GENERAL CONTRACTOR CONSTRUCTION MANAGER 1962 FILIATREAU ...€¦ · construction manager 1962 filiatreau lane bardstown, ... spacing to no greater than 18 feet on ... general contractor

CLARK'S PUMP-N-SHOP2001 PARIS PIKE

GEORGETOWN, KY 40324

INC.

GENERAL CONTRACTORCONSTRUCTION MANAGER

1962 FILIATREAU LANEBARDSTOWN, KY 40004

PH: 502-348-2305 FAX: 502-348-2008www.bcdinc.us

INDEX:COVER SHEETS-1 FOUNDATION PLANS-2 STRUCTURAL ELEVATION AND SECTIONSS-3 ENTRY ELEVATION AND SECTIONSCVR - ARCHITECTURAL COVERA1.01 - FLOOR PLANA2.01 - EXTERIOR ELEVATIONA3.01 - COMMERCIAL ADA - ANSI GUIDELINESA3.02 - ACCESSIBILITY SITE DETAILSA3.03 - SCHEDULEA4.01 - ROOF PLANA5.01 - WALL SECTIONS & DETAILSA5.02 - WALL SECTIONS & DETAILSA6.01 - DOOR DETAILSA6.02 - WINDOW DETAILSE-1 ELECTRICAL PLANM-1 MECHANICAL PLANP-1 PLUMBING PLANP-2 SEPTIC RISER DIAGRAM

VICINITY MAP

OCCUPANCY LOAD:ROOM SF FACTOR OCCUPANTSSTORAGE 1205 300 4MERCANTILE 3242 30 108

TOTAL: 4447 112

3242SQFT

1205SQFT

11'-0"

FRONT DOOR

(ROUGH OPENING)

20'-7"

32

'-4

"3

2'-4

"

24'-6"

B

C

B

A

ABCD

1

2

3

4"

1'-4"

B

24'-6" 25'-0"

DESIGN DATA

SOILALLOWABLE SOIL BEARING CAPACITY ASSUMED TO BE 2,000 PSF.

DUE TO THE LACK OF SPECIFIC GEOTECHNICAL INFORMATION, THIS CONCRETEFOUNDATION HAS BEEN DESIGNED USING A NET ALLOWABLE SOIL BEARING PRESSUREOF 2,000 PSF. THE DESIGNER IS NOT RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT,SLAB CRACKING OR FUTURE DEFECTS RESULTING FROM UNREPORTED CONDITIONSMITIGATING THE ABOVE ASSUMPTIONS.

LOAD CHARTROOF:LIVE 20 psfSNOW 12.6 psfDEAD 3 psfCOLLATERAL 10 psf

FLOORLIVE 100.0 psfDEAD (SLAB ON GRADE) 50 psf

WINDPRIMARY FRAME AND COMPONENTS GREATER THAN 700 SQ. FT.

BASIC WIND SPEED V3S...................................................................90 MPHEXPOSURE

CATEGORY ........................................................................EXPOSURE CIMPORTANCE FACTOR......................................................................lw = 1.0

MINIMUM 28 DAY CONCRETE STRENGTHS:FOOTINGS: 3,500 PSIINTERIOR SLABS ON GRADE: 3,500 PSIC.I.P. WALLS: 3,500 PSI

CONCRETE NOTES

ALL CONCRETE WORK SHALL CONFORM TOTHE LATEST ISSUE OF THE BUILDING CODEREQUIREMENTS FOR REINFORCE CONCRETE(ACI 318) AND SPECIFICATIONS FORSTRUCTURAL CONCRETE FOR BUILDINGS (ACI301) OF THE AMERICAN INSTITUTE.

REINFORCING STEEL: ALL DEFORMED BARSSHALL BE ASTM A-615-82 GRADE 60 HAVING AYIELD STRENGTH OF 60,000 PSI. WELDED WIREFABRIC (WWF) SHALL CONFORM TO ASTM A185.

CONSTRUCTION OR CONTROL JOINTS IN SLABON GRADE TO BE AS SHOWN ON PLANS.WHERE NOT SHOWN, LIMIT CONTROL JOINTSPACING TO NO GREATER THAN 18 FEET ONANY SIDE OF 6 INCH SLABS AND 12 FEET OR 4INCH SLABS ON GRADE. THE SECTIONSBOUNDED BY CONTROL OR CONSTRUCTIONJOINTS SHALL BE APPROXIMATELY SQUARE,WITH THE LENGTH TO WIDTH RATIO LESSTHAN 1.5.

ALL BACKFILL UNDER SLAB AREAS IS TO BECOMPACTED GRANULAR FILL. BACKFILLINGWITH DISTURBED SOIL IS NOT ALLOWED.

COORDINATE CONCRETE WORK WITH ARCHITECTURAL DRAWINGS ANDSPECIFICATIONS FOR ARCHITECTURAL FINISH CONCRETE, RECESSED AREAS,EMBEDDED ITEMS, AND SPECIAL CONTROL JOINTS.PROVIDE DOWELS IN FOOTINGS TO MATCH VERTICAL WALL AND PIER REINFORCING.PROVIDE CORNER BARS AT WALL FOOTING CORNERS TO MATCH HORIZONTALREINFORCING.

SEE BAR SPLICE TABLE BELOW FOR MINIMUM LENGTH OF EACH LEG.CONCRETE SPLICES

TYPE A TYPE BBAR (NON TOP BAR) (TOP BAR)SIZE LENGTH (IN) LENGTH (IN)#3 14 18#4 19 24#5 23 30#6 30 40#7 41 54#8 55 71#9 69 90

PROVIDE THE FOLLOWING MINIMUM CLEAR COVER FORREINFORCING STEEL FROM SURFACE OF CONCRETE:

-FOR CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:

3" IN GENERAL2" FOR FOUR INCH SLABS ON GRADE

-FOR CONCRETE SURFACE EXPOSED TO THE WEATHEROR AGAINST WHICH BACKFILL BE PLACE

2" FOR #6 BARS AND LARGER11

2" FOR #5 BARS AND SMALL EXCEPT AS NOTED FORPRECAST PANELS

-FOR SURFACES OTHER THAN ABOVE:11

2" FOR COLUMN SPIRALS OR TIES, OR STIRRUPS(EXCEPT PAN JOISTS)

34" FOR SLABS AND FOR STIRRUPS IN PAN JOISTS

TOLERANCES FOR BAR COVER ARE +/- 38 FOR CONCRETE

HAVING A THICKNESS GREATER THAN 8 INCHES. TOLERANCEFOR LONGITUDINAL LOCATION OF BENDS AND ENDS OFREINFORCEMENT SHALL BE +/- 1

2INCH FOR CONCRETE HAVINGA THICKNESS GREATER THAN 8 INCHES. TOLERANCE FORLONGITUDINAL LOCATION OF BENDS AND ENDS OFREINFORCEMENT SHALL BE +/- 2 INCHES EXCEPT ATDISCONTINUOUS ENDS OF MEMBERS WHERE THE TOLERANCESHALL BE +/- 1

2 INCH. TOLERANCE FOR BAR SPACING IS +/- 2INCHES. TOLERANCE FOR LENGTH OF LAP SPLICE IS - 1 INCH,AND TOLERANCE FOR EMBEDDED LENGTH IS +/- INCH.

FOOTING

MARK

SIZE (LxWxH)

TOP STEEL BOTTOM STEEL

A-1;D-1 5'-9" X 5'-9" X 1'-0" (5) #5'S EACH WAY (5) #5'S EACH WAY



B-1;C-1 7'-0" X 7'-0" X 1'-0" (6) #5'S EACH WAY (6) #5'S EACH WAY

PIER

SIZE (LxWxH)

DOWELS STIRRUPS

1'-1

1

2

" X 0'-9" X 1'-0"

(6) #5's #3@ 6" OC

1'-7" X 0'-10" X 2'-0" (8) #5's #3@ 6" OC

1'-7" X 0'-10" X 2'-0" (8) #5's #3@ 6" OC

1'- 1

1

2

" X 0'-10" X 1'-0"

(6) #5's #3@ 6" OC

ANCHOR BOLTS

NO.

DIA (in)

TYPE

PROJ. (in) OAL (in)

4 0'-0 3/4" "L" HOOK 0'-3" 1'-6"

6 0'-1" "L" HOOK 0'-3" 2'-0"

4 0'-0 3/4" "L" HOOK 0'-3" 1'-6"

4 0'-0 3/4" "L" HOOK 0'-3" 1'-6"

FOOTING/PIER SCHEDULE

#5'S @24" O.C. TYP. LOCATED IN

BLOCK CAVITIES @ ON BOTH SIDES

OF DOORS AND CORNERS

(FRONT BLOCK WALL ONLY.)

4" CONCRETE SLAB

W/6X6 W1.4 X W1.4 X W.W.WF.

STD. HOOK

(3) #5 BARS CONT.

2" RIGID INSULATION

#4 @4'-0" O.C.

4" CONC. SLAB SIDEWALK

W/6X6 W1.4 X W1.4 W.W.F.

8" (TYP)

8" ASPHALT

(3) #5 HORIZ. CONT.

4" CONCRETE SLAB W/6X6 W1.4 X W1.4 W.W.F.

6 MIL VAPOR BARRIER

MIN. 4" GRANULAR FILL

UNDISTURBED EARTH OR

COMPACTEDGRANULAR FILL

2" RIGID INSULATION

COMPACTED GRANULAR BACKFILL

#5 VERT. DOWELS @ 24" O.C.

3" M

IN

.

CONTROL JOINT SAW CUT 1 1/2" DEEP

OR

1

8

" PREFORMED INSERT. FILL

CUT w/ JOINT FILLER FLUSH w/ TOP OF SLAB

6 MIL VAPOR BARRIER (TYP)

6X6 W1.4 X W1.4 W.W.F.

REINFORCING (TYP)

MIN. 4" COMPACTED

GRANULAR FILL


COMPACTED

GRANULAR FILL

(6) #5 PEDESTAL DOWELS

2" RIGID INSULATION

UNDISTURBED EARTH

OR COMPACTED GRANULAR FILL

4" CONCRETE SLAB W/6X6 W1.4 X W1.4 W.W.F.

