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3491 SOUTH DANVILLE BYPASS
DANVILLE KY, 40422
CAPTAIN D'S DANVILLE KY
PROJECT LOCATIONDRAWING INDEXPROJECT INFORMATION
PROJECT CONTACTS
OWNER
KELLY BOERNSEN
113 LAUREL DRIVE
BARDSTOWN, KY 40004
502.593.8988
SEAL
NEIL C. TURNER
ARCHITECT
368 CRANFILL RD SE
MARIETTA, GEORGIA 30060
770.298.5508
CLIENT
PROJECT
REVISIONS
DATE ISSUE
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
G-1
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18042
BUILDING INFORMATION
PROJECT DESCRIPTION:
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
ALLOWABLE AREA:
SEISMIC DESIGN CATEGORY:
FAST CASUAL RESTAURANT
ASSEMBLY A2
TYPE VB
6000
C
SPRINKLERED:
MEZZANINE:
OCCUPANCY CATEGORY: EXISTING
TOTAL GROSS AREA:2,450
IECC CLIMATE ZONE: 4A
ENERGY METHOD: IECC 2012
NO
NONE
OCCUPANT LOAD CALCULATION
ASSEMBLY AREA DINING
KITCHEN AREA
STORAGE AREAS
TOTAL OCCUPIED AREA:
AREA LOAD OCCUPANTS
789 200 5
223 300 1
2,22479
EGRESS WIDTH CALCULATIONS
REQ'D WIDTH EXIT CAPACITY
0.2 16"
108"
OCCUPANTS
79
EXIT WIDTH PROVIDED:
TOTAL REQUIRED EXITS:
TOTAL EXITS PROVIDED:
2
3
NUMBER OF STORIES: 1
APPLICABLE CODES
KENTUCKY BUILDING CODE
EDITIONCODE AMENDMENTS
2019 2015 IBC WITH KENTUCKY AMENDMENTS
INTERNATIONAL MECHANICAL CODE (ICC)
2015
KENTUCKY STATE PLUMBING LAW, REGULATIONS & CODE815 KAR
GENERAL NOTES
1. CONTRACTOR SHALL MEET ALL LOCAL CODE REQUIREMENTS.
2. CONTRACTOR SHALL SUBMIT ANY CHANGES TO THE FIRE ALARM & FIRE SPRINKLER SYSTEM TO THE FIRE MARSHALL FOR
REVIEW
GENERAL
SHEET TITLESHEET #
03
.1
5.1
9
XX
.X
X.X
X
ISSUED
COVER SHEETG-1
PROJECT NOTESG-2
LIFE SAFETY PLANG-3
ARCHITECTURAL
KEY FLOOR PLANA-1
REFLECTED CEILING PLANA-3
EXTERIOR ELEVATIONSA-4
EXTERIOR ELEVATIONSA-4.1
BUILDING SECTIONSA-5.1
SECTIONS AND DETAILSA-5.2
SECTIONS AND DETAILSA-5.3
ROOF PLANA-6
FINISH FLOOR PLAN AND MATERIAL SCHEDULEA-7
FURNITURE PLAN AND SCHEDULEA-7.1
PROJECT NOTES
03.15.19 FOR REVIEW
X
X
X
X
X
X
X
X
X
X
X
X
X
FIRE ALARM NOT REQUIRED A2 UNDER 300 OCCUPANTS
MECHANICAL
M-1
HVAC ROOF PLANM-2
PROJECT SCOPE NOTES
THIS PROJECT IS AN EXPANSION AND REMODEL OF AN EXISTING STARBUCKS INTO A FAST CASUAL RESTAURANT.
THE SCOPE OF WORK OUTLINED IN THESE DOCUMENTS INCLUDE: NEW WOOD FRAME BUILDING CONSTRUCTION ON CONCRETE
SLAB ON GRADE. FACILITIES TO INCLUDE PUBLIC DINING SPACE, PUBLIC RESTROOMS AS WELL AS KITCHEN AND STORAGE AREAS.
UNOCCUPIED / SIMULTANEOUS USE 300 0 0
ARCHITECT
NEIL C TURNER | ARCHITECT
368 CRANFILL RD SE
MARIETTA, GA 30060
770.298.5508
CORP. CAPTAIN D'S LLC
DEBBIE HILL
CONSTRUCTION PROJECT MANAGER
624 GRASSMERE PARK DRIVE, STE. 30
NASHVILLE, TN 37211
615.231.2008
XX
.X
X.X
X
XX
.X
X.X
X
XX
.X
X.X
X
DIMENSIONED FLOOR PLANA-2 X
BUILDING SECTIONSA-5 X
INTERIOR ELEVATIONSA-8 X
INTERIOR ELEVATIONSA-8.1 X
DETAILSA-9 X
DETAILSA-9.1 X
ELECTRICAL
LIGHTING PLANE-1
POWER PLANE-2
PLUMBING
PLUMBING UNDERGROUND FLOOR PLANP-1
PLUMBING AND GAS FLOOR PLANP-2
RISER & PANEL SCHEDULESE-3
ROOF POWER PLANE-4
SYSTEM PLANE-5
PLUMBING LEGEND SCHEDULES & DETAILSP-3
PLUMBING NOTESP-4
1. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF DISCREPANCIES FOUND ON THE
DRAWINGS, OR ANY EXISTING CONDITIONS FOUND ON SITE, WHICH CONFLICT WITH IN THE
CONTRACT DOCUMENTS. THE CONTRACTOR IS TO CLARIFY ANY SUCH DISCREPANCIES WITH THE
OWNER PRIOR TO COMMENCING WORK.
2. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS INDICATED ON DRAWINGS TAKE PRECEDENCE.
LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.
3. GENERAL CONTRACTOR, SUB CONTRACTORS, AND VENDORS SHALL BE RESPONSIBLE FOR ALL
CONSTRUCTION TO BE COMPLIANT WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND
ORDINANCES. ALL CONTRACTORS AND VENDORS MUST COMPLY WITH CONTRACTOR
REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
4. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL
CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. CONTRACTOR SHALL MAINTAIN
ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL
INCLUDE ALL ADDENDA.
5. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY
WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED
BY SUBCONTRACTORS AND OWNER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES
WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY
DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK AFTER SO
LOCATED.
7. CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION
OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT MARKED AS 'OWNER SUPPLIED' ARE TO BE
SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE
INSTALLED BY THE GENERAL CONTRACTOR.
8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED SHOP
DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
9. PROVIDE SOLID WOOD BLOCKING IN STUD WALLS AS REQUIRED TO SUPPORT WALL MOUNTED
FIXTURES, FURNISHINGS & EQUIPMENT.
10. ALL CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE
DEVELOPED RATING OF 450 OR LESS IN ACCORDANCE WITH ASTM E84.
11. DOORS INDICATED ON THE PLAN SHALL BE LOCATED A MINIMUM OF 4" FROM ADJACENT WALLS
UNLESS NOTED OR DIMENSIONED OTHERWISE, OR AS REQUIRED FOR HARDWARE INSTALLATION.
12. EXIT HARDWARE SHALL ALLOW FOR EGRESS AT ALL TIMES WITHOUT THE USE OF SPECIAL
KNOWLEDGE OR EFFORT.
13. THE CONTRACTOR SHALL BRACE ENTIRE STRUCTURE AS REQUIRED DURING CONSTRUCTION TO
MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE.
14. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR.
15. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB
SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.
THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
16. EXTERIOR PLAN DIMENSIONS ARE TO FACE OF FOUNDATION WALLS. INTERIOR DIMENSIONS ARE TO
THE FACE OF STUD FRAMING.
17. FIRESTOPPING OF TWO INCH NOMINAL LUMBER SHALL BE PROVIDED TO FORM AN EFFECTIVE FIRE
BARRIER BETWEEN ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL.
18. STRUCTURAL LUMBER EXPOSED TO THE EXTERIOR OR IN CONTACT WITH THE CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED.
19. ALL WORK SHALL COMPLY WITH FEDERAL ADAAG REQUIREMENTS.
GENERAL ACCESSIBILITY GUIDELINESG-4 X
ARCHITECTURAL SITE
ARCHITECTURAL SITE PLANAS-1 X
STRUCTURAL
GENERAL NOTESS-01
FOUNDATION PLANS-1
ROOF FRAMING PLANS-2
SECTIONS & DETAILSS-3
X
X
X
X
A-10
A-11
A-11.1
RESTROOM PLAN AND ELEVATIONS
DOOR AND WINDOW SCHEUDLES
DOOR AND WINDOW DETAILS
KITCHEN EQUIPMENT
K-1 EQUIPMENT LAYOUT
K-2 UTILITY ROUGH-IN SCHEDULE
K-3 EQUIPMENT PLUMBING & ELECTRICAL SCHEDULE
K-ELEV-1 KITCHEN ELEVATIONS
K-E-1 KITCHEN ELECTRICAL ROUGH IN
