BU

ILD

ING

800

, MA

RIET

TA, G

EORG

IA 3

0068

Hill

woo

d C

ount

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lub

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Add

ition

& I

nter

ior

Ren

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ion

6201

Hic

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Val

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Roa

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7205

NOT FOR CONST

RUCTION

A5.01-16.019.00

D1A5.01

EXTERIOR ELEVATION (NORTH)1/4" = 1'-0"

A5.01-16.019.00

A1A5.01

EXTERIOR ELEVATION (EAST)1/4" = 1'-0"

A5.01

EXTERIORELEVATIONS

1. [04 2113] STONE VENEER

2. [04 7200] CAST STONE – WATER TABLE

3. [04 7200] CAST STONE – ARCH LINTEL

4. [07 4100] GUTTER & DOWNSPOUT(ALUM.) - SEE DETAIL C6/A4.11

5. [07 4646] HARDIE TRIM

6. [07 3110] ASPHALT SHINGLES

7. [07 3110] ASPHALT SHINGLES – RIDGEVENT

8. [08 5213] STORE FRONT ALUM. WINDOWSYSTEM

9. [09 9723] EXT. ELASTOMERIC COATING– ON ALL NEW BRICK VENEER

10. E.I.F.S. CORNICE PROFILE SIMILAR TOEXISTING

11. NEW CAST STONE CAP ON MODIFIEDBRICK PIERS.

12. 16" BOT. DIAMETER ROUND GFRCCOLUMN WITH P.T. 4X4 POST.

13. 12" BOT. DIAMETER ROUND GFRCCOLUMN WITH P.T. 4X4 POST.

14. PAINTED BRICK.

15. [08 5213] STORE FRONT ALUM. WINDOWSYSTEM WITH VERTICAL MUNTINPATTERN.

SHEET NOTES

GENERAL NOTES

EXISTING TO REMAINEXISTING TO REMAIN

EXISTING TOREMAIN

EXISTING WINDOWSTO REMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTINGTO REMAIN

EXISTINGTO REMAIN

13

1

1

3

10

4

6

2

8

11

5

10

11'-0

"13

'-11

1/4"

F.F.

T.O.S.

F.F.

10'-0

"

11'-0

"10

'-6"

F.F.

F.F.

WINDOW

A. G.C. TO VERIFY ALL FINISH GRADES.

B. DESIGN, FABRICATE & INSTALL ALLGUARDRAILS TO WITHSTAND AUNIFORMLY DISTRIBUTED LOAD OF 50LBS. L.F. APPLIED IN ANY DIRECTIONAND A CONCENTRATED LOAD OF 200LBS. APPLIED AT ANY POINT AND INANY DIRECTION WITH +/- LOADSAPPLIED SEPARATELY. ALLGUARDRAILS TO CONFORM TO I.B.C.1013 & 1607.7.1.

A6.01A1

A6.11A4

A6.11A1

12

14

EXIS

TIN

G C

ON

DIT

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15

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

6/13/16

--/--/----

16.019.00

C 2016 CCCA

SCHEMATIC PRICING

CH

APM

AN

CO

YLE

CH

APM

AN

& A

SSO

CIA

TES

ARC

HIT

ECTS

AIA

, IN

C.

1225

JOH

NSO

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RO

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, BU

ILD

ING

800

, MA

RIET

TA, G

EORG

IA 3

0068

Hill

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Add

ition

& I

nter

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6201

Hic

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7205

NOT FOR CONST

RUCTION

x-bs02-00.000.00

E5A6.01

BUILDING SECTION @ KITCHEN1/4"= 1'-0"

x-bs01-00.000.00

A1A6.01

BUILDING SECTION1/4"= 1'-0"

A6.01

BUILDINGSECTIONS

SEALANT NOTES

Sealants @ Exterior:

1. Low Modulus Neutral Curing Silicone Sealant:  Dow Corning 790:  Porous substrates, such asmasonry, cast stone, and stone joints.  Most of the time DC-790 will bond well to these substrateswithout priming.  The low modulus performance is also required by most EIFS manufacturers. CD-790 will be required at window perimeter joints; primer is typically required for adhesion tometal surfaces.  Equivalent sealants are manufactured by Tremco (Spectrum 1), Pecora (890).

2. Medium Modulus Neutral Curing Silicone Sealant:  Dow Corning 756/795:  Non-porous substrates,such as glass, glass-to-metal, and metal-metal.  For storefronts and curtainwalls, use DC-795 ratherthan polyurethane or butyl sealants for hidden interior sealant work inside aluminum framing. Equivalent sealants are manufactured by Tremco (Spectrum 2), Pecora (864).

