HomeMy WebLinkAboutBuilding & Floor PlansDi
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MAINT
41' X 42'
LATHE
FAB TABLE
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CABINET
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48'-4"37'-2"12'-2"
XX
X
COURT 6
32'x57'-6"
COURT 7
32'x57'-6"
COURT 8
32'x57'-6"
61'-0"
COURT 1
32'x61'
COURT 2
32'x61'
COURT 3
32'x61'
COURT 4
32'x61'
COURT 5
32'x61'
74'-71
8"
45
'
-
9
1 8"
DINK COURT
11'x20'
STORAGE
LOCKERS - WITH PLASTIC LAMINATE TOP - 12" WIDE - 48 SHOWN
BEVERAGE
VENDING
SNACK
VENDING
COUNTER W/
FREEZER
BELOW
BEER
CART
SNACK
VENDING
COUNTER W/
REFRIGERATOR
BELOW
32
'
-
0
"
FUTURE
FRIDGE
PRO
DESK
PR
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ELEC / IT
160 SF
3'-
6
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O
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7'-
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STORAGE
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32
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9'
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32'-0"
57
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8'-6"
8'-6"
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3 8"
32'-0"
4'-8"
6'-0"6'-0"
6'
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1 4"
6'
-
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1 4"
6'-0"6'-0"
6'
-
9
3 8"
106
102
10
5
109
STUDIO
DANCE
OPEN
102
STORAGE
OPEN
105
OFFICE
OPEN
101
STUDIO
DANCE
OPEN
103
LOUNGE
STUDENT
OPEN
109 STUDIO
DANCE
OPEN
107
DANCE
BABY
OPEN
106
CORRIDOR
OPEN
104
CORRIDOR
OPEN
108
CORRIDOR
OPEN
110
EX
107
101
102
48
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-
5
7 8"
50
'
-
0
"
100'-0"
21'-6"
24
'
-
1
1
12"
18
'
-
1
3 8"
28'-117
8"
24
'
-
2
3 4"
53'-10"
4'-012"
4'-
0
"
6'-0"
71
'
-
2
5 8"
28'-2"
45'-0"
35'-0"
78
'
-
0
"
6'-11
4"7'-73
8"35'-0"
10
4
'
-
9
"
24
'
-
7
5 8"
24'-31
2"
WORKOUT ROOM
WITH EQUIPMENT
AND OPEN FLOOR
AREA FOR
EXERCISES - ALSO
SPACE FOR PARENT
VIEWING
TENNIS COURT FOR
DRILLS
RECOVERY
EQUIPMENT AREA
ENTRY AREA
COMMON
RESTROOM AREA
B.A.S.E.C. - TENNIS
TENANT BUILD OUT
201 WEST CARMEL DRIVE
CARMEL, INDIANA 46032
existing sprinkled building
LIFE SAFETY NOTES
OVERALL BUILDING PLAN - FIRST FLOOR
NTS
VICINITY MAP
A000 COVER SHEET AND GENERAL PROJECT NOTES
A001 LIFE SAFETY PLANS
A002 VARIANCE AND CHAPTER 34 INFORMATION
A003 VARIANCE AND CHAPTER 34 INFORMATION
A004 ACCESSIBILITY
A200 ARCHITECTURAL FLOOR PLANS
E100 LIGHTING PLANS
DRAWING INDEX
A000
life safety / notes
A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE EXISTING BUILDING
CONSTRUCTION TYPE AS DEFINED BY SECTION 601 OF THE INDIANA BUILDING
CODE.
B. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE STATE
AND LOCAL BUILDING CODES. CONTRACTORS ARE RESPONSIBLE FOR
VERIFYING THE CURRENT APPLICABLE BULIDING CODE(S) FOR THEIR RESPECTIVE
SCOPE OF WORK.