L-HOOK ANCHOR BOLT SEE FOOTING SCHEDULE

#3 TIES @ 6" O.C. AROUND ANCHOR BOLTS.

3" MIN. (TYP)

2'-0

" M

IN

3" MIN

SECTION A-A (TYP.) 8 PLACES

SECTION C-C STOREFRONT

SECTION B-BTYPICAL ALL GRADE BEAMS

CONTROL JOINT DETAILCONSTRUCTION JOINTS MAY BE USED IN PLACE

OF CONTROL JOINTS SHOWN ON FOUNDATION PLAN

6 MIL VAPOR BARRIER

MIN. 4" COMPACTED

GRANULAR FILL


COMPACTED GRANULAR FILL

MIN. 4" COMPACTED

GRANULAR FILLUNDISTURBED

EARTH OR COMPACTED

GRANULAR FILL

8"

(3) #5 CONTINOUS

CUT EVERY OTHER WIRE

@ CONTROL JOINTS

2'-0

" M

IN

PERFORMED GALVANIZED KEY CONT.

6 MIL VAPOR BARRIER (TYP)

6X6 W1.4 X W1.4 W.W.F.

REINFORCING (TYP)

MIN. 4" COMPACTED

GRANULAR FILL


COMPACTED

GRANULAR FILL

CONSTRUCTION JOINT DETAIL

WELD WIRE MESH DISCONTINUED

AT CONSTRUCTION JOINT

SLAB JOINT DETAIL

MUDSILL (LEAN CONCRETE)

1

2

" PRE-MOLDED EXPANSION JOINT MATERIAL

3" MIN (TYP)

6 MIL. VAPOR BARRIER

1

2

" PRE-MOLDED EXPANSION JOINT MAT'L

4'-4"

1

3

8

"

12"

PERIMETER FND. DRAIN IF REQ'D

(REF-SOILS REPORT & SITE PLANS)

2'-0"

MIN. 4" COMPACTED

GRANULAR FILL

2'-0

"1

'-0

"

8"

HORIZONTAL CORNER BAR

#5 24" O.C. STD. HOOK

3" M

IN

.

COMPACTED

GRANULAR BACKFIL




SEE SCHEDULE

SE

E

SC

HE

DU

LE

1

2

" PRE-MOLDED EXPANSION JOINT MATERIAL

2"


SEE SCHEDULE

UNDISTURBED EARTH



#3 TIES @ 6" O.C.

SEE SCHEDULE

GENERAL NOTES:1. REFER TO NUCOR SHOP DRAWINGS FOR ANCHORBOLT LOCATIONS AND ALL DIMENSIONS.

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DATE: 12-14-16

DRAWN: B.VAUGHAN

REVISED: 1-25-17

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SECURE TO WALLWITH (4) 5

8" DIA EXPANSIONANCHORS (4") MIN.EMBEDMENT

GLASS STORE FRONTCOMPLIANT WITH KBC

(3) WINDOWS EQUALLYSPACED

(3) WINDOWSEQUALLY SPACED

SECURE TO WALLWITH (4) 58" DIAEXPANSIONANCHORS (4") MIN.EMBEDMENT

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

CAPTURE ANGLEL 21

2" X 212" X 14"

BOTH SIDES

CAPTURE ANGLEL 21

2" X 212" X 14"

BOTH SIDES

GAP FOR DEFECTION

SPANDREL ANGLE

SPANDREL ANGLE

HSS 2" X 4" BASE PLATE (TYP.)DETAIL B

3'-0"

8'-0"

1'-6"

2'-6"

11'-0"40'-11"

1'-6"

T.O. GRADE BEAM

8"

WP

WP

12'-0" E

AV

E H

EIG

HT

STORE FRONT ELEVATION STRUCTURAL

C AB

26'-1"

SPANDREL

SPANDREL

HSS 2" X 4" X 316"

HSS 2" X 4" X 316"

BUFF BLOCK VENEER

16'-7"

(3) WINDOWSEQUALLY SPACED

CL

D

D

C

A

B

FILLED CAVITYWITH (1) #5

D

D

17'-2

3

4"

14'-3

3

4"

4'-0"

BASE PLATE (TYP.)DETAIL B

COLUMNS EXTENDTO SLAB

COLUMNS EXTENDTO SLAB

BASE PLATE DETAIL ABASE PLATE DETAIL A

"Z" PURLIN

3-5/8" BUFFSPLIT FACEVENEER

"Z" PURLIN

"Z" PURLIN

SPANDREL ANGLE

1" GAP FOR DEFLECTION

"Z" PURLIN

W.P.FLANGE FOR FRAME

W.P.

VA

RIE

S

8'-0"

HSS 2"x4"x14"

WINDOWFRAME

FRAME @ LINE #1

FRAME @ LINE #1

FRAME @ LINE #1

"Z" PURLIN

SPANDREL ANGLE

VA

RIE

S

SPANDREL ANGLE

3'-0"

SECTION "A-A" SECTION "B-B" SECTION "C-C"

8'-0"

1'-6"

SPANDREL

4'-0"HSS 2"x4"x1

4"

HSS 2"x4"x14"

2 x 4 WOODSTUD WALL

3-5/8" BUFFSPLIT FACEVENEER

2 x 4 WOODSTUD WALL

12" DRYWALL

12" DRYWALL

2 x 4 WOODSTUD WALL 3-5/8" BUFF

SPLIT FACEVENEER

3'-0"

SECURLY FASTEN SILLTO HSS 4" X 4"COLUMN

SECURLY FASTEN SILLTO HSS 2" X 4"COLUMN

4"

7"

1

1

2

"

4"

2"

4"

2"

9"

4

1

2

"

1

1

4

"

6

1

2

"

CAP PLATE DETAIL(2) REQ'D.

MAT'L. 38" P.L.

CAP PLATE DETAIL(2) REQ'D.

MAT'L. 38" P.L.

HSS 4" x 4" x 1/4"

COLUMN

HSS 2" x 4" x 1/4"

COLUMN

3"

6

1

2

"

7" 4

1

2

"

1

1

4

"

3

1

4

"

SECTION "D-D"MAT'L. 38" P.L. (2) REQ'D.

(4)

11

16

" DIA.

HOLES

10"

3"

(4)

11

16

" DIA.

HOLES

HSS 4" x 4" x 1/4"

3/8" MIN PL

6"

1

1

2

" TYP

1

1

2

" TYP

BASE PLATE DETAIL A

5"

3"

6"

3"

8"

1

1

2

" TYP

1

1

2

" TYP

3/8" MIN PL

(4)

11

16

" DIA.

HOLES

HSS

2" X 4" X 1/4"

BASE PLATE DETAIL BNOTE: 58" ASTM 193 EPOXY ANCHOR W/ REDHEAD A7 EPOXY OR EQUAL

4"

3"

S2

DATE: 12-14-16

DRAWN: B.VAUGHAN

REVISED: 1-25-17

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PLAN VIEW

SHINGLE ROOFING

WHITE METAL PANEL

PVC COVERNO CAPITAL OR BASE

HSS 4"x 4" x 14"

HSS 4"x 4" x 14"

COLUMNS IN FRONTWALL

4'-0"

8'-2"

312" GAUGE METAL

STUDS AT RIDGES

8'-4"

HSS 4"x 4" x 14" COLUMNHSS 4"x 4" x 14" COLUMN

HSS 4"x 4" x 14"

PVC COVERNO CAPITAL OR BASEOFFSET TO ONE SIDE

HSS 4"x 4" x 14"2 x 6 WOOD STUDS WITH16" O.C.

6"

L2 X 2 X 14" BRACE (2)PLACES

2 x 8 WOOD RAFTERS 16"ON CENTER

SHINGLE ROOFING

GUTTER

2 x 8 WOOD RAFTER 16"O.C.

T.O.P. EL 0'-0"

A

A

SECTION "B-B"SECTION "A-A" FRONT VIEW OF ENTRY

B

12"7"

HSS 4"x 4" x 14"

2 x 6 WOOD STUDS 16" O.C.(TYP.)

2 x 8 WOOD 8 RAFTERS 16"O.C. (TYP.)

SIGN PROVIDED BY OWNER

10'-8"

10'-8"

3'-6"

12"6"

4'-2"

1'-0"

HSS 4"x 4" x 14"

12"6"

8'-4"

8'-2"

4'-0"

3'-6"

UNDISTURBED EARTH


HSS 4" X 4" X 1/4" COLUMN

1'-0

"

3'-0" X 3'-0"

1/2" EXPANSION JOINT MATERIAL

BASE PLATE SEE DETAIL

6 MIL VAPOR

BARRIER


3"

FOOTING DETAIL

1'-0

"

3"

EL 0'-0"

5/8" DIAMETER EPOXY ANCHOR ASTM 193

W/ REDHEAD A7 EPOXY OR EQUAL

8" EMBEDMENT

10"

3"

(4)

11

16

" DIA.

HOLES

HSS 4" x 4" x 1/4"

3/8" MIN PL

6"

1

1

2

" TYP

1

1

2

" TYP

BASE PLATE DETAIL A

5"

3"

S3

DATE: 12-14-16

DRAWN: B.VAUGHAN

REVISED: 1-25-17

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ARCHITECT:

KEYES ARCHITECTS AND ASSOCIATES

3005 TAYLOR BOULEVARD

LOUISVILLE, KENTUCKY 40208

PH: (502) 636-5113

CONTACT:

ARCHITECT: CHARLES J. KEYES III

EMAIL:

KAREN POTTS, PROJECT MANAGER

[email protected]

Clark's P

um

p-N

-S

hop - 16-1857

2001 P

AR

IS

P

IK

E, G

EO

RG

ET

OW

N, K

Y 40324

PROJECT INFORMATION

APPLICABLE BUILDING CODES

KENTUCKY BUILDING CODE 2013 YEAR

ICC/ANSI A117.1 2009 YEAR

ASHRAE 90.1 2010 YEAR

USE AND OCCUPANCY: M - MERCANTILE

CONSTRUCTION TYPE: V-B

BUILDING INFORMATION:

MANUF. STEEL METAL BUILDING W/

CMU

NEW BUILDING:4,736 s.f.

TOTAL BUILDING SIZE:4,736 s.f.