PROTOTYPE HOOD DRAWINGS (FOR REFERENCE ONLY CONFIRM FINAL
SPEC. WITH SHOP DRAWINGS)
H-1 HOOD WIRING MAP
H-2 HOOD WIRING MAP
H-3 EXHAUST SYSTEMS
H-4 HOOD DETAILS
H-5 EXHAUST FAN DETAILS
HVAC SCHEDULES AND NOTESM-3
HVAC DETAILSM-4
ELECTRICAL DETAILSE-6
ELECTRICAL DETAILSE-7
KENTUCKY AMENDMENTS
INTERNATIONAL FIRE CODE (IFC)
2015
INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2015
KENTUCKY AMENDMENTS
WAITING AREA 50 5 10
84" L 24" 5BENCH SEATING
862 15 58 / 62 SEATS
STRUCTURAL ENGINEER
MAC WILLET
WILLETT ENGINEERING COMPANY
3528 HABERSHAM AT NORTHLAKE
TUCKER, GEORGIA 30084
770.270.9484
MECHANICAL ELECTRICAL AND
PLUMBING ENGINEER
MARSHALL & BOLLWERK
ENGINEERING, INC
8681 HIGHWAY 92, SUITE 400
WOODSTOCK, GA 30188
678-795-0333
SITE DETAILSAS-2 X
EXISTING SITE SURVEY (FOR REFERENCE ONLY)
AS-3 X
SECTIONS & DETAILSS-4 X
SECTIONS & DETAILSS-5 X
X
X
X
K-W&G-1 KITCHEN WATER & GAS ROUGH IN
K-D-1 KITCHEN WASTE ROUGH IN
K-EH-1 KITCHEN HOOD LOCATIONS
HVAC FLOOR PLAN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
A-12 BID ALTERNATE X
EXISTING AND DEMO PLANSAD-1 X
H-6 MAKE UP AIR X
LIGHTING COMPLIANCE CERTIFICATEE-8 X
G-2
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K
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SEAL
NEIL C. TURNER
ARCHITECT
368 CRANFILL RD SE
MARIETTA, GEORGIA 30060
770.298.5508
CLIENT
PROJECT
REVISIONS
DATE ISSUE
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
18042
09.15.19 FOR REVIEW
1. SEE ELECTRICAL SHEETS FOR
EXACT LIGHT TYPE/MODEL.
2. G. C. TO VERIFY QUANTITY &
LOCATIONS OF FIRE
EXTINGUISHERS WITH LOCAL
AUTHORITIES. G.C. TO SUPPLY ANY
ADDITIONAL FIRE EXTINGUISHERS
IF REQUIRED.
3. SEE DIMENSION PLAN FOR WALL
TYPES AND LOCATIONS.
4. A SIGN STATING THE OCCUPANT
LOAD OF THE BUILDING SHALL BE
POSTED IN A CONSPICUOUS PLACE
NEAR THE MAIN ENTRY. G.C. TO
PROVIDE AND INSTALL OCCUPANT
LOAD SIGN. G.C. TO VERIFY WITH
LOCAL AUTHORITIES FOR LOCATION
OF SIGN.
5. IF REQUIRED, G.C. TO PROVIDE FIRE
DEPARTMENT REQUIRED KEY BOX.
COORDINATE LOCATION AND TYPE
WITH LOCAL AUTHORITIES.
6. IF REQUIRED, G.C. TO VERIFY
LOCATION, SIZE, AND TYPE OF
ADDRESS NUMBERS FOR BUILDING
WITH LOCAL AUTHORITIES.
LETTERS TO BE SUPPLIED BY G.C.
7. IF REQUIRED, G.C. TO PROVIDE AND
COORDINATE PLACEMENT OF "THIS
DOOR TO REMAIN UNLOCKED WHEN
BUILDING IS OCCUPIED" OVER MAIN
ENTRY DOORS WITH LOCAL
AUTHORITIES.
GENERAL NOTESLEGEND
MANUAL PULL STATION FOR
HOOD FIRE SUPPRESSION
RECESSED CAN/PENDANT NIGHT
LIGHT
REMOTE EXTERIOR
2x4 FLOURESCENT/NIGHT LIGHT
EXIT LIGHT WITH EMERGENCY
LIGHTING
REQUIRED 44" CLEAR EXIT AISLE
REQUIRED 36" CLEAR EXIT AISLE
ACCESSWAYS
NON-PUBLIC AREAS
ACCESSIBILITY LEGEND
TRAVEL DISTANCE
PATH OF EGRESS
ACCESSIBLE SEATING
ACCESSIBLE SEATING REQUIREMENTS
5%
% TO BE HANDICAP
ACCESSIBLE
3 SEATS
62
TOTAL NUMBER OF
INTERIOR SEATS
MIN. HANDICAP SEATS
REQ.
MEANS OF EGRESS
INTERIOR SEAT COUNT IS: 62
INTERIOR OCCUPANT LOAD IS: 95
EXIT UNITS:
-(2) EXITS PROVIDED (2) REQUIRED
-EXIT AISLES ARE 44" MIN. WIDTH
-EXIT ACCESSWAYS ARE 36" MIN. WIDTH
-ALL EXIT DOORS SHALL MEET OR EXCEED 32" CLEAR WIDTH WHEN IN
THE OPEN POSITION AND SWING IN THE DIRECTION OF TRAVEL.
