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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 PLANE-2 PANEL SCHEDULEE-3 PANEL SCHEDULEE-4 PANEL SCHEDULEM-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
A-2;D-2 11'-0" X 11'-0" X 1'-0" (11) #5'S EACH WAY (11) #5'S EACH WAY
A-3;D-3 7'-6" X 7'-6" X 1'-0" (7) #5'S EACH WAY (7) #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
UNDISTURBED EARTH OR
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
UNDISTURBED EARTH OR
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
UNDISTURBED EARTH OR
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
UNDISTURBED EARTH OR
COMPACTED GRANULAR FILL
COMPACTED GRANULAR BACKFILL
SEE SCHEDULE
SE
E
SC
HE
DU
LE
1
2
" PRE-MOLDED EXPANSION JOINT MATERIAL
2"
COMPACTED GRANULAR BACKFILL
SEE SCHEDULE
UNDISTURBED EARTH
OR COMPACTED GRANULAR FILL
COMPACTED GRANULAR FILL
#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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UC
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1962
FIL
IAT
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AU
LA
NE
BA
RD
STO
WN
, KY
400
04PH
: 502
-348
-230
5 F
AX
: 502
-348
-200
8w
ww
.bcd
inc.
us
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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
OR COMPACTED GRANULAR FILL
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
COMPACTED GRANULAR FILL
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
GE
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UC
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1962
FIL
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AU
LA
NE
BA
RD
STO
WN
, KY
400
04PH
: 502
-348
-230
5 F
AX
: 502
-348
-200
8w
ww
.bcd
inc.
us
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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
kpotts@keyesarchitects.com
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
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:
FLOOR 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
1
REVISIONS PER
OWNER
02-20-17
2
1
2
REVISIONS PER
ARCHITECT
02-22-17
I:\2016\16-1857 Clark's Pum
p-N
-Shop\D
raw
ings\A1.01 Floor Plan.dw
g, 2/22/2017 9:22:16 AM
, kpotts
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
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\
A2.01
EXTERIOR ELEVATIONS
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:
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
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
1
REVISIONS PER
OWNER
02-20-17
1
1
1
2
REVISIONS PER
ARCHITECT
02-22-17
2
2
2
2
2
2
I:\2016\16-1857 Clark's Pum
p-N
-Shop\D
raw
ings\A2.01 Exterior Elevations.dw
g, 2/22/2017 9:22:20 AM
, kpotts
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
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/
A3.01
COMMERCIAL ADA-ANSI
GUIDELINES
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:
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
AX
: 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
I:\2016\16-1857 Clark's Pum
p-N
-Shop\D
raw
ings\A3.01 Com
mercial AD
A-Ansi G
uidelines.dw
g, 2/22/2017 9:22:26 AM
, kpotts
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
(MODIFIED) BLUE ON WHITE, REFLECTORIZED
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
(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
(MODIFIED) BLUE ON WHITE, REFLECTORIZED
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
5'-0" MIN. LANDING AREA
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"
5'-0" MIN. LANDING AREA
VARIES, SEE SITE PLAN
5'-0" MIN. LANDING AREA
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
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/
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
I:\2016\16-1857 Clark's Pum
p-N
-Shop\D
raw
ings\A3.02 Accessibility Site D
etails.dw
g, 2/22/2017 9:22:34 AM
, kpotts
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
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/
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
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ings\A3.03 Schedule.dw
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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
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/
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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ings\A4.01 Roof Plan.dw
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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.
R-19 PARALLEL TO PURLINS
WITH R11 PERPENDICULAR TO PURLINS
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.
3" (R-10) KRAFT FACED
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.
TREATED 2x4 BASE PLATE
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.
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
TREATED 2x4 BASE PLATE
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
ROOF PURLINS @ 5'-0" O.C.