FIRE SUPPRESSION: NON-SPRINKLED

OCCUPANCY ALLOWANCE

FUNCTION OF SPACE ALLOWANCE AREA OCCUPANCY

MERCANTILE 30 GROSS3,242

108

STORAGE 300 GROSS1,205

4

TOTAL OCCUPANCY ALLOWANCE: 112

REVISIONS:

02-20-17 REVISIONS PER OWNER REQUEST

02-22-17 REVISIONS PER ARCHITECTS

1

NOTE

SYMBOL

1

2

CLARK'S PUMP-N-SHOP

2001 PARIS PIKE

GEORGETOWN, KY 40324

NEW BUILDING FOR:

Sheet List Table

Sheet Number Sheet Title

T1.01 Title Sheet

Floor Plans

A1.01 Floor Plan

Exterior Elevations

A2.01 Exterior Elevations

Schedules and Standards

A3.01

Commercial ADA-Ansi

Guidelines

A3.02

Accessibility Site Details

A3.03 Schedule

A4.01 Roof Plan

Details & Sections

A5.01 Wall Sections and Details

A5.02 Wall Sections and Details

A6.01 Door Details

A6.02 Window Details

CONSTRUCTION MANAGER

BCD CONSTRUCTION, INC.

1962 FILIATREAU LANE

BARDSTOWN, KY 40004

PHONE: 502-348-2305

CONTACT: MICHAEL SALSMAN

EMAIL: www.bcdinc.us

I:\2016\16-1857 Clark's Pum

p-N

-Shop\D

raw

ings\T1.01 Title Sheet.dw

g, 2/22/2017 9:22:12 AM

, kpotts

HOOD

ABOVE

FREEZER

ISLAND

PREP

REGISTER

REGISTER

SAFE

FOUNTAIN

ELEC.

DESK

A.T.M.

ENTRY

OPEN

AIR

COOLER

WAST

OPEN

AIR

COOLER

HOT

FOOD

CASE

COOLER

(12 DOOR)

BEER

CAVE

DELI

COOLER

AREA

FREEZER

PREP

OPEN

AIR

COOLER

M.S.

COOLER DIM. AND LAYOUT

TAKEN FROM CARROLL COOLERS

FILE NAME: CI-253685

DATED: 2-8-16

COUNTER

(BY OWNER)

COUNTER

(BY OWNER)

WOOD GRAIN TILE

12 X 12 TILE

WATER

12 X 12 TILE

12 X 12

TILE

12 X 12

TILE

WOOD GRAIN TILE

WOOD GRAIN TILE

74'-0"

64

'-0

"

101

MERCHANDISE

AREA

103

MENS

104

WOMENS

102

CASHIER

AREA

107

FOOD

PREP

AREA

106

STOCK /

UTILITY

101

104

102

106

105

107

103

8'-5

"

10'-5"

39'-0"

12'-7 1/2"

10

'-6

3

/4

"

13

'-3

1

/4

"3

'-4

"

6'-0

"1

0'-6

3

/4

"

105

CORRIDOR

02/A

5.01

04/A5.01

03/A

5.01

03/A5.01

15

'-7

1

/4

"

10'-0 5/8"

3'-8"

3'-8

"

6'-8"

3'-8

"

LINE OF FLOOR

CHANGE

3'-10 1/2"

9'-6 5/8"

35

'-2

1

/4

"

2'-6"

3'-0

"

3'-3

1

/8

"

1'-6"

1'-6"

9'-2 1/2"

3'-8

"

11'-0"

2'-6"16'-7"

2'-6" 16'-7"

01/A

5.01

6'-0

"

17'-0" 9'-0" 9'-0" 9'-0" 27'-0" 10'-0"

2'-6"

1'-0

"

8"

LINE OF

FLOOR

CHANGE

LINE OF

FLOOR

CHANGE

8'-0

"5

'-0

"

5'-0

"5

'-0

"

5'-0

"1

1'-5

1

/2

"

2'-1"

9'-0" EXHAUST HOOD WITH

FIRE SUPPRESSION OVER

HOT FOOD APPLIANCES

(OWNER PROVIDE &

INSTALLED)

3'-0"

3'-0

"

26'-1"

8'-4

"

℄℄

10'-8"

℄ ℄20'-9"

2'-11"

4'-3"

04/A5.01

01/A5.02

B

O

T

T

O

M

S

I

M

.

BOLLARD

TYP. OF 6

SEE SHEET A3.03

FOR WINDOW

DETAILS

SEE SHEET A3.03

FOR WINDOW

DETAILS

108

108

VESTIBULE

M

M

R T

HO

N

NOTE: ALL DIMENSIONS ARE TO FACE OF STUD

NOTE: GENERAL CONTRACTOR RESPONSIBLE FOR

COORDINATION OF ALL SUB TRADES AND

REQUIREMENTS BY OWNER

NOTE: ELECTRICAL, HVAC AND PLUMBING TO BE

RELOCATED PER FEDERAL, STATE AND LOCAL

CODES. GENERAL CONTRACTOR TO COORDINATE.

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17

Keyes Architects and Associates expressly reserve its common law copyright and

other property rights in these documents. These documents are considered

proprietary information and shall not be upgraded, changed or copied in any form or

matter whatsoever nor are they to be assigned to any third party without first

obtaining the express written permission and consent of Keyes Architects and

Associates, 3005 Taylor Boulevard, Louisville, Kentucky 40208

KLP/

A1.01

FLOOR PLAN

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2001 P

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SCALE:

FLOOR PLAN

013/16" = 1'-0"

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

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AN

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ER

1962

FIL

IAT

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AU

LA

NE

BA

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, KY

400

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: 502

-348

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: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

1

REVISIONS PER

OWNER

02-20-17

2

1

2

REVISIONS PER

ARCHITECT

02-22-17

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3"

12"

3"

12"

EAVE HEIGHT

ELEV. 112'-0" A.F.F.

FINISHED FLOOR 100'-0"

(102.21')

TOP OF PEAK

ELEV. 121'-2" A.F.F.

STOREFRONT

SYSTEM

PRE-PAINTED

GUTTER AND

DOWNSPOUT

SPLIT FACED

CMU

SPANDREL

GLAZING (TYP.)

GLASS /ALUMINUM STOREFRONT

COMPLIANT WITH KBC

SEE WINDOW DETAIL ON SHEET

A6.02

1'-8

"

PREPAINTED

MAIN FRAME

WHITE METAL

PANEL SIDING

SHINGLES

DRIVE UP

CANOPY

PREPAINTED RAKE TRIM

4x4 COLUMNS

STEEL WRAPPED

PAINTED SPNADREL

AMGLE

EAVE HEIGHT

ELEV. 112'-0" A.F.F.

PREPAINTED STANDING

SEAM ROOF

RIBBED METAL SIDING

WINDOW SILL HEIGHT

103'-0" A.F.F.

CANOPY CEILING HT.

107'-7" A.F.F.

STD. HORIZONTAL

SLIDING DRIVE THRU

4'-0"W x 4'-4" H WINDOW

DRIVE UP

CANOPY

STANDARD MANUF.

GUTTERS AND

DOWNSPOUTS

WHITE METAL

PANEL SIDING

SHINGLES

STOREFRONT SYSTEM

4x4 COLUMNS STEEL

WRAPPED

3"

12"

3"

12"

EAVE HEIGHT

ELEV. 112'-0" A.F.F.

FINISHED FLOOR 100'-0"

(102.21')

RIBBED METAL SIDING

PREPAINTED RAKE

TRIM

MAN DOOR

PREPAINTED STANDING

SEAM ROOF

RIBBED METAL SIDING STANDARD MANUF.

GUTTERS AND

DOWNSPOUTS

SHINGLES

WHITE METAL

PANEL SIDING

STOREFRONT

SYSTEM

4x4 COLUMNS STEEL

WRAPPED

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP\

A2.01

EXTERIOR ELEVATIONS

GE

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:

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HO

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SCALE:

FRONT ELEVATION

013/16" = 1'-0"

SCALE:

RIGHT ELEVATION

02 3/16" = 1'-0"

SCALE:

LEFT ELEVATION

033/16" = 1'-0"

SCALE:

REAR ELEVATION

04 3/16" = 1'-0"

GE

NE

RA

L C

ON

TR

AC

TO

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ON

STR

UC

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N M

AN

AG

ER

1962

FIL

IAT

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AU

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NE

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STO

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, KY

400

04PH

: 502

-348

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5 F

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: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

1

REVISIONS PER

OWNER

02-20-17

1

1

1

2

REVISIONS PER

ARCHITECT

02-22-17

2

2

2

2

2

2

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CORIAN VANITY TOP

WITH TURNED-DOWN

EDGES AS SHOWN

(1) 2x6 WALL TO WALL

MOUNTED @ 30" A.F.F.

TO CENTER SUPPORT

ADA KNEE

CLEARANCE

44

" M

AX

.

17

"

MA

X.

39

" - 4

1"

33

" - 3

6"

17

" -1

9"

28

" M

AX

.

6"

7"-9"

39

" - 4

1"

42" MIN.

39" - 41"

2" M

IN

15

"

MIN

33

" - 3

6"

18

" M

IN

12" MAX.

34

" M

AX

.

29

" M

IN

.

48

" M

AX

T

O

OP

ER

AT

IN

G M

EC

HA

NIS

M

48

" M

AX

. A

FF

TO

O

PE

RA

TIN

G

ME

CH

AN

IS

M

40

" M

AX

T

O

RE

FL

EC

TIV

E S

UR

FA

CE

16"-18"

18" A.D.A.

15" STD

℄

03

/A

3.0

1

WATER CLOSET FLUSH

CONTROL TO BE LOCATED ON

THE WIDE SIDE OF

ACCESSIBLE STALL FIXTURE

URINAL

ADA/ ANSI A117.1

COMPLIANT UNDER

SINK PIPING

PROTECTION - SEE

PLUMBING SPECS.

FINISHED FLOOR

ALL LAVATORIES MUST

HAVE A COMBINATION

FAUCET CAPABLE OF

SUPPLYING WARM WATER

FOR A MIN. OF 10 SEC.

5

1C

1C

1A

2

MIN

. 1

-1

/2

"

ADA KNEE

CLEARANCE

ELECTRIC

HAND

DRYER

4A

1 1/2"

MAX

SEAT WALL

18" MIN.