C. CONTRACTOR(S) SHALL VISIT THE WORK SITE PRIOR TO COMMENCEMENT. THE
DRAWINGS CONTAINED HEREIN MAY NOT BE ALL INCLUSIVE OF EXISTING
CONDITIONS OR NEW WORK REQUIREMENTS. CONTRACTOR(S) SHALL MAKE
THEMSELVES FAMILIAR WITH THE WORK SITE IN THE FIELD IN ORDER TO BE FULLY
AWARE OF THE REQUIREMENTS OF THE SCOPE OF WORK.
D. FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS. INFORM THE GENERAL
CONTRACTOR BEFORE BEGINNING ANY CONSTRUCTION IF EXISTING
CONDITIONS PREVENT OBTAINING RESULTS AS SHOWN OR SPECIFIED. DO NOT
SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE.
E. VERIFY EXISITNG CONDITIONS INDICATED ON THE DRAWINGS AND REPORT
ANY DISCREPANCY THROUGH THE GENERAL CONTRACTOR TO SODA.
F. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER
REGARDING ALL ON-SITE ACTIVITIES; SUCH AS, BUT NOT LIMITED TO, WORK
SCHEDULE, MATERIALS STORAGE AND HANDLING, DELIVERIES, ACCESS TO THE
WORK SITE, TRAFFIC CONTROL, AND BUILDING/PUBLIC SAFETY PROCEDURES
DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE
WORK "BY OTHERS" WITH HIS/HER OWN ACTIVITIES AS NECESSARY TO EXECUTE
THE OVERALL PROJECT SCOPE.
G. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE LANDLORD, DAILY
WORKING HOURS, WEEKEND HOURS AND HOURS THAT MAY BE WORKED PRIOR
TO AND DURING HOLIDAYS. OWNER RESERVES THE RIGHT TO RESTRICT
CONSTRUCTION TO NIGHTS AND WEEKENDS WHEN THAT CONSTRUCTION IS
DEEMED TO INTERFERE WITH THE OPERATIONS OF ADJACENT TENANTS.
H. FOR THOSE ITEMS TO BE ORDERED REQUIRING LEAD TIME. THE CONTRACTOR
SHALL COOORDINATE THE PROJECTS SCHEDULE ACCORDINGLY AND
COMMUNICATE TO THE OWNER, TENANT, AND SODA WHEN DECISIONS MUST
BE RENDERED IN ORDER FOR THE CONTRACTOR TO MEET THE PROJECT
SCHEDULE. THE OWNER, TENANT, OR DESIGNER/ARCHITECT IS NOT
RESPONSIBLE FOR DELAYS RESULTING FROM THE CONTRACTORS FAILURE TO
COMMUNICATE MATERIAL LEAD TIMES.
I. SUBSTITUTIONS FOR SPECIFICALLY NAMED PRODUCTS WILL NOT BE ALLOWED
WITHOUT PRIOR APPROVAL FROM THE DESIGNER. SUBMIT REQUESTS FOR
SUBSTITUTIONS WITH APPROPRIATE SUPPORT INFORMATION TO THE DESIGNER.
ALLOW REASONABLY SUFFICIENT TIME FOR THE DESIGNER TO REVIEW THE
REQUEST AND RENDER A DECISION.
J. SODA SHALL NOT HAVE CONTROL OVER, OR BE IN CHARGE OF, AND SHALL
NOT BE RESPONSIBLE FOR A CONTRACTORS CONSTRUCTION MEANS, METHODS,
SCHEDULES, SEQUENCES, OR SAFETY. THE CONTRACTORS SHALL BE RESPONSIBLE
FOR MAINTAINING A SAFE ENVIRONMENT FOR WORKERS AND THE PUBLIC AT
ALL TIMES.
K. THE GENERAL CONTRACTOR SHALL ESTABLISH WITH THE LANDLORD CLEANUP
PROCEDURES AND GUIDELINES TO BE FOLLOWED ON A DAILY BASIS IN ORDER
TO CONDUCT BUSINESS IN A SAFE AND CLEAN ENVIRONMENT.
L. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE LANDLORD AN
AREA FOR STAGING OF CONSTRUCTION MATERIALS, EQUIPMENT, DUMPSTER
AND PARKING CONSTRUCTION AND DELIVERY VEHICLES. THE USE OF EXISTING
RESTROOM FACILITIES SHALL BE APPROVED BY THE LANDLORD. ONLY THOSE
DESIGNATED AREAS SHALL BE USED BY CONSTRUCTION CREWS.
M. CONTACT THE DESIGNER IMMEDIATELY IF, IN THE FIELD, CONFLICTS ARE
DISCOVERED BETWEEN COMPONENTS OF DIFFERENT SYSTEMS THAT PREVENT
THE INSTALLATION OF THOSE COMPONENTS AS INDICATED ON THE DRAWINGS.
(I.E. WHERE EXISTING MECHANICAL DUCTWORK MAY PREVENT THE
INSTALLATION OF LIGHT FIXTURES AS INDICATED ON THE CEILING PLAN).
N. SODA IS NOT RESPONSIBLE FOR THE IDENTIFICATION, DISCOVERY, PRESENCE,
HANDLING, REMOVAL, DISPOSAL OF, OR EXPOSURE TO ANY PERSONS,
OF HAZARDOUS MATERIALS IN ANY FORM ON THE PROJECT SITE.
O. PROVIDE FIRE-TREATED WOOD BLOCKING IN WALLS FOR ALL WALL HUNG
ITEMS INCLUDING MILLWORK, WALL STOPS, CABINETRY, ETC.
GENERAL PROJECT NOTES
P. EXPEDITE PREPARARION AND SUBMITTAL OF ALL SHOP DRAWINGS TO
ALLOW SUFFICIENT TIME FOR CHECKING, APPROVAL, ORDERING,
FABRICATING AND DELIVERY OF MATERIALS AND EQUIPMENT.
Q. ENSURE THAT ALL MATERIALS AND LABOR ARE IN ACCORDANCE WITH THE
BEST QUALITY STANDARDS OF EACH RESPECTIVE TRADE WHETHER SPECIFIED OR
NOT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK
IS IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL BUILDING CODES, AND
STANDARDS FOR GENERAL, MECHANICAL, AND ELECTRICAL CONSTRUCTION.
R. REVIEW AND COORDINATE ALL NEW WORK AND EXISTING CONDITIONS WITH
ALL OTHER TRADES. FIELD WORK ORDERS AND CHANGE ORDERS WILL NOT BE
APPROVED FOR ANY CONDITIONS OR CONFLICTS THAT COULD HAVE BEEN
ACCOUNTED FOR BY THE BIDDER DURING PRE-BID FIELD INSPECTION AND AFTER
AWARD OF CONTRACT.
S. REPAIR GYPSUM WALLBOARD WHERE DEMOLITION HAS OCCURRED AT
REMAINING WALLS. REPAIR ANY GYPSUM WALLBOARD DAMAGED BY DEMOLITION.
PROVIDE EXPANSION JOINTS IN DRYWALL WHERE NEW WALLS MEET OR ADJOIN TO
EXISTING CORE WALLS.
T. PATCH ALL GYPSUM WALLBOARD AT AREAS OF ELECTRICAL, DATA AND
SWITCH DEVICES BEING REMOVED. PATCH HOLE WITH DRYWALL, TAPE, SPACKLE
AND PREPARE FOR FINISH.
U. WHEN REQUIRED BY STATE BUILDING CODE, THE CONTRACTOR(S) SHALL
PROVIDE DESIGN/BUILD DRAWINGS FOR MECHANICAL, ELECTRICAL, PLUMBING, OR
FIRE SUPPRESSION. DRAWINGS SHALL BE CERTIFIED BY A LICENSED ENGINEER AND
SUBMITTED BY THE CONTRACTOR FOR STATE DESIGN REVIEW.