3. Silyl Terminated Polyether Sealant:  Sonneborn Sonolastic 150:  This sealant combines the benefits ofsilicone (UV stability) and urethane (paintability and primerless adhesion).  Use at fiber cementsiding joints and joints between fibercement siding and adjacent construction.

4. Multi-Component Polyurethane Sealant:  Sonneborn NP2 or Tremco Dymeric 240FC are acceptable.

5. Exterior  Sheathing Joints:  See Air/Water Barrier Spec. section.

6. Warranty:  Silicone sealants to have a 20 year manufacturer's performance warranty.  A sealantshould have a 2-5 year installers warranty.

7. Sheet Metal Flashing:  All splices should have a minimum 4” lap sealed with a bed of DC-795.

8. Backer Rod: Provide a jacketed backer rod to avoid the out-gassing often experienced when closedcell backer rod is abraded.  Basis of design should be Sof Rod by Nomaco.

9. Adhesion Testing:  Adhesion testing and preparation requirements should be provided by thesealant manufacturer.

SHEET NOTES

GENERAL NOTES

1. ASPHALT SHINGLE SYSTEM OVER 30#FELT.

2. E.I.F.S. CORNICE PROFILE SIMILAR TOEXISTING.

3. PRE-CAST STONE ARCH TO MATCHEXISTING.

4. E.I.F.S. PANEL.

5. STONE VENEER.

6. PRECAST STONE WATER TABLE.

7. STEEL BAR JOISTS.

8. SUSPENDED CEILING GRID WITH VINYLFACED CEILING TILES.

9. 6" METAL STUD WITH GYPSUMSHEATHING AND LIQUID APPLIED AIR &MOISTURE BARRIER.

10. 12" CMU FOUNDATION WALL ONSHALLOW CONCRETE FOOTING WITH 4"FLOOR SLAB.

11. PRE-FAB METAL ROOF TRUSSES.

12. PERGOLA STRUCTURE OF SYNTHETICNOMINAL SIZE MEMBERS.

13. 6X6 P.T. POST WITH SYNTHETIC COLUMNWRAP.

14. 12" C.M.U PIER BLOCK WITH STONEVENEER AND PRECAST STONE CAP.

15. REMOVE EXISTING BRICK VENEER ANDREPLACE IT WITH STONE VENEER TOMATCH EXISTING.

x-bs02-00.000.00

F1A6.01

EXTERIOR ELEVATION @ KITCHEN1/4"= 1'-0"

1

2

4

5

6

3

EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING TO REMAINEXISTING TO REMAIN

EXISTING TO REMAIN

9

7

8

10

11

12

13

14 14

EXISTING TO REMAIN

GENERAL NOTES:(APPLIES TO ALL WALL & BUILDING SECTION& DETAIL SHEETS)

1. "COLD FORMED" / "STRUCTURAL STEELSTUDS" ARE SPECIFIED ON THESTRUCTURAL DRAWINGS. REFER TOSTRUCTURAL DRAWINGS / SPECS FORGAUGE, SPACING AND DETAILS. EXTERIORWALLS AND SOFFITS ARE TO BECONSTRUCTED WITH STRUCTURAL STEELSTUDS. SEE PARTITION TYPES ON A1.11FOR INTERIOR WALL AND SOFFITFRAMING REQUIREMENTS.

2. STRUCTURAL STEEL, ROOF TRUSSES,CONCRETE FOUNDATIONS, AND LINTELS,METAL STUD HEADERS AND LINTELS INARCHITECTURAL WALL SECTIONS ARESHOWN GRAPHICALLY - REFER TOSTRUCTURAL DRAWINGS FOR EXACTSIZES, REINFORCING, MISC BRACINGMEMBERS AND ATTACHMENTS.

3. EXPOSED METAL FLASHING IS ALUM.,UNLESS NOTED OTHERWISE.

4. PROVIDE STAINLESS STEEL DRIP EDGEWHERE THRU WALL FLASHING DRIPWOULD BE EXPOSED TO SUN.

5. ALL EXTERIOR SHEATHING IS 1/2"DENSGLASS (U.N.O. ON STRUCTURAL). SEESTRUCT. FOR PLYWOOD SHEAR WALLLOCATIONS. BOTH COVERED IN AIRINFILTRATION BARRIER (SEE SPECS).

6. SHEET MEMBRANE FLASHINGS ANDWATERPROOFING SHOULD BETERMINATED WITH A CONTINUOUSTERMINATION BAR AND SEALED.

7. PROVIDE FLEXIBLE VENEER ANCHORAGEAT 16" O.C. VERT. & 16" O.C. HORIZ MAXAPPROPRIATE TO BACKUP AT ALL STONEVENEER LOCATIONS- WHETHERSPECIFICALLY INDICATED ON WALLSECTIONS OR NOT.