PREPAINTED RAKE TRIM
PREPAINTED STANDING SEAM ROOF WITH
THERMAL BLOCKS
R-19 PARALLEL TO PURLINS
WITH R11 PERPENDICULAR TO PURLINS
7/8" AIR SPACE
FOLD, STAPLE AND TAPE
INSULATION AT EAVE
PAINTED MAIN FRAME
PREPAINTED FLASHING
ROOF PURLINS @ 5'-0" O.C.
PREPAINTED RAKE TRIM
PREPAINTED STANDING SEAM ROOF WITH
THERMAL BLOCKS
R-19 PARALLEL TO PURLINS
WITH R11 PERPENDICULAR TO PURLINS
FOLD, STAPLE AND TAPE
INSULATION AT EAVE
PREPAINTED FLASHING
7/8" AIR SPACE
3" (R-10) KRAFT FACED
INSULATION
1/2" CDX CLOSURE TO
EXT. INSUL.
PREPAINTED STANDING SEAM ROOF
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/
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
I:\2016\16-1857 Clark's Pum
p-N
-Shop\D
raw
ings\A5.01 W
all Sections and D
etails.dw
g, 2/22/2017 9:22:50 AM
, kpotts
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
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/
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
p-N
-Shop\D
raw
ings\A5.02 W
all Sections and D
etails.dw
g, 2/22/2017 9:22:55 AM
, 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
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/
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
p-N
-Shop\D
raw
ings\A6.01 D
oor D
etails.dw
g, 2/22/2017 9:22:58 AM
, kpotts
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
INSULATED GLAZING, SEE
WINDOW SCHEDULE
STOREFRONT SYSTEM
(THERMALLY BROKEN FRAMES
ON EXTERIOR WINDOWS)
J-MOLDING WITH BACKER
ROD AND SEALANT
METAL SIDING
METAL SIDING CLOSURE STRIP
6" VINYL FACED
INSULATION (R19)
INTERIOR EXTERIOR
INSULATED GLAZING, SEE
WINDOW SCHEDULE
STOREFRONT SYSTEM
(THERMALLY BROKEN FRAMES
ON EXTERIOR WINDOWS)
J-MOLDING WITH BACKER
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
(THERMALLY BROKEN FRAMES
ON EXTERIOR WINDOWS)
INSULATED GLAZING,
SEE WINDOW
SCHEDULE
SCALE:
HORZ./VERT. MULLION
081-1/2" = 1'-0"
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/
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
I:\2016\16-1857 Clark's Pum
p-N
-Shop\D
raw
ings\A6.02 W
indow
D
etails.dw
g, 2/22/2017 9:23:02 AM
, 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
E-STOP LOW VOLTAGECONTROL FOR SHUT/TRIPBREAKERS THAT CONTROLALL GAS CIRCUITS
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
CK1-5CK1-5
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
COOLINGCONDENSER3 POLE40A
COOLINGCONDENSER3 POLE40A
#1
#2
#3
WP GFI
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
Scale: 3/16"=1'ELECTIRCAL PLAN
E-11
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 SPEED4. MD = MOTION DETECTOR
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
HAND DRYER
HAND DRYER
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