V. ALL EQUIPMENT AND/OR FIXTURES SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR
INSTRCUTIONS.
W. EXECUTE A THOROUGH FINAL CLEAN AND INSPECTION OF THE SPACE UPON
COMPLETION OF THE PROJECT. ALL SURFACES, FIXTURES AND EQUIPMENT SHALL BE
CLEAN AND THE SPACE SHALL BE TURNED OVER TO THE OWNER IN A CONDITION
THAT REPRESENTS THE HIGHEST LEVEL OF CARE AND PROFESSIONALISM. ENSURE ALL
GENERAL CONTRACTOR INSTALLED APPLIANCES WORK AND DO NOT LEAK.
X. PROVIDE TO THE OWNER ALL OPERATION AND/OR MAINTENANCE MANUALS
OR INSTRUCTIONS FOR ALL EQUIPMENT AND SYSTEMS AT THE COMPLETION OF THE
PROJECT.
Y. ALL PLAN DIMENSIONS ARE FROM FACE OF EXISTING FINISH FACE TO FACE
OF NEW STUD WALL , OR FACE TO FACE OF NEW STUD WALL. DO NOT SCALE
DRAWINGS. WRITTEN DIMENSIONS GOVERN.
Z. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
REQUIREMENTS REGARDING LOCAL PLAN REVIEW, PERMITS, INSPECTIONS, AND
FEES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING ALL
REQUIRED DRAWINGS AND SUPPORTING DOCUMENTS TO THE LOCAL BUILDING
OFFICIAL AND/OR PERMIT DEPARTMENT. ALL REQUIRED LOCAL PERMIT FEES SHALL
BE PAID BY THE GENERAL CONTRACTOR UNLESS STIPULATED OTHERWISE IN THE
OWNER/CONTRACTOR AGREEMENT.
AA. FIRE SEAL ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, AND
CEILINGS WITH APPROVED FIRE-RATED CAULK AS DIRECTED BY LOCAL
JURISDICTIONS.
AB. WHERE STRUCTURAL BEAMS, DUCTWORK, ETC. PENETRATE SOUND OR FIRE
RATED PARTITIONS, GYPSUM WALLBOARD WALL TO BE SCRIBED TO FIT TIGHT,
CAULKED AND FIRE DAMPERED IF REQUIRED.
AC. CONTRACTOR TO ALLOW FOR UNLEVEL FLOOR CONDITIONS, ALL EXISTING
FLOOR AND WALL SUBSTRATES SHALL BE LEVELED AND PATCHED AS REQUIRED TO
RECEIVE NEW CONSTRUCTION AND FINISHES. ADJUST DOORS AND FRAMES AS
REQUIRED.
AD. FIRE EXTINGUISHERS: CONTRACTOR TO ENSURE ALL NEW AND EXISTING FIRE
EXTINGUISHERS ARE INSTALLED ACCORDING TO NFPA 10. COORDINATE WITH
OWNER/LANDLORD ON EXTINGUISHER TYPE AND HOUSING. MAXIMUM TRAVEL
DISTANCE OF 75 FEET FROM ANY POINT TO A VISIBLE EXTINGUISHER.
North
SCOPE OF WORK
THE INTENT OF THIS PROJECT IS TO RENOVATE
EXISTING VACANT SPACE WHICH WAS PREVIOUSLY
APPROVED UNDER PROJECT NUMBER - 440809 TO
BE ASSEMBLY OCCUPANCY. THIS TENANT WILL
HAVE DANCE STUDIO CLASS SPACE - STUDENT
LOUNGE - SMALL OFFICE - WAITING AREA AND
STORAGE ROOM - NO PLUMBING OR MECHANICAL
HVAC WORK WILL BE NECESSARY
201 WEST CARMEL DRIVE
A.PROVIDE EMERGENCY LIGHTING IN TENANT SPACE AS REQUIRED PER
NEMA AND IBC. EMERGENCY BATTERY PACKS OR LIGHTS
CONNECTED TO AN EMERGENCY POWER SOURCE ARE REQUIRED IF
THE SPACE CONTAINS 50 PERSONS OR MORE. FIXTURES SHOWN ON
PLAN ARE FOR REFERENCE ONLY.