REQUIRED DOOR

ACCESSIBLE CLEAR

FLOOR SPACE

60

" M

IN

.

FRONT APPROACH

PULL SIDE

48

" M

IN

.

12" MIN.*

*IF BOTH CLOSER AND LATCH ARE PROVIDED

PUSH SIDE

HINGE APPROACH

36" MIN.

60

" M

IN

.

PULL SIDE

PULL SIDE (OPTION 2)

42" MIN. 54

" M

IN

.

*IF BOTH CLOSER AND LATCH ARE PROVIDED

** 48" MIN. IF BOTH CLOSER AND LATCH ARE

PROVIDED

PUSH SIDE

12" MIN.* 22" MIN.

42

" M

IN

.**

LATCH APPROACH

PULL SIDE

*48" MIN. IF CLOSER IS PROVIDED

48

" M

IN

.*

24" MIN.

*54" MIN. IF CLOSER IS PROVIDED

42

" M

IN

.*

24" MIN.

PUSH SIDE

34

" A

.F

.F

. M

AX

.

27

" M

IN

.

17" MIN. - 25" MAX.

8" MIN.

5" M

AX

.2

9" M

IN

.

3"

11"

9"

(1) 2x6 WALL TO WALL

MOUNTED @ 30" A.F.F.

TO CENTER SUPPORT

(LAV)

ADA KNEE

CLEARANCE

ACCESSIBLE

COMPLIANT UNDER

SINK PIPING

PROTECTION

OVER PIPES - SEE

PLUMBING

PARTITION AS INDICATED

ON FLOOR PLAN

ACCESSIBLE WALL

HUNG SINK

CLOSER SET TO 8.5 LB/F ON EXTERIOR DOORS

AOND. ALUM. DOOR

(MATCH EXISTING IF

REQUIRED)

1/4" TEMP. GLAZING

DIRECTIONAL SIGNAGE

OFFSET TUBULAR

PULL BAR

TUBULAR PUSH BAR

ON INSIDE

10

"

ST

IL

E A

T

BO

TT

OM

EXTERIOR DOOR

(EXISTING OR NEW)

MENS

CLOSER SET TO 5.0 LB/F

ON INTERIOR DOORS

INTERIOR DOOR

(EXISTING OR NEW)

KICK PLATE

(IF REQUIRED)

48

" M

IN

. T

O B

AS

EL

IN

E O

F

LO

WE

ST

T

AC

TIL

E C

HA

RA

CT

ER

AN

D 6

0" M

AX

. T

O B

AS

EL

IN

E O

F

HIG

HE

ST

T

AC

TIL

E C

HA

RA

CT

ER

ACCESSIBLE

COMPLIANT

SIGNAGE

TACTILE CHARACTERS

SHALL BE LOCATED

SO THAT CENTERED

ON A CLEAR FLOOR

SPACE OF 18" MIN.

BY 18" MIN.

34

" - 4

8"

GENERAL NOTES:

1) OPERABLE PARTS SHALL BE OPERABLE

WITH ONE HAND AND SHALL NOT REQUIRE

TIGHT GRASPING, PINCHING, OR TWISTING

OF THE WRIST.

2) THE FORCE REQUIRED TO ACTIVATE

OPERABLE PARTS SHALL BE 5 POUNDS

(22.2 N) MAXIMUM.

P-3P-3 P-3 P-2P-4

100 GALLONINTERCEPTOREXTERIOR OFBUILDING

TO CITYSEWER

FIXTUREVENT

FIXTURE

MIN. FALL OF14" PER 1'

GREASE TRAP-THREE BOWL SINK

SUSPENDED CEILING

FINISHED FLOOR

MOUNTING BRACKET

PAN

TANK DRAIN

WATER HEATER MOUNT ABOVECEILING AS HIGH AS POSSIBLE

TEMPERATUREAND PRESSURERELIEF VALVEPIPE TO DRAINPAN

ROOF STRUCTURE

HEAT TRAP INSTALLED INACCORDANCE WITH 504.4 IECC

EXPANSION TANKSIZE PERMANUFACTURER'SREQUIREMENTS.

PIPE INSULATIONINSTALLED IN ACCORDANCEWITH 504.5 IECC

WATER TANK DIAGRAM

NOTES:

1) SEE BELOW FOR ACCESSORY MOUNTING HEIGHTS

2) SELECT ONE ITEM FROM ITEM GROUPS 4 & 6, VERIFY WITH OWNER.

3) CUT BACK-UP SUPPORTS BETWEEN STUDS SO FACE OF SUPPORT IS FLUSH WITH WALL STUD

4) HATCHED AREA SHOWN FOR MOUNTING LOCATION

5) 48" MAX.TO TOP OF COAT HOOK

GRAB BAR 42"

GRAB BAR 36"

GRAB BAR 24"

SEE SPECS.

SEE SPECS.

SEE SPECS.

SEE SPECS. FOR

RECOMMENDED

MANUFACTURERS

MOUNTED PER

MANUFACTURER'S

RECOMMENDATIONS

TOILET TISSUE DISPENSER,

DOUBLE, FLUSH MOUNTED

(SEE NOTE 4)

SEE SPECS.

SEE SPECS. FOR

RECOMMENDED

MANUFACTURERS

MOUNTED PER

MANUFACTURER'S

RECOMMENDATIONS

HAND DRYER, RECESSED, ADA,

WHITE-OTHER COLORS AT

ADDITIONAL COST

SEE SPECS.

SEE SPECS. FOR

RECOMMENDED

MANUFACTURERS

MOUNTED PER

MANUFACTURER'S

RECOMMENDATIONS

MIRROR, CHANNEL FRAMESEE SPECS.

SEE SPECS. FOR

RECOMMENDED

MANUFACTURERS

MOUNTED PER

MANUFACTURER'S

RECOMMENDATIONS

SOAP DISPENSER,

WALL-MOUNTED

SEE SPECS.

SEE SPECS. FOR

RECOMMENDED

MANUFACTURERS

MOUNTED PER

MANUFACTURER'S

RECOMMENDATIONS

BABY CHANGE TABLE,

accessible COMPLIANT

SEE SPECS.

SEE SPECS. FOR

RECOMMENDED

MANUFACTURERS

MOUNTED PER

MANUFACTURER'S

RECOMMENDATIONS

RESTROOM ACCESSORIES SCHEDULE

ITEM

(SEE NOTE 2)

MODEL # SUPPLIER

BACKUP SUPPORT

(SEE NOTE 3)

ITEM

(SEE NOTE 2)

MODEL # SUPPLIER

BACKUP SUPPORT

(SEE NOTE 3)

MEETS THE STRICTEST INTERPRETATION

OF BOTH THE ANSI 117.1 AND 2010

FEDERAL ADA STANDARDS FOR

ACCESSIBLE DESIGN

NOTE:

NOT ALL ITEMS LISTED ON THIS SHEET

WILL APPLY TO THIS PROJECT. IF THERE

ARE ANY QUESTIONS OR COMMENTS

CONTACT KEYES ARCHITECTS AND

ASSOCIATES.

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A3.01

COMMERCIAL ADA-ANSI

GUIDELINES

GE

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2001 P

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IN

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:

CL

AR

K'S

P

UM

P-N

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HO

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SCALE:

ACCESSIBILITY TOILET LAYOUTS

011/2" = 1'-0"

SCALE:

TYPICAL ACCESSIBLE

RESTROOM DETAILS

021/2" = 1'-0"

SCALE:

LAVATORY DETAIL

031" = 1'-0"

SCALE:

DOOR SIGN / DOOR DETAIL

043/8" = 1'-0"

REQUIRED ACCESSIBLE CLEAR

FLOOR SPACE

TYPICAL CLEAR FLOOR SPACES

1

TURNAROUND / TURNING CIRCLE: 60" DIAMETER CLEAR FLOOR SPACE (TYP.)

2 EQUIPMENT / FIXTURE: 30"x48" CLEAR FLOOR SPACE

3 TOILET IN TOILET PARTITION ROOM WITH 9" TOE CLEARANCE: 60"X60" CLEAR FLOOR SPACE

4 ACCESSIBLE SIGNAGE - SEE DETAIL 04/A3.01 FOR MORE INFORMATION

1

NOTE

SYMBOL

MEN'S TOILET

WOMEN'S TOILET

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

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: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

9"

9"

℄

℄

1A

ABOVE

1C

2

1B

5

6B

4A

2

3'-0"5'-0 1/2"

2'-6

"2

'-3

1

/8

"

1'-4"

1'-4"

1

2

2

3

3

1

2

5

4

4

5'-0 1/2" 3'-0"

1B

2

ABOVE

1C

1A

2

5

6B

4A

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A-Ansi G

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80

" M

IN

. T

O B

OT

TO

M O

F F

IR

ST

S

IG

N

GREATER THAN 4"

1" M

IN

. B

ET

WE

EN

EA

CH

S

IG

N

12"x18" M.U.T.C.D. REGULATORY SIGN #P4-C6

(MODIFIED) BLUE ON WHITE, REFLECTORIZED

"VAN ACCESSIBLE" PLACARD TO BE INSTALLED

WHERE DIRECTED BY SITE PLANS AND/OR THE

OWNER'S FIELD REPRESENTATIVE

6"x12" M.U.T.C.D. REGULATORY SIGN #P3-8C


3 LBS/L.F. GALVANIZED STEEL

CHANNEL POST

FINISHED GRADE

PAVEMENT

60

" M

IN

. T

O B

OT

TO

M O

F F

IR

ST

S

IG

N

4" OR LESS

1" M

IN

. B

ET

WE

EN

EA

CH

S

IG

N

12"x18" M.U.T.C.D. REGULATORY SIGN #P4-C6


"VAN ACCESSIBLE" PLACARD TO BE INSTALLED

WHERE DIRECTED BY SITE PLANS AND/OR THE

OWNER'S FIELD REPRESENTATIVE

6"x12" M.U.T.C.D. REGULATORY SIGN #P3-8C


3 LBS/L.F. GALVANIZED STEEL

CHANNEL POST

FINISHED GRADE

PAVEMENT

6" PAINTED STEEL PIPE FILL

WITH CONCRETE (PAINT

SAFETY YELLOW)

1/2" EXPANSION JOINT FULL

PERIMETER OF BOLLARD BASE

CONCRETE WASH

18" DIAMETER CONCRETE

AROUND PIPE

6"6"6"

3'-0

"6

"

3'-0

"

NOTE:

SIGN TO BE A MIN. OF 2'-0"

FROM FACE OF CURB (SEE

SITE PLAN BY OTHERS)

4'-0

"

WITHOUT PIPE BOLLARD WITH PIPE BOLLARD

96" MIN. 96" MIN. 96" MIN. 60" MIN.