8. ALL EXTERIOR METAL STUD WALLS -EXTEND GYP. BD. AND EXT. SHEATHING TOTOP OF STRUCTURE.

9. ALL PRESSURE TREATED WOOD BLOCKINGIN AN EXTERIOR WALL SHALL BEWRAPPED IN ICE & WATER SHIELD (PEEL &STICK) AND HAVE GALVANIZEDFASTENERS.

10. ALL INSULATING MATERIALS SHALL HAVEA FLAMESPREAD INDEX OF NOT MORETHAN 25 AND A SMOKE-DEVELOPEDINDEX OF NOT MORE THAN 450 ASDETERMINED IN ACCORDANCE WITHASTM E 84.

11. BATT INSULATION IN EXTERIOR WALLSW/ METAL STUDS, REFER TO SPEC 07 21000FOR MIN. THERMAL VALUE : R-19.

12. BATT INSULATION IN CEILINGS / SOFFITS,REFER TO SPEC 07 2100 FOR THERMALVALUE : R-30.

13. PROVIDE ONE (1) INCH MINIMUM AIRSPACE BETWEEN MASONRY VENEER ANDTHE OUTSIDE FACE OF EXTERIORSHEATHING OR OUTSIDE FACE OF C.M.U.

14. ALL FIBER CEMENT SIDING AND FIBERCEMENT TRIM IS BY JAMES HARDIE.

15. ALL FIBER CEMENT TRIM IS 5/4 XLDHARDIE TRIM, TEXTURE IS SMOOTH(PAINTED).

DECORATIVE BOX BEAM

TYP. WALL· stone veneer· air space· air moisture barrier· 5/8" gyp. sheathing· 6" metal studs· batt insulation· 5/8" gyp. board

BUILD UP SUBFLOORTO OVERCOME SLOPEIN EXISTING SLAB-SEESTRUC.

TYP. WALL· stone veneer· air space· air moisture barrier· 5/8" gyp. sheathing· 6" metal studs· batt insulation· 5/8" gyp. board

BANQUET

GALLERY GALLERYGALLERYGALLERY

KITCHENDISHWASHING

MECH.

ELEV.

ENTRY FOYERWOMEN WOMEN'S

LOUNGE

CORRIDOR

MEN STORAGE

BANQ.BAR

STORAGE

STAIRSTORAGE

MECH.

HICKORYROOM

SERVICE

DRYSTOR.

MECH.EMPLOYEE'S

LOUNGE

EMPLOYEE'SMEN

EMPLOYEE'SWOMEN

DOCK

WALK-INS

GALLERY

CHEFOFFICE

CLOSET206

LINEN

208

COOLER

224PASTRY

KITCHEN

223

BUFFET209

UNISEX205

BAR218

SERVICE

220 219

LOUNGE217

WINE215

PRIVATEDINING

213

FOYER212

TERRACEGRILL

221

COVEREDTERRACE

222

214

201 202 204

203

207 210

211

216

27'-1

1/2

"

24'-4"

3'-4"

2'-4

"

12'-8

"

8'-6" 2'-2 1/2" 9'-2"

6'-3

1/2

"7'

-11

1/2"

6'-3

"6'

-1"

1'-1

"11

'-10"

1'-1

"12

'-8"

33'-1

1/4

"

20'-0

"

11'-2 1/2"

9'-0

"

15'-7 5/8"

11'-11 1/4" 7'-7" 7'-7" 7'-7" 7'-7" 18'-2 1/2" 25'-9 1/4"

6'-2

"

19'-2

7/8

"

9'-0" 12'-6

1/8

"1'

-3"6

'-5 3

/8"

7'-1

1 1/

2"6'

-5 1

/2"

7'-9

"5'

-0 1

/2"

20'-5

"5'

-0 1

/2"

1'-1

0"13

'-4"

2'-7

"13

'-4"

2'-1

1/4

"

2'-1" 9'-8" 2'-1" 11'-6" 2'-2" 11'-6" 2'-0 1/2" 7'-3" 2'-1" 6'-9" 7'-7 3/4" 7'-7 3/4" 7'-10" 9'-0"

33'-2

1/4

"

50'-4 1/2" 38'-10 1/2"

4'-4 5/8"

7'-6

1/4

"

7'-1 1/2"

x-ap02-14.040.00

A1A2.02

FLOOR PLAN : LEVEL 2001/8" = 1'-0"

A2.02

FLOOR PLAN :LEVEL 200

A

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C

D

E

F

G

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

6/13/16

--/--/----

16.019.00

C 2016 CCCA

SCHEMATIC PRICING

CH

APM

AN

CO

YLE

CH

APM

AN

& A

SSO

CIA

TES

ARC

HIT

ECTS

AIA

, IN

C.