B.THE DESIGN/BUILD CONTRACTOR SHALL COMPLY WITH THE INDIANA
BUILDING CODE ANDTHE INDIANA FIRE CODE AND ALL OTHER
APPLICABLE LAWS, CODES, RULES, AND REGULATIONS THAT APPLY
TO DESIGN AND INSTALLATION OF FIRE SPRINKLER/ FIRE SUPPRESSION
SYSTEMS.
C.PROVIDE NEW OR RELOCATE EXISTING FIRE SPRINKLER HEADS AS
REQUIRED. PROVIDE MISSING COVER/ESCUTCHEON PLATES FOR
SPRINKLER HEADS WHERE APPLICABLE. FIELD VERIFY EXISTING
CONDITIONS PRIOR TO THE START OF WORK.
ARCHITECT:
SWANSON OFFICE OF DESIGN + ARCHITECTURE
311 WOODLAND LANE
CARMEL, IN 46032
[P] 317.324.8855
TENANT:
OWNER:
PERFORMER'S EDGE
201 WEST CARMEL DRIVE
CARMEL IN, 46032
BUILDING CODE:
INDIANA BUILDING CODE 2014
(INTERNATIONAL BUILDING CODE 2012 WITH
INDIANA AMENDMENTS)
MECHANICAL CODE:
INDIANA MECHANICAL CODE 2014
(INTERNATIONAL MECHANICAL CODE 2012
WITH INDIANA AMENDMENTS)
ELECTRICAL CODE:
INDIANA ELECTRICAL CODE 2009 (NATIONAL
ELECTRICAL CODE 2008 WITH INDIANA
AMENDMENTS)
PLUMBING CODE:
INDIANA PLUMBING CODE 2012
(INTERNATIONAL PLUMBING CODE 2006)
FIRE CODE:
INDIANA FIRE CODE 2014 (INTERNATIONAL FIRE
CODE 2012 WITH INDIANA AMENDMENTS)
ENERGY CODE:
INDIANA ENERGY CONSERVATION CODE 2010
(ASHRAE 90.1-2007 WITH INDIANA
AMENDMENTS)
FUEL GAS CODE:
INDIANA FUEL GAS CODE 2014
(INTERNATIONAL FUEL GAS CODE 2006 WITH
INDIANA AMENDMENTS)
ACCESSIBILITY CODE:
INDIANA BUILDING CODE 2014, CHAPTER 11
ICC A117.1
ACCESSIBLE USABLE BUILDINGS AND
FACILITIES, 2009 EDITION. INDIANA
ADMINISTRATIVE CODE 675 IAC 13-2.6-13
APPLICABLE BUILDING CODES
THE FOLLOWING CODES AND REGULATIONS ARE
CURRENTLY ADOPTED BY THE STATE OF INDIANA AT THE
TIME THE BUILDING PERMIT IS APPLIED FOR:ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS &
DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, A.D.A., AND REGULATIONS OF ALL
GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF
THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED.
North
AREA TO BE ACCESSED BY TENANT
B.A.S.E.C. TENNIS
8,772 S.F.
FIRE SPRINKLER SYSTEM NOTE:
CONTRACTOR TO COORDINATE REWORK OF EXISTING
SPRINKLER SYSTEM TO ACCOMODATE NEW ROOM
- DESIGN BUILD CONTRACTOR TO SUBMIT DESIGN
OF MODIFICATIONS TO STATE OF INDIANA AND CITY OF
CARMEL AS REQUIRED
COPYRIGHT: SODA, LLC expressly reserves the common law copyright and other property rights in these plans. These plans are not to be
reproduced in any form or manner, nor assigned to any third party, without first obtaining the expressed permission and consent of SODA, LLC.