3"

℄ ℄ ℄ ℄ ℄

HANDICAP

SYMBOL PER

OWNER OR

STATE / LOCAL

CODE

HANDICAP

SYMBOL PER

OWNER OR

STATE / LOCAL

CODE

VAN ACCESSIBLE

PARKING STALL

STANDARD

ACCESSIBLE

PARKING STALL

REQUIRED VAN ACCESSIBLE

PARKING STALL SIGNAGE, SEE

DETAIL 01,02/A3.02

REQUIRED STANDARD ACCESSIBLE

PARKING STALL SIGNAGE, SEE

DETAIL 01,02/A3.02

CURB OR END OF

PAVED PARKING AREA

PAINTED HANDICAP PARKING

MARK AS TO

DISCOURAGE PARKING IN

HANDICAP ACCESS AISLE

4'-0"

4'-0

"

42

"

27" Ø

6"

9"

7"

15°

7

"

3

"

PAINTED HANDICAP SYMBOL PER

OWNER OR LOCAL / STATE CODE

NOTE:

1. USE PAINT WHICH CONTRASTS WITH

BACKGROUND

2. THIS SIGN TO BE FURNISHED AND

INSTALLED BY G.C.

5'-0" MIN. LANDING AREA

VARIES, SEE SITE PLAN


VA

RIE

S

2'-0"

2%

M

AX

.

SL

OP

E

2%

M

AX

.

SL

OP

E

8.33% MAX.

SLOPE

2%

M

AX

.

SL

OP

E

CONCRETE

SIDEWALK, SEE

SITE PLAN

PREFABRICATED TRUNCATED DOME

DETECTABLE WARNINGS, VERIFY WITH LOCAL

AND STATE CODES FOR REQUIREMENTS

BEFORE PURCHASING, LOCATIONS WILL VARY,

COORDINATE WITH SITE PLAN IF REQUIRED

CONCRETE

SLAB, SEE SITE

PLAN

8.3

3%

MA

X.

SLO

PE

2% MAX.

SLOPE

2% MAX.

SLOPE

TYPE II RAMP WITH 1:12 MAX. SLOPE

WITH HANDICAP COMPLIANT SLIP

RESISTANT SURFACE

2'-0"


VARIES, SEE SITE PLAN


PARKING SPACES

TOTAL NUMBER OF PARKING SPACES PROVIDED IN

PARKING FACILITY

MINIMUM NUMBER OF REQUIRED ACCESSIBLE

PARKING SPACES

1 TO 25 1

26 TO 50 2

51 TO 75 3

76 TO 100 4

101 TO 150 5

151 TO 200 6

201 TO 300 7

301 TO 400 8

401 TO 500 9

501 TO 1000 2 PERCENT OF TOTAL

1001 AND OVER20, PLUS 1 FOR EACH 100, OR FRACTION THEREOF, OVER 1000

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A3.02

ACCESSIBILITY SITE

DETAILS

GE

OR

GE

TO

WN

, K

Y 40324

2001 P

AR

IS

P

IK

E

NE

W B

UILD

IN

G F

OR

:

CL

AR

K'S

P

UM

P-N

-S

HO

P

SCALE:

ACCESSIBLE PARKING SIGNAGE DETAIL

013/4" = 1'-0" SCALE:

TYPE II ACCESSIBLE RAMP

023/4" = 1'-0"

SCALE:

PAINTED ACCESSIBLE SYMBOL / PAINTED ACCESSIBLE PARKING

03NTS

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

NOTE: USE THESE DETAILS ONLY IF NOT ON SITE

PLANS

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STEELDOOR

WOODDOOR

FRAMETYPES

TYPE B

TYPE C

TYPE I

TYPE II

7'-0

"

3'-0"

7'-0

"

3'-0"

7'-0

"

7'-0

"

6'-0" 3'-0"

7'-0

"

DOORTYPES

TYPE A

ALUMINUM STOREFRONT DOOR

SAFETY GLAZING COMPLIANT WITH

SECTION #2406 OBC

3'-0"

ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR BASE WALLS CEILING MTL CEILING HGT REMARKS

101

MERCHANDISE AREAT1, T2

TV,P

P2 N/A

102

CASHIER AREA T1 T P P2 N/A

103

MEN'S TOILET T1 T T A2 8'-10" A.F.F.

104

WOMEN'S TOILET T1 T T A2 8'-10" A.F.F.

105

CORRIDOR T1 T P A2 8'-10" A.F.F.

106

STOCK/ UTILITY T1 VB P P2 8'-10" A.F.F.

107

PREP FOOD AREA T1 T P A1 8'-10" A.F.F.

108

VESTIBULE T1 - - A2 8'-0" A.F.F.

DOOR SCHEDULE

NUMBER SIZE FIRE

DOOR

TYPE

DOOR

MATERIAL

FRAME

TYPE

HARDWARE DETAILS REMARKS

101 PR. 3'-0" x 7'-0"x 1 3/4" N/A A AL I 1

102 3'-0" x 7'-0" x 1 3/4" N/A C WD II 4

103 3'-0" x 7'-0" x 1 3/4" N/A B

STL

(GALVANIZED)

II 3

104 3'-0" x 7'-0" x 1 3/4" N/A C WD II 4

105 3'-0" x 7'-0" N/A B HM II 2

106 3'-0" x 7'-0" N/A N/A N/A N/A 5 1

107 3'-0" x 7'-0" N/A N/A N/A N/A 5 1

108 PR. 3'-0" x 7'-0"x 1 3/4" N/A A AL I 1

WINDOW SCHEDULE

LETTER SILL HEIGHT GLAZING FRAME DETAILS REMARKS

A 9'-10" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

B 9'-10" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

C 9'-10" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

D 9'-10" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

E 9'-10" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

F 9'-10" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

G 3'-0" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

H 3'-0" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

I 3'-0" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

J 3'-0" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

K 3'-0" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

L 3'-0" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02

1

M 0'-0" A.F.F. TINTED/LOW E ALUM.01,02,03/A6.02 1,2

WINDOW TYPE

SYMBOL

A

FINISH SCHEDULE KEY

FLOOR

T1 12"x12" CERAMIC TILE

T2 WOOD GRAIN CERAMIC TILE

BASE

VB

VINYL BASE (6" HIGH TYP.)

T CERAMIC TILE

WALLS

CERAMIC AT MOP SINK WALLS

P PAINTED GYP. BD.

T CERAMIC TILE

V VINYL

CEILING

A1 ACOUSTICAL 2x4 VINYL FACED

A2 ACOUSTICAL FLAT FISSURED

G

GYPSUM BOARD (SUSPENDED)

P2 EXPOSED PAINTED

OPI OWNER PROVIDED & INSTALLED

CASEWORK OPI

ROOM FINISH REMARKS

1)

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A3.03

SCHEDULE

GE

OR

GE

TO

WN

, K

Y 40324

2001 P

AR

IS

P

IK

E

NE

W B

UILD

IN

G F

OR

:

CL

AR

K'S

P

UM

P-N

-S

HO

P

DOOR HARDWARE SCHEDULE

*NRP = NON-REMOVABLE PIN

1) 2 PR. PIVOTS

2 PANIC DEVICE W/ PUBLIC

ACCESS FEATURE

1 VERTICAL BAR

2 CLOSERS

1 WEATHERSTRIP SET

1 THRESHOLD

2) 1-1/2 PR. HINGES (NRP)

1 ENTRANCE SET

1 CLOSER

1 WEATHERSTRIP SET

1 THRESHOLD

3) 1-1/2 PR. HINGES (NRP)

1 INTERCONNECT LOCKSET

(THUMB TURN INSIDE)

1 DETEX ALARM SYSTEM

1 CLOSER

1 WEATHERSTRIP SET

1 THRESHOLD

4) 1-1/2 PR. HINGES

1 PRIVACY SET

1 WALL STOP

5) HARDWARE BY MANUFACTURER

DOOR SCHEDULE REMARKS

1) GLASS WALK-IN DOOR BY

COOLER MANUFACTURER

WINDOW SCHEDULE REMARKS

1) VERIFY ALL WINDOW LOCATION AND

SIZES BEFORE CONSTRUCTION

2) STOREFRONT WINDOWS ARE TO BE

7'-8" x 7'-7"

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

5'-0

"1

'-8

"5

'-1

0 1

/4

"

8'-1

1"

7'-4

1

/2

"

2"

3'-0

"

5'-8 3/8"5'-5 5/8" 5'-2 3/4"

5'-5" 5'-6 3/8" 5'-7 3/8" 5'-7 1/4"

5'-0

"1

'-8

"

1'-5

1

/8

"

4'-5

3

/4

"

2'-1

1 3

/8

"

2"

3'-0

"

5'-9

1

/8

"

7'-4

3

/4

"

5'-7 1/4"

9'-1

0"

9'-1

0"

G H I J K L

A B C

D

E

F

SCALE:

WINDOW DETAIL

011/4" = 1'-0"

1

REVISIONS PER

OWNER

02-20-17

1

1

1

1

I:\2016\16-1857 Clark's Pum

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, kpotts

SLOPE

3"

12"

SLOPE

3"

12"

EXHAUST FAN

ON ROOF

PREPAINTED

STANDING

SEAM ROOF

74'-0"

64

'-8

"

DRIVE UP

CANOPY

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A4.01

ROOF PLAN

GE

OR

GE

TO

WN

, K

Y 40324

2001 P

AR

IS

P

IK

E

NE

W B

UILD

IN

G F

OR

:

CL

AR

K'S

P

UM

P-N

-S

HO

P

SCALE:

ROOF PLAN

013/16" = 1'-0"

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

NOTE: ADDITIONAL ROOF EQUIPMENT FOR

HOOD, ETC. WILL NEED TO BE LOCATED

2

REVISIONS PER

ARCHITECT

02-22-17

2

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, kpotts

BUILDING

MAINFRAME

BUILDING

MAINFRAME

MTL. JOIST

PAINTED RAKE ANGLE

MAINFRAME

1" DBL. PANE WINDOW STOREFRONT

BUFF BLOCK WITH BUFF MORTAR1/2" GYP. BD.