VERIFYSWITCHWITHOWNER
CIRCUITING NOTE:ALL CONDUITS SERVING GAS DISPENSING EQUIPMENT SHALL BERIGID IMC TYPE WITH SEPARATE EQUIPMENT GROUNDINGCONDUCTOR IN EACH RUN BONDED PER CODE. NEC ARTICLE 514SEALS SHALL BE PROVIDED AT EACH END OF CONDUIT RUN ATPANEL TROUGH AND INSIDE DISPENSER. ANY CONDUIT SERVINGELECTRICAL EQUIPMENT WHICH PASSES WITHIN 20' OF GASDISPENSERS SHALL ALSO BE PROVIDED WITH SEALS .( THISINCLUDES COMMUNICATIONS,DATA , LIGHTING AND VIDEOCONDUITS)
NEMA 3R
NEMA 3R
NEMA 3R
NEMA 3R
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
PANEL SCHEDULE "CK1"
120
208
VAC - 200A
CKT SERVICE AMP WIRE SIZE A B C C B A
WIRE
SIZE
AMP SERVICE CKT
1 LIGHT 20 12 8 8 12 20 LIGHT 2
3 LIGHT 20 12 8 8 12 20 LIGHT 4
5 LIGHT 20 12 8 3 12 20 COOLER
LIGHT
6
7 COOLER
LIGHT
20 12 2 SPARE 8
9 WALL PACK 20 12 2 1 12 20 LIGHT 10
11 CEILING FAN 20 12 10 10 12 20 GFI 12
13 GFI KITCHEN
EQUIP
20 12 10 9 12 20 SECURITY 14
15 RECEPTACLE 20 12 10 10 12 20 RECEPTAC
LE
16
17 GFI 20 12 10 10 12 20 DRINK
FOUNTAIN/
GFI
18
19 GFI 20 12 10 SPARE 20
21 GFI 20 12 10 10 12 20 HAND
DRYER
22
23 GFI 20 12 10 10 12 20 " 24
25 EVAP FAN 20 12 4 4 12 20 EVAP FAN 26
27 COOLER #2
CONDENSER
40 8 17 17 8 40 COOLER #1
CONDENSE
R
28
29 " 40 8 17 17 8 40 " 30
31 " 40 8 17 17 8 40 " 32
33 COOLER #3
CONDENSER
40 8 17 40 4 70 HVAC 34
35 " 40 8 17 40 4 70 " 36
37 " 40 8 17 40 4 70 " 38
39 GFI 20 12 10 2 12 20 "J" BOX 40
SPARE 42
LEFT LOAD TOTALS 68 74 82 90 88 86 RIGHT LOAD TOTALS
A B C C B A
TOTAL
AMPS
154 162 172
AVG.
AMP/PHAS
E
163
PANEL SCHEDULE "CK2"
120
208
VAC - 200A
CKT SERVICE AMP
WIRE
SIZE
A B C C B A
WIRE
SIZE
AMP SERVICE CKT
1 SIGNS 20 12 12 2 12 20 TORK
CONTRO
L
2
3 SIGNS 20 12 11 5 12 20 SIGNS 4
5 POLE
LIGHTS
30 10 21 21 10 30 POLE
LIGHTS
6
7 POLE
LIGHTS
30 10 21 21 10 30 POLE
LIGHTS
8
9 CANOPY
LIGHTS
30 10 14 14 10 30 CANOPY
LIGHTS
10
11 CANOPY
LIGHTS
30 10 14 14 10 30 CANOPY
LIGHTS
12
13 CANOPY
LIGHTS
30 10 14 14 10 30 CANOPY
LIGHTS
14
15 CANOPY
LIGHTS
30 10 14 14 10 30 CANOPY
LIGHTS
16
17 DISPENSER
LIGHT
20 12 5 8 12 20 ENT.
LIGHTS
18
19 POWER
LINK
20 12 3 3 12 20 AIR
PUMP
20
21 TELE.
POWER
20 12 3 80 3 80 EMER.
STOP
GAS
RELAY
22
23 EMPTY 80 3 80 EMER.
STOP
GAS
RELAY
24
LEFT LOAD TOTALS 50 42 40 123 113 40 RIGHT LOAD TOTALS
A B C C B A
TOTA
L
AMPS
90 155 163
AVG.
AMP/PHASE
136
E2
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
THIS AREA IS RESERVED FOR NORMAL POWER, SLAB CONDUITS, ANDUNDERGROUND CONDUITS
THIS AREA IS RESERVED FOR SERVICE CONDUCTORS ONLY.
THIS AREA IS RESERVED FOR GAS EQUIPMENT ONLY. (ALL GAS EQUIPMENTCONNECTIONS BY OTHERS INCLUDING BRANCH CIRCUITS IN GAS PANEL. NOTTHE FEEDER FOR GAS PANEL.) (QTY. & SIZE OF CONDUITS TO BE DETERMINEDBY GAS EQUIPMENT SUPPLIER.)