1225

JOH

NSO

N F

ERRY

RO

AD

, BU

ILD

ING

800

, MA

RIET

TA, G

EORG

IA 3

0068

Hill

woo

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lub

Din

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Add

ition

& I

nter

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Ren

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ion

6201

Hic

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Val

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Ten

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7205

NOT FOR CONST

RUCTION

SHEET NOTES

GENERAL NOTES

1. 30" high transom windows.

2. Built in base cabinets with stone top.

3. Stained wood wine bottle display cabinets.

4. Overhead roll down sound door with newdouble swing doors on dining side to hidethe roll down is engaged.

5. 36" modular fireplace with gas logs.

6. CMU surround with brick veneer.

7. GFRC columns with internal structuralpost-typ.

8. Booths by ID, dividing walls by G.C.

9. Stained wood drink ledge.

10. New 42" wide door with FRP veneer, byEliason.

11. Infill window opening with same materialand finish as adjacent surfaces, exteriorbrick, interior gyp board.

12. New poured concrete steps with integraltread texture and new 1 1/2" pipe hand rail.

13. Mechanical vertical chase, see mech.drawings.

LEGEND

EXISTING BUILDINGAREA TO REMAIN

1. PATCH AND REPAIR EXISTING GWBPARTITIONS AND WOOD TRIM TOREMAIN FOR LIKE NEW APPEARANCEAND PREPARE TO RECEIVE NEW PAINT.PREPARE WOOD SURFACE ASREQUIRED TO RECEIVE A NEW PAINTFINISH.

A6.01A1

A6.11A1

A6.01E5

A5.01D1

A5.01A1

1

2

3

4

5

6

7

8

9

10

11

12

13

9-0x

9-0

P.D

.

7-0x

8-0

P.D

.

9-0x

9-0

P.D

.

12'-3 1/8"12'-3 1/8"

12'-3 1/8"12'-3 1/8"

12'-3 1/8"12'-3 1/8"

12'-3 1/8"12'-3 1/8"

9'-2 3/8"9'-7 3/8"

9'-7 3/8"

9'-7 3/8"

9'-7 3/8"

7'-7

1/2

"

16'-0

"

12'-0"

18'-2"

10'-4 3/8"

10'-4 3/8"

10'-4 3/8"

11'-0 1/4"

4'-4 3/4"11'-0 1/4"4'-4 3/4"

10'-0 1/8"

20'-0 1/8"

24'-5 3/8"

18'-2

"

11'-0"

73'-9

3/4

"

9'-3

3/8

"

9'-3

3/8

"

10'-4

1/2

"

9'-2"

9'-11"

20'-0

1/8"

18'-9 3/8" 11'-7

3/8"

10'-1

1/4"

9'-11

1/2"

4'-0"

R10'-0"

R10'-0"

27'-11 7/8"

44'-0

7/8

"

R18'-0"6'-6 1/4"

4'-0"

14'-2"47'-4

7/8

"

9'-5 7/8"

7'-8 5/8"

10'-5 3/8"

x-xp01-16.020.00

A1A2.01

POOL SITE PLAN1/8" = 1'-0"

A2.01

POOL SITEPLAN

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

7/5/16

--/--/----

16.020.00

C 2016 CCCA

SCHEMATIC PRICING

CH

APM

AN

CO

YLE

CH

APM

AN

& A

SSO

CIA

TES

ARC

HIT

ECTS

AIA

, IN

C.

1225

JOH

NSO

N F

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, BU

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800

, MA

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01 H

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372

05

NOT FOR CONST

RUCTION

EXISTING LAWNTO REMAIN

EXISTING LAWNTO REMAIN

EXISTING LAWNTO REMAIN

EXISTING LAWNTO REMAIN

EXISTING LAWNTO REMAIN

EXISTING LAWNTO REMAIN

EXISTING LAWNTO REMAIN

CONCRETE WALK

TO BE REMOVED

CONCRETE DECKTO BE REMOVED

DEMO EXISTING POOL-PLUMBINGAND EQUIPMENT TO REMAIN,CONNECT TO NEW SPLASH PAD

NEW 4"CONCRETES.O.G.