T.O. BLOCK

ELEV. 103'-0" A.F.F.

HEIGHT VARIES

HEIGHT VARIES

FINISH FLOOR 100'-0"

(ASSUMED)

PAINTED RAKE ANGLE

SECURE WALL TO SPANDREL (RAKE)

AT GROUTED CAVITIES

1/2" GYP. BOARD

PAINTED MAINFRAME

BUFF BLOCK WITH BUFF MORTAR

PREPAINTED STANDING SEAM ROOF

R-19 PARALLEL TO PURLINS

WITH R11 PERPENDICULAR TO PURLINS

EAVE TRIM & GUTTER

EAVE TRIM &

GUTTER

EAVE STRUT

R-19 INSULATION

WALL GIRT

RIBBED METAL SIDING

RIBBED

METAL

SIDING

BASE ANGLE

APPROX.

GRADE EL -0'-6"

2x4 STUDS 16" O.C.

1/2" GYP. BOARD

NOTE: WRAP WALLS AROUND

COLUMNS AS REQ'D.

SIMPSON ANCHORS SCREWED

TO GIRTS

MTL. CAP CHANNEL

T.O.S.

ELEV. 110'-0" A.F.F.



EAVE STRUT

MTL. CAP

CHANNEL

NOTE: WRAP WALLS AROUND

COLUMNS AS REQ'D.

MTL. CAP

CHANNEL

WALL GIRT

(BY BLDG. MFG.)

3 1/2" STUDS 16" O.C.

3 1/2" STUDS

16" O.C.

1/2" GYP. BOARD

1/2" GYP. BOARD

1/2" GYP. BOARD

T.O.S.

ELEV. 110'-0" A.F.F.

ACOUSTICAL CLG.

ELEV. 108'-10" A.F.F.

ACOUSTICAL

DROP CEILING

1"

3 1/2"

1"

4" SPLIT FACED CONC. BLOCK W/

CORR. GALV. MAS. TIES AT 24" O.C.

VERT. AND 16" O.C. HORZ.

TREATED 2x4 BASE PLATE

ANCHORED TO GRADE BEAM

WITH 3/8"x8" J-BOLT @ 32" O.C.&

6" FROM ENDS

CONTINUOUS MEMBRANE

FLASHING (ABOVE GRADE)

WEEP HOLES @ 24" O.C.

BASE TRIM, SEE

ROOM SCHEDULE

2x4 STUDS @ 16" O.C.

CAULK WALL TO FLOOR

3" (R-10) KRAFT FACED

INSULATION

WALL

BEYOND

WEEP HOLES @ 24" O.C.

CONTINUOUS MEMBRANE

FLASHING (ABOVE GRADE)

2x4 STUDS @ 16" O.C.


INSULATION

4" SPLIT FACED CONC. BLOCK W/

CORR. GALV. MAS. TIES AT 24" O.C.

VERT. AND 16" O.C. HORZ.

1/2" GYP. BD.


ANCHORED TO GRADE BEAM

WITH 3/8"x8" J-BOLT @ 32" O.C.

& 6" FROM ENDS

BASE TRIM, SEE

ROOM SCHEDULE

CAULK WALL TO

FLOOR

DBL. 2x4 TOP PLATE

1/2" SHEATHING W/ TYVEK

MOISTURE BARRIER

4" SMOOTH FACED BUFF

COLORED CONC. BLOCK

6" VINYL, FACED INSULATION

(R19) TYPICAL ALL WALLS

ROOF PURLINS @ 5'-0" O.C.


FOLD, STAPLE AND TAPE

INSULATION AT EAVE

FOLD, STAPLE4 AND

TAPE INSULATION AT

EAVE

SIMPSON ANCHORS SCREWED

TO GIRTS

BASE TRIM, SEE

ROOM SCHEDULE


SHOT TO FLOOR

TREATED 2x4 BASE

PLATE SHOT TO FLOOR

DBL. 2x4 TOP PLATE DBL. 2x4 TOP PLATE

6" VINYL, FACED

INSULATION (R19)

TYPICAL ALL

WALLS



PREPAINTED STANDING SEAM ROOF WITH

THERMAL BLOCKS



7/8" AIR SPACE


INSULATION AT EAVE

PAINTED MAIN FRAME

PREPAINTED FLASHING



PREPAINTED STANDING SEAM ROOF WITH

THERMAL BLOCKS




INSULATION AT EAVE

PREPAINTED FLASHING

7/8" AIR SPACE


INSULATION

1/2" CDX CLOSURE TO

EXT. INSUL.

PREPAINTED STANDING SEAM ROOF

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A5.01

WALL SECTIONS AND

DETAILS

GE

OR

GE

TO

WN

, K

Y 40324

2001 P

AR

IS

P

IK

E

NE

W B

UILD

IN

G F

OR

:

CL

AR

K'S

P

UM

P-N

-S

HO

P

SCALE:

EXTERIOR WALL SECTION

013/4" = 1'-0" SCALE:

EXTERIOR WALL SECTION

023/4" = 1'-0" SCALE:

INTERIOR WALL SECTION

033/4" = 1'-0" SCALE:

INTERIOR WALL SECTION

043/4" = 1'-0"

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

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WALL GIRT

1"

BASE ANGLE

INSULATED WALLS BY

COOLER MFG.

INSULATED WALLS BY

COOLER MFG.

1/4" GYP. BOARD

TOP, BOTTOM, AND

SIDES OF DOORS

COOLER DOORS AND

FRAMES BY COOLER MFG.

10'

SCALE:

TYPICAL SECTION

,EXTERIOR WALL @ COOLER

011-1/2" = 1'-0"

SCALE:

TYPICAL SECTION @ COOLER DOORS

021-1/2" = 1'-0"

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A5.02

WALL SECTIONS AND

DETAILS

GE

OR

GE

TO

WN

, K

Y 40324

2001 P

AR

IS

P

IK

E

NE

W B

UILD

IN

G F

OR

:

CL

AR

K'S

P

UM

P-N

-S

HO

P

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

I:\2016\16-1857 Clark's Pum

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, kpotts

EXTERIORINTERIOR

4" VINYL FACED

INSULATION

3" FRICTION FIT

INSULATION

1/2" GYP. BD. ON

3-5/8" METAL STUDS

BACKER ROD AND

SEALANT (EACH SIDE)

HOLLOW METAL FRAME

SEE DOOR SCHEDULE

METAL SIDING

PRE-PAINTED METAL

FLASHING MIN. 6" BEHIND

SIDING

EX

TE

RIO

RIN

TE

RIO

R

COMPRESSION

ANCHORS (3) PER JAMB

(1) BASE ANCHOR

METAL SIDING

1/2" GYP. BD. ON 3-5/8" METAL STUDS

3" FRICTION FIT INSUL.

SEE DOOR SCHEDULE

HOLLOW METAL FRAME

BACKER ROD AND

SEALANT (EACH SIDE)

SCALE:

HOLLOW METAL DOOR HEAD

011-1/2" = 1'-0"

SCALE:

HOLLOW METAL DOOR JAMB

021-1/2" = 1'-0"

SCALE:

DOOR THRESHOLD

051-1/2" = 1'-0"

ALUMINUM STOREFRONT SYSTEM

THRESHOLD 1/2" MAX. HEIGHT

TOTAL (1/4" MAX. VERTICAL RISE

WITH BEVELED EDGE WITH A

SLOPE NO STEEPER THAN 1:2)

SEE FOUNDATION DETAILS

STOREFRONT DOOR,

SEE DOOR SCHEDULE

EXTERIOR FINISH, SEE ELEVATIONS

STOREFRONT SYSTEM,

SEE WINDOW SCHEDULE

STOREFRONT DOOR,

SEE DOOR SCHEDULE

SCALE:

STOREFRONT DOOR HEAD

041-1/2" = 1'-0"

STOREFRONT SYSTEM,

SEE WINDOW SCHEDULE

STOREFRONT DOOR,

SEE DOOR SCHEDULE

SCALE:

STOREFRONT DOOR JAMB

031-1/2" = 1'-0"

STOREFRONT MULLION

SEE DOOR SCHEDULE

INSULATED GLAZING

SCALE:

ALUMINUM DOOR JAMB/ HEAD

061-1/2" = 1'-0" SCALE:

DOOR HEAD

071-1/2" = 1'-0" SCALE:

DOOR JAMB

081-1/2" = 1'-0"

1/2" GYP. BD.

(BOTH SIDES)

2x4 WOOD STUDS

WITH 3-1/2" KRAFT

FACED INSULATION

(R11)

1/2" GYP. BD.

(BOTH SIDES)

2x4 WOOD STUDS WITH

3-1/2" KRAFT FACED

INSULATION (R11)

DOUBLE 2x4 HEAD

WITH SPACER

SEALANT EACH SIDE

5 7/8" HOLLOW

METAL FRAME

SEE DOOR SCHEDULE

COMPRESSION

ANCHORS (3) PER JAMB

(1) BASE ANCHOR

HOLLOW METAL

FRAME

SEE DOOR

SCHEDULE

SEALANT (BOTH SIDES)

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A6.01

DOOR DETAILS

GE

OR

GE

TO

WN

, K

Y 40324

2001 P

AR

IS

P

IK

E

NE

W B

UILD

IN

G F

OR

:

CL

AR

K'S

P

UM

P-N

-S

HO

P

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

I:\2016\16-1857 Clark's Pum

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SCALE:

ALUMINUM WINDOW JAMB

021-1/2" = 1'-0"

SEALANT (BOTH SIDES)

4" CMU

GLAZING (SEE

WINDOW SCHEDULE)

ALUMINUM STOREFRONT

SYSTEM

IN

TE

RIO

RE

XT

ER

IO

R

SCALE:

ALUMINUM WINDOW SILL

011-1/2" = 1'-0"

4" CMU

SEALANT

ALUMINUM STOREFRONT

SYSTEM

GLAZING (SEE

WINDOW SCHEDULE)

INTERIOREXTERIOR

PRE-PAINTED SILL FLASHING WITH

DRIP EXTENDED LIP OVER BLOCK

(FLASHING MUST TURN UP INSIDE

FRAME)

SEALANT

IN

TE

RIO

R

INSULATED GLAZING, SEE

WINDOW SCHEDULE

STOREFRONT SYSTEM

(THERMALLY BROKEN FRAMES

ON EXTERIOR WINDOWS)

J-MOLDING WITH BACKER

ROD AND SEALANT

EX

TE

RIO

R

1/2" GYP. BD.