-EXIT LOCATIONS MEET OR EXCEED THE REQUIRED NUMBER AND
SEPARATION REQUIREMENTS.
EGRESS WIDTH:
OCCUPANT LOAD = 79
.2 x 79 = 16" REQUIRED
TOTAL EGRESS WIDTH =
(1) DOOR @ 34" CLEAR
(1) SET OF DOORS @ 70" CLEAR
-50% OF EGRESS MUST EXIT THROUGH MAIN ENTRY
(1) DOOR @ 36" = 34" CLEAR
50% OF 79 OCCUPANTS = 40 OCCUPANTS
G-3
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SEAL
NEIL C. TURNER
ARCHITECT
368 CRANFILL RD SE
MARIETTA, GEORGIA 30060
770.298.5508
CLIENT
PROJECT
REVISIONS
DATE ISSUE
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
18042
03.15.19 FOR REVIEW
60
m
in
24 min
36
m
in
36 min
12 min
915
305
15
25
610
91
5
12 min
305
60 min
1525
base
arm
arm
FIGURE 304.3.2
T-SHAPED TURNING SPACE
30 min
48 min
30
m
in
48
m
in
12
20
76
0
760
1220
(a)
forward
(b)
parallel
FIGURE 305.5
POSITION OF CLEAR FLOOR OR GROUND SPACE
36 min
X >
2
4
61
0
915
FIGURE 305.7.1
MANEUVERING CLEARANCE IN A
ALCOVE, FORWARD APPROACH
60 min
X >
1
5
1525
38
0
FIGURE 305.7.2
MANEUVERING CLEARANCE IN A
ALCOVE, PARALLEL APPROACH
17-25
9
230
430-635
6 max
150
30
m
in
76
0
(a)
elevation
(b)
plan
FIGURE 306.2
TOE CLEARANCE
11 min
27
m
in
68
5
280
205
8 min
9 min
230
(a)
elevation
(b)
plan
30
m
in
76
0
635
25 max
FIGURE 306.3
KNEE CLEARANCE
15
m
in
38
0
48
m
ax
12
20
FIGURE 308.2.1
UNOBSTRUCTED FORWARD REACH
48
m
ax
12
20
44
m
ax
11
20
>20-25 max
510-635
20 max
510
FIGURE 308.2.2
OBSTRUCTED HIGH FORWARD REACH
10 max
255
12
20
48
m
ax
15
m
in
38
0
FIGURE 308.3.1
UNOBSTRUCTED SIDE REACH
10 max
255
12
20
48
m
ax
34
m
ax
86
5
34
m
ax
86
5
46
m
ax
11
70
> 10-24 max
255-610
(a) (b)
FIGURE 308.3.2
OBSTRUCTED SIDE REACH
12
20
48
m
in
(b)
front approach, push side
Figure 404.2.4.1
Maneuvering Clearance at Manual Swinging
Doors
and Gates
60
m
in
15
25
18 min
445
(a)
front approach, pull side
12
20
48
m
in
12 min
305
(c)
front approach, push side, door
provided with both closer and latch
36 min
915
60
m
in
15
25
(d)
hinge approach, pull side
42 min
1065
54
m
in
13
70
(e)
hinge approach, pull side
42
m
in
10
65
560
22 min
(f)
hinge approach, push side
(g)
hinge approach, push side, door
provided with both closer and latch
48
m
in
12
20
22 min
560
24 min
48
m
in
610
12
20
(h)
latch approach, pull side
(i)
latch approach, pull side,
door provided with closer
54
m
in
13
70
610
24 min
24 min
42
m
in
10
65
610
(j)
latch approach, push side
(k)
latch approach, push side,
door provided with closer
610
24 min
12
20
48
m
in
5 max 15 min
380125
Figure 602.5
Drinking Fountain
Spout Location
16-18
405-455
Figure 604.2
Water Closet
Location
430-485
17-19
(a)
wheelchair
accessible water
closets
(b)
ambulatory
accessible water
closets
60 min
56
m
in
14
20
1525
Figure 604.3.1
Size of Clearance at Water Closets
Figure 505.10.3
Bottom Handrail Extension
at Stairs
X
X
Note: X = tread depth
12 min
305
Figure 505.10.2
Top Handrail Extension
at Stairs
12 min
305
12 min
305
Figure 505.10.1
Top and Bottom
Handrail Extension at Ramps
STANDARD ACCESSIBILITY DETAILS
G-4
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CA
PT
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D
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D
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VIL
LE
K
Y
SEAL
NEIL C. TURNER
ARCHITECT
368 CRANFILL RD SE
MARIETTA, GEORGIA 30060
770.298.5508
CLIENT
PROJECT
REVISIONS
DATE ISSUE
PROJECT NUMBER:
SHEET TITLE
SHEET NUMBER
18042
03.15.19 FOR REVIEW