DEMOCONCRETE PAD

NEW STEEL PICKETFENCE, 54" HIGH,PRE-FINISHED BLACK

NEW STEEL PICKETFENCE, 54" HIGH,PRE-FINISHED BLACK

NEW STEEL PICKETFENCE, 54" HIGH,PRE-FINISHED BLACK

NEW FIBERGLASSPERGOLA SYSTEM

NEW FIBERGLASSPERGOLA SYSTEM

EXISTING POOL TOREMAIN- N.I.S.

EXISTING BUILDINGTO REMAIN- N.I.S.

EXISTING POOL DECKTO REMAIN- N.I.S.

EXIS

TIN

G C

ON

CRE

TEW

ALK

TO

REM

AIN

NEW ZERO ENTRY SPLASHPAD WITH 1:8 SLOPE TO 6"DEEP WITH NON-SLIPFINISH-CONNECT TOEXISTING POOLEQUIPMENT

EXISTING POOL DECKTO REMAIN- N.I.S.

EXISTING POOL DECKTO REMAIN- N.I.S.

EXISTING CONCRETEWALK TO REMAIN- N.I.S.

EXISTING EQUIP.ENCLOSURE TOREMAIN

EXISTING FENCETO REMAIN

EXISTING FENCETO REMAIN

EXISTING BUILDINGTO REMAIN- N.I.S.

A6.01A4

F4A6.01

A1A5.01

NEW 4"CONCRETES.O.G.

NEW 4"CONCRETES.O.G.

NEW 4"CONCRETES.O.G.

NEW 4"CONCRETES.O.G.

NEW 4"CONCRETES.O.G.

0"-6" -7"

0"

0"

0"

0"

0" 0"

-6"

-6"

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

7/5/16

--/--/----

16.020.00

C 2016 CCCA

SCHEMATIC PRICING

CH

APM

AN

CO

YLE

CH

APM

AN

& A

SSO

CIA

TES

ARC

HIT

ECTS

AIA

, IN

C.

1225

JOH

NSO

N F

ERRY

RO

AD

, BU

ILD

ING

800

, MA

RIET

TA, G

EORG

IA 3

0068

Hill

woo

d C

ount

ry C

lub

Swim

min

g Po

ol R

enov

atio

n62

01 H

icko

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alle

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oad

Nas

hvill

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enne

ssee

372

05

NOT FOR CONST

RUCTION

A5.01-16.020.00

A1A5.01

EXTERIOR ELEVATION TOWARDS POOL1/8" = 1'-0"

A5.01

EXTERIORELEVATIONS

SHEET NOTES

GENERAL NOTES

A. G.C. TO VERIFY ALL FINISH GRADES.

x-ad00-16.020.00

C3A5.01

EXTERIOR ELEVATION DETAIL1/2" = 1'-0"x-ad00-16.020.00

C1A5.01

PILASTER DETAIL1 1/2" = 1'-0"

A6.01A1

A5.01C1

A5.01C1

2'-0"

2'-0"

6 1/

4"3

7/8"

1 1/

2"

1 1/4" 1 7/8"

3"2

1/8"

3 3/

8"

8 1/

2"

2"

3/8"

21'-3

1/2

"

LINE OF STONE SILLBELOW

PILASTER BASEBELOW

EIFS WITH SMOOTHFINISH OVER CLOSEDCELL FOAM BOARD

A5.01C1

GRID OF STAINLESS STEEL CABLESYSTEM ON STAND OFF'S FROMBRICK FACE TO ALLOWLANDSCAPE VINES TO CLIMB

TUBE STEEL FRAMEON DECORATIVEBRACKETS WITH 5VCRIMP METAL ROOFPANELS

STAINLESS STEEL CABLESYSTEM ON STAND-OFFSTO SUPPORT LIVINGVINESPERGOLA SYSTEM-SEE PLAN FORNUMBER ANDLOCATION OF POSTS

STEEL ROOFCANOPY'S

APPLIED CLOCK FACENUMBERS AND MOVEMENT

EXISTING DOOR EXISTING DOOR

ALUMINUM FLASHINGIN REGLET SET INSEALANT

NOTE:MODIFICATIONS TO THE BUILDINGFACE ARE DEPICTED ON THISELEVATION. NO OTHER ADDITIONSARE TO BE DONE ON ANY OTHERBUILDING FACE.

PILASTER TO WRAP CORNEREQUALLY ON BOTH SIDES

APPLIED EIFS PILASTERSTO BRICK FACE-TYP.

A5.01C3

A6.01A4

EXISTING STONE SILL

EXISTING STONE SILL

EXISTING BRICKVENEER

EXISTING PAINTEDBRICK VENEER

EXISTING E.I.F.S.CORNICE PROFILE