2x4 STUDS

SEALANT

METAL SIDING

TRIM

METAL SIDING

INTERIOR EXTERIOR


WINDOW SCHEDULE

STOREFRONT SYSTEM




ROD AND SEALANT

METAL SIDING

METAL SIDING CLOSURE STRIP

6" VINYL FACED

INSULATION (R19)

INTERIOR EXTERIOR


WINDOW SCHEDULE

STOREFRONT SYSTEM




ROD AND SEALANT

PRE-PAINTED SILL FLASHING WITH

DRIP EXTENDED LIP OVER BLOCK

(FLASHING MUST TURN UP INSIDE

FRAME PER MANUFACTURER'S

INSTRUCTIONS)

METAL SIDING

1/2" GYP. BD.

SCALE:

ALUMINUM WINDOW JAMB

061-1/2" = 1'-0"

SCALE:

ALUMINUM WINDOW HEAD

041-1/2" = 1'-0"

SCALE:

ALUMINUM WINDOW SILL

051-1/2" = 1'-0"

3" KRAFT FACED

INSULATION (R 10)

2x4 STUDS

3" KRAFT FACED

INSULATION (R 10)

6" VINYL FACED

INSULATION

(R19)

6" VINYL FACED

INSULATION

(R19)

1/2" GYP. BD.

2x4 STUDS

3" KRAFT FACED

INSULATION (R 10)

SCALE:

ALUMINUM WINDOW HEADER

031-1/2" = 1'-0"

SHIMS

SEALANT

PREPAINTED

FLASHING

ALUMINUM

STOREFRONT

SYSTEM

FLASHING TURNS DOWN

ACROSS FACE OF

FOUNDATION

FLASHING, TURN UP EITHER

INSIDE OR BEHIND FRAME PER

MANUFACTURER'S INSTRUCTIONS

SEE FOUNDATION DETAILS F2.01

SCALE:

ALUMINUM STOREFRONT SILL

071-1/2" = 1'-0"

INSULATED GLAZING,

SEE WINDOW

SCHEDULE

STOREFRONT SYSTEM



INSULATED GLAZING,

SEE WINDOW

SCHEDULE

SCALE:

HORZ./VERT. MULLION

081-1/2" = 1'-0"

PROJECT NO:

DRAWN BY:

DATE:

16-1857

01-16-17







KLP/

A6.02

WINDOW DETAILS

GE

OR

GE

TO

WN

, K

Y 40324

2001 P

AR

IS

P

IK

E

NE

W B

UILD

IN

G F

OR

:

CL

AR

K'S

P

UM

P-N

-S

HO

P

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8W

WW

.BC

DIN

C.U

S

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D

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, kpotts

ELEC.

COOLER

(12 DOOR)

M.S.

10'-5"

8'-5

"

39'-0"

1"

1'-1

1

2"

26'-1"

BOX FOR COOLER LIGHTS, HEATER 3 -120V 20A CKT.S

(2)34" CONDUITS FOR CASHIER POWER: 6-120V CIRCUITS(1)34" CONDUIT FOR CONTRACTOR SWITCHES

(2)1" CONDUITS TO STUB-UP IN OFFICE CEILING

3" CONDUIT FROM CASHIER COUNTER TO STUB BY GAS EQUIPMENT IN SLAB

34" CONDUIT FROM CASHIER COUNTER TO STUB BY TELEPHONE BOARD

EACH SIGN TO TAKE (2) 120V 20A CKT.S(1) FOR LIGHTING CONTRACTOR(1) FOR MOTOR POWER

1

2

3

4

5

6

4

8 8 8

8

8888

2

9

2

12

12 12

12 12 12

12

12 12

CF

1

1

WH

4

+9'-6"

+9'-6"

CK1-9

CK1-25 CK1-40

CK1-10

GFICK1-17

CK1-16

CK1-3

GFICK1-12

CK1-9

GFICK1-12

WHCK1 CK2 CK3 CK4EVAP FANEVAP FANEVAP FAN

EVAP FAN

6

WPGFICK1-19

CK1-5

CK1-22,24

GFICK1-18

CK1-5

CK1-5

CK4-15,17

CK4-15,17

CK1-22,24

CK1-5

CK1-4

CK1-11

CK1-2CK1-11

CK1-15

CK1-1345

WPGFICK1-19

1

J J

HVAC UNIT3 POLE 70A

COOLINGCONDENSER3 POLE40A



#1

#2

#3

CK1-34,36,38CK1-39

DS

DS

DS

DS

CK1-28,30,32

CK1-27,29,31

WP.GFICK1-39

WP.GFICK1-39

CK1-33,35,37

NOTE:THE FUEL SERVICE CONTROLS, ALARMS, SHOPDRAWINGS FOR ELECTRICAL CONTROLS, AND SHUTOFFOF FUEL FOR THE ATTENDED GAS STATION WILL BE NEW.TANKS, DISPENSERS, AND PUMPS ARE EXISTING.

NEW 34" CONDUIT TO EACH TANK FOR CONTROL MONITORINGWALLS ** ADD CONDUITS FOR DOUBLE WALL TANKS

NEW 34" CONDUIT TO EACH EXIST.TANK FOR CONTROL WIRING, 18 / 2 STP.

NEW 1" CONDUIT TO EACH EXIST. DISPENSERFOR POWER AND CONTROL WIRING CK3-2,4,6,8

NEW (2) 114" CONDUIT TO

GASOLINE PUMP CANOPY FORLIGHTING

NEW 34" CONDUIT TO EACHEXIST. DISPENSER FOR INTERCOM

CK2-3 NEW 34" CONDUIT FOR SIGN

NEW 34" TELEPHONE DATA

CK2-32 NEW 34"TELEPHONE-POWER, 120V 20A

208-30A EXITING SITE LIGHTING CK2-5

NEW 34" 120V 30A : AIR CK2-20

NEW 34" CONDUIT TO EACH EXIST.TANK FOR POWER - 208V 20A

CK2-1 NEW 34" CONDUIT FOR SIGN

1

1

1

1

1

1

3

23

CF

CFCF

NOTE:1. EMERGENCY LIGHTING TO BE WIRED AHEAD OFSWITCHING WITH THE LIGHTING CIRCUITS2. WH = WATER HEATER3. CF = OPEN CEILING FAN 52" COMMERCIAL WITHVARIABLE SPEED

EXHAUSTFAN

EXHAUSTFAN

6 6

5 5

1

CK4-2 CK4-3 CK4-4 CK4-6

CK4-12

CK4-13

CK4-12

CK4-1

CK4-14

CK4-11

CK4-5

CK4-7

CK4-8

CK4-11CK4-10

4CK1-9

FOR SIGN FOR SIGN

5'-8" 17'-4"17'-5"

POWERSIGN

+9'-6"

FOR SIGN

+8'-4" AFF

6

4 CK1-9 4 CK1-9 4 CK1-9

GFICK1-13

GFICK1-13

+9'-6"TV

+9'-6"TVCK1-20

CK4-16,18

CK1-20

MD

MD

REGISTER

REGISTER

SAFE

FOUNTAIN

2'-6"

HOT

FOOD

CASE

OPEN

AIR

COOLER

COUNTER

(BY OWNER)

15

'-7

1

4"

GFICK1-12

GFICK1-12

FIXTURE SCHEDULE

SYMBOL DESCRIPTION MANUFACTURE CATALOG NO LAMPS WATTS QTY

1 2X4 LAY-IN

FLUORSCENT

TROFFER

LITHONIA

2GT8432A12MVOL

1

4

GEB

4 32 10

2 COMBINATION

EXIT LIGHT

LITHONIA LHQM-SW3R-120/27

7HO

2 5.40000 1

3 REMOTE

EMERGENCY

HEAD

LITHONIA ELANXN0806 2 8 2

4 WALL PACK LITHONIA TWP100MTB-L/LP 1 100 2

5 8' FLUORESCENT

TUBE

1 2

6 4' 2 BULB STRIP

FLUORSCENT

2 3

7 SPIRAL

FLUORSCENT

LIGHT

TBA TBA 1 30 1

8 1 LAMP STRIP

WITH COLD

WEATHER

BALLAST

LITHONIA DMW248HO-120CW

20

1 86 16

9 HI-BAY CREE CXBAJPM40K8UL10

V

0 160 9

E1

DATE: 12-14-16

DRAWN: B.VAUGHAN

REVISED: 12-29-16

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8w

ww

.bcd

inc.

us

C

LA

RK

'S

PUM

P-N

-SH

OP

200

1 PA

RIS

PIK

E

GE

OR

GE

TO

WN

, KY

M.S.

1'-1

1

2"

HVAC UNIT3 POLE 70A

COOLINGCONDENSER #1 3 POLE

COOLINGCONDENSER #2 POLE

COOLINGCONDENSER #3 3 POLE

DS

DS

DS

RECTANGULAR DUCT

RETURN DUCT

NOTE;1. ALL HVAC BY OWNER.

REGISTER

REGISTER

SAFE

FOUNTAIN

10'-0"

2'-6"

HOT

FOOD

CASE

OPEN

AIR

COOLER

COUNTER

(BY OWNER)

HVAC EQUIPMENT SCHEDULE

MARK MODEL DESCRIPTION VOLTAGE MCA/MOCP WEIGHT GAS INPUT

HVAC UNIT ALLIED

COMMERCIAL

KGA150S SERIES

12.5 TON

PACKAGED

GAS/ELECTRIC

GRADE UNIT,

MANULA O/A

PROGRAMMABLE

THERMOSTAT AND

REMOTE SENSOR

208 / 230 V 67 / 80 A 1223 LBS 240,000 BTUH

SCH 40 BLACK STEEL PIPE(ONE CONTINUOUSLENGTH PREFERRED)

GASCOMPANYSERVICE

TUBULARSTIFFENER

CURB BOX

1'-6" M

IN

.