3 1 2
CONDUITS WITHSEAL OFFS
ALL CONDUITS RUNS SEALEDPER SECT 514-9 NFPA 70
8" X 8" X 10" WIREWAY W/ DIVIDERS
3" STUB TOCASHIER AREA
FEEDERROOT
STPREGULAR
STPSUPER
STP D DIST BOX
CT CABINET
200 AMPMCB3CK-4
EMERG.STOP GASRELAY
100 AMPMLO1CK-3
BUILDING WALL
METER BASE BYPOWER CO.
INCOMING 600 A SERVICEPROVIDED BY ELECTRICALUTILITY IN COMPLIANCEWITH APPLICABLE CODES
CAD WELD
#1 AWG BARE COPPER TO 3/4" ° GROUNDELECTRODE WATER LINE AND BUILDING FRAME
GROUNDING ELECTRODE (PER NEC) MIN 8'-0" LONG
CAD WELD
GRADE
BUILDING COLUMN
200 AMPMCB3CK-1
200 AMPMCB3CK-2
(4) 3 / 0 IN 2 1/2" DIA.CONDUITS
KEY LOCKTO LOCK RELAY
IN OPEN POSITION
(3) #3 11
2"CONDUIT
EMERGENCYSTOP @CASHIERAREA
LOWVOLTAGEDISPENSERWIRINGSECONDARYDISCONNECT
LOWVOLTAGEDISPENSERWIRINGPRIMARYDISCONNECT
VIDEOAND
SPEAKER@
PUMPISLANDS
DISPENSER&
CREDITCARDS
@PUMP
ISLANDS
208 / 120 SINGLE PHASE 3 WIRE SERVICE RISER DIAGRAM
TELEPHONE BOARD4'-0" X 8'-0" X 34"PLYWOOD
34" TO CASHIER
PANEL SCHEDULE "CK3"
120
208
VAC - 100A
CKT SERVICE AMP
WIRE
SIZE
A B B A
WIRE
SIZE
AMP SERVICE CKT
1 PRODUCT
PUMP
20 12 11 4 12 20 DISPENSER 2
3 PRODUCT
PUMP
20 12 11 4 12 20 DISPENSER 4
5 PRODUCT
PUMP
20 12 11 4 12 20 DISPENSER 6
7 PRODUCT
PUMP
20 12 11 4 12 20 DISPENSER 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
LEFT LOAD TOTALS 22 22 8 8 RIGHT LOAD TOTALS
A B
TOTAL
AMPS
30 30
AVG.
AMPS/PHASE
30
E3
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
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
ISLAND
FOODCOUNTER
PARTIAL ELECTRICAL PLAN
CONT A B C CK1 CK2 CK3 CK4
PANEL SCHEDULE "CK4"
120
208
VAC - 200A
CKT SERVICE AMP
WIRE
SIZE
A B C C B A
WIRE
SIZE
AMP SERVICE CKT
1 CAPPUCCINO 20 12 15 24 10 30 COFFEE
MAKER
2
3 COFFEE
MAKER
30 10 24 24 10 30 ROLLER GRILL 4
5 ALLIGATOR
ICE
30 10 21 24 10 30 BUN WARMER 6
7 ALLIGATOR
ICE
20 12 15 15 12 20 ALLIGATOR ICE 8
9 RECEPTACLE 20 12 15 15 12 20 COLD COW 10
11 RECEPTACLE 20 12 15 15 12 20 HOT CASE 12
13 RECEPTACLE 20 12 15 15 12 20 RECEPTACLE 14
15 WATER
HEATER
20 12 15 15 12 20 WATER
HEATER
16
17 " 20 12 15 15 12 20 " 18
LEFT LOAD TOTALS 45 54 51 54 54 54 RIGHT LOAD TOTALS
A B C
TOTAL
AMPS
99 108 105
AVG.
AMP/PHASE
104
E4
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
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