PLUG VALVE

REGULATOR

SEAL

WALL SLEVE

GAS SUPPLY

GASMETER(BY UTILITY)

2'-0" C

LE

AR

TO

F

IN

IS

HE

D

LE

VE

L G

RO

UN

D

DIRECT BURIAL SERVICE LINE

ROUND METALSUPPLY DUCT

BALANCING DAMPER (TYP.)

HVAC DUCT SUPPORT

3"12"

3"12"SUPPORT AS REQ'D

FROM ROOF STELL

M1

DATE: 12-14-16

DRAWN: B.VAUGHAN

REVISED: 12-29-16

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8w

ww

.bcd

inc.

us

C

LA

RK

'S

PUM

P-N

-SH

OP

200

1 PA

RIS

PIK

E

GE

OR

GE

TO

WN

, KY

64'-0"

74'-0"

HOOD

ABOVE

FREEZER

ISLAND

PREP

ELEC.

DESK

A.T.M.

DISPLAY

SALES

ENTRY

OPEN

AIR

COOLER

WAST

OPEN

AIR

COOLER

COOLER

(12 DOOR)

BEER

CAVE

DELI

COOLER

AREA

FREEZER

PREP

M.S.

8'-5

7

8"

10'-5"

8'-5"

33'-5"

39'-0"

1'-9"

1"

1'-1

1

2"

101

103

102

104

101

105

107

106

107

101

102

104

107

106

COUNTER

(BY OWNER)

3'-8"

FD

FD

P-4

P-1

P-1

P-2

P-2

P-2

P-3

P-5

P-5

FD

WH

WH

P-6

P-6

HB

HB

HB

P-7

P-7

P-2

REGISTER

REGISTER

SAFE

HOT

FOOD

CASE

OPEN

AIR

COOLER

COUNTER

(BY OWNER)

10'-9"

3'-0"

CLEANOUT

PLUMBING FIXTURE SCHEDULE (ALL FIXTURES & HARDWARE MUST MEET ADA STANDARDS

SYMBOL DESCRIPTION HW CW W V QTY REMARKS

P-1 HANDICAPPED

WATER

CLOSET

-- 0'-0

1/2"

0'-3" 0'-1

1/2"

2

AMERICAN STANDARD 3378.128 "CADET III 16

1

2

"H ELONGATED TOILET"

VITROUS CHINA SIPHON ACTION, SOLID PLASTIC OLSONITE #95 OPEN

FRONT WHITE SEAT. PROVIDE CHROME PLATED SUPPLY WITH STOP.

P-2 HANDICAPPED

LAVATORY

WALL HUNG

0'-0 1/2" 0'-0

1/2"

0'-2" 0'-1.50

000"

3 AMERICAN STANDARD 0355.012 "LUCERNE", 2385.130 SINGLE LEVER

FAUCET SET WITH GRID DRAIN. CHROME PLATED CAST BRASS TRAP

ASSEMBLY WITH CLEANOUT. CHROME PLATED BRASS SUPPLIES WITH

LOOSE KEY STOPS. PROVIDE TRUEBRO #102 HANDI LAV-GUARD A.DA.

CONFORMING INSULATION KIT.

P-3 UTILITY SINK 0'-0 1/2" 0'-0

1/2"

0'-3" 0'-1

1/2"

1 GRIFFIN TRIPLE COMPARTMENT SCULLERY SINK MODEL #T60-388 W/

CHICAGO WALL MOUNTED FITTING FAUCET MODEL #445-L12CP & ELKAY

DRAIN FITTING W/ GRID S/S STRAINER MODEL #LK18B

P-4 MOP SINK 0'-0 1/2" 0'-0

1/2"

0'-3" 0'-1

1/2"

1 FIAT MSP 24 X 24 X 10 MOLDED STONE BASIN WITH STAINLESS STEEL

STRAINER. 830AA FAUCET SET, STAINLESS STEEL RIM GUARD AND HOSE

WITH BRACKET.

P-5 URNIAL -- 0'-0

1/2"

0'-2" 1'-6" 2 AMERICAN STANDARD 6601.012 "LYNBROOK 14" X 18.5" X 28.75" VITROUS

CHINA WALL HUNG BLOWOUT URNIAL

P-6 WATER

CLOSET

-- 0'-0

1/2"

0'-3" 0'-1

1/2"

2

AMERICAN STANDARD 3378.128 " CADET

III 16

1

2




P-7 OPEN

RECEPTACLE

--

3

8

"

0'-1.50

000"

2

3

8

" STOP TO PROVIDE WATER TO SOFT DRINK AND COFFEE

FD FLOOR DRAIN -- -- 0'-3" 3" 3 FLOOR DRAIN, 4 IN PIPE DIA, CAST IRON EQUAL TO ZURN MODEL #Z560

WH WATER

HEATER

0'-0 3/4" 0'-0

3/4"

-- -- 2 38 GALLON ELECTRIC WATER EQUAL TO WHIRLPOOL MODEL E2F40LD045V

HB HOSE BIB -- 0'-0

1/2"

-- -- 3

P1

DATE: 12-14-16

DRAWN: B.VAUGHAN

REVISED: 12-29-16

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8w

ww

.bcd

inc.

us

C

LA

RK

'S

PUM

P-N

-SH

OP

200

1 PA

RIS

PIK

E

GE

OR

GE

TO

WN

, KY

VTR

2"

3"

P-1

F.D.

F.D.

P-2

P-1C.O.

C.O.

RESTROOM AREA

FOOD PREP. AREA

P-7 (AT ISLAND)OR

VTR

TO CITY SEWER

P-4

P-2

3"

2"3"

11/2"

C.O.

4"

3"

3"

3"

1/8" 12"

1/8"12"

EXTERIOR

INTERIOR

3"

3"

MIN. SLOPE DRAIN LINES:21

2" IN. DIA. OR LESS, 14" PER 12" HORIZONTAL.

3" TO 6", 18" PER 12"HORIZONTAL.8" AND LARGER, 1

16" PER 12"HORIZONTAL.

SEPTIC RISER DIAGRAMNOT TO SCALE

P-3

P-6

P-6

112"

2"

P-2

P-5P-5

2"

P-2

3"

P-7 (AT FOUNTAIN)OR

2"

FD

3"

3"

112"

112"

112"

112"

3"

112"

112"

112"

112"

112"

112"

112" 11

2"

2"

2"

3" 3"

3"

PLUMBING FIXTURE SCHEDULE (ALL FIXTURES & HARDWARE MUST MEET ADA STANDARDS

SYMBOL DESCRIPTION HW CW W V QTY REMARKS

P-1 HANDICAPPED

WATER

CLOSET

-- 0'-0

1/2"

0'-3" 0'-1

1/2"

2

AMERICAN STANDARD 3378.128 "CADET III 16

1

2




P-2 HANDICAPPED

LAVATORY

WALL HUNG

0'-0 1/2" 0'-0

1/2"

0'-2" 0'-1.50

000"

3 AMERICAN STANDARD 0355.012 "LUCERNE", 2385.130 SINGLE LEVER

FAUCET SET WITH GRID DRAIN. CHROME PLATED CAST BRASS TRAP

ASSEMBLY WITH CLEANOUT. CHROME PLATED BRASS SUPPLIES WITH

LOOSE KEY STOPS. PROVIDE TRUEBRO #102 HANDI LAV-GUARD A.DA.

CONFORMING INSULATION KIT.

P-3 UTILITY SINK 0'-0 1/2" 0'-0

1/2"

0'-3" 0'-1

1/2"

1 GRIFFIN TRIPLE COMPARTMENT SCULLERY SINK MODEL #T60-388 W/

CHICAGO WALL MOUNTED FITTING FAUCET MODEL #445-L12CP & ELKAY

DRAIN FITTING W/ GRID S/S STRAINER MODEL #LK18B

P-4 MOP SINK 0'-0 1/2" 0'-0

1/2"

0'-3" 0'-1

1/2"

1 FIAT MSP 24 X 24 X 10 MOLDED STONE BASIN WITH STAINLESS STEEL

STRAINER. 830AA FAUCET SET, STAINLESS STEEL RIM GUARD AND HOSE

WITH BRACKET.

P-5 URNIAL -- 0'-0

1/2"

0'-2" 1'-6" 2 AMERICAN STANDARD 6601.012 "LYNBROOK 14" X 18.5" X 28.75" VITROUS

CHINA WALL HUNG BLOWOUT URNIAL

P-6 WATER

CLOSET

-- 0'-0

1/2"

0'-3" 0'-1

1/2"

2

AMERICAN STANDARD 3378.128 " CADET

III 16

1

2




P-7 OPEN

RECEPTACLE

--

3

8

"

0'-1.50

000"

2

3

8

" STOP TO PROVIDE WATER TO SOFT DRINK AND COFFEE

FD FLOOR DRAIN -- -- 0'-3" 3" 3 FLOOR DRAIN, 4 IN PIPE DIA, CAST IRON EQUAL TO ZURN MODEL #Z560

WH WATER

HEATER

0'-0 3/4" 0'-0

3/4"

-- -- 2 38 GALLON ELECTRIC WATER EQUAL TO WHIRLPOOL MODEL E2F40LD045V

HB HOSE BIB -- 0'-0

1/2"

-- -- 3

P2

DATE: 12-14-16

DRAWN: B.VAUGHAN

REVISED: 12-29-16

GE

NE

RA

L C

ON

TR

AC

TO

RC

ON

STR

UC

TIO

N M

AN

AG

ER

1962

FIL

IAT

RE

AU

LA

NE

BA

RD

STO

WN

, KY

400

04PH

: 502

-348

-230

5 F

AX

: 502

-348

-200

8w

ww

.bcd

inc.

us

C

LA

RK

'S

PUM

P-N

-SH

OP

200

1 PA

RIS

PIK

E

GE

OR

GE

TO

WN

, KY

Documents

GENERAL CONTRACTOR CONSTRUCTION MANAGER 1962 FILIATREAU ...€¦ · construction manager 1962 filiatreau lane bardstown, ... spacing to no greater than 18 feet on ... general contractor