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C COPYRIGHT SODA, LLC .
date
05.05.24 PERMIT ISSUE
issue
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No.
STATE OF
E
JAMES 201 LLC
1030 S. RANGELINE RD #300
CARMEL IN, 46032
[P] 317.488.87373
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B
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5
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LAB
40' X 24'
MAINT
41' X 42'
LATHE
FAB TABLE
MI
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ELEVATOR
48'-4"37'-2"12'-2"
EXISTING
WOMENS
RESTROOM
EXISTING
MENSRESTROOM
XX
X
COURT 6
32'x57'-6"
COURT 7
32'x57'-6"
COURT 8
32'x57'-6"
61'-0"
COURT 1
32'x61'
COURT 2
32'x61'
COURT 3
32'x61'
COURT 4
32'x61'
COURT 5
32'x61'
DINK COURT
11'x20'
STORAGE
6'
-
0
"
LOCKERS - WITH PLASTIC LAMINATE TOP - 12" WIDE - 48 SHOWN
BEVERAGE
VENDING
SNACK
VENDING
COUNTER W/
FREEZER
BELOW
BEER
CART
SNACK
VENDING
COUNTER W/
REFRIGERATOR
BELOW
32
'
-
0
"
FUTURE
FRIDGE
PRO
DESK
PR
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S
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160 SF
3'-
6
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O
F
2
4
"
ST
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A
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E
7'-
0
"
O
F
2
4
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S
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7'-
6
"
O
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2
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ST
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3'-0" OF 24"
STORAGE
IT
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6"
32
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32
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12
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-
8
"
32
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32
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0
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9'
-
2
3 4"
32'-0"
57
'
-
6
3 4"
6'
-
0
"
6'
-
0
"
8'-6"
8'-6"
6'
-
9
3 8"
6'
-
9
3 8"
32'-0"
4'-8"
6'-0"6'-0"
6'
-
9
1 4"
6'
-
9
1 4"
6'-0"6'-0"
6'
-
9
3 8"
106
102
10
5
109
STUDIO
DANCE
OPEN
102
STORAGE
OPEN
105
OFFICE
OPEN
101
STUDIO
DANCE
OPEN
103
LOUNGE
STUDENT
OPEN
109 STUDIO
DANCE
OPEN
107
DANCE
BABY
OPEN
106
CORRIDOR
OPEN
104
CORRIDOR
OPEN
108
CORRIDOR
OPEN
110
EX
107
101
102
48
'
-
5
7 8"
50
'
-
0
"
100'-0"
21'-6"
24
'
-
1
1
1 2"
18
'
-
1
3 8"
28'-117
8"
24
'
-
2
3 4"
53'-10"
4'-01
2"
4'
-
0
"
6'-0"
71
'
-
2
5 8"
28'-2"
45'-0"
35'-0"
78
'
-
0
"
6'-11
4"7'-73
8"35'-0"
10
4
'
-
9
"
24
'
-
7
5 8"
24'-31
2"
WORKOUT ROOM
WITH EQUIPMENT
AND OPEN FLOOR
AREA FOR
EXERCISES - ALSO
SPACE FOR PARENT
VIEWING
TENNIS COURT FOR
DRILLS
RECOVERY
EQUIPMENT AREA
ENTRY AREA
COMMON
RESTROOM AREA
8'-0" GYP
EXISTING
WOMENS
RESTROOM
EXISTING
MENS
RESTROOM
XX
X
SNACK
VENDING
SNACK
VENDING
FUTURE
FRIDGE
ST
O
R
A
G
E
PR
I
N
T
E
R
ELEC / IT
160 SF
3'
-
6
"
O
F
2
4
"
ST
O
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A
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E
7'
-
0
"
O
F
2
4
"
S
T
O
R
A
G
E
7'
-
6
"
O
F
2
4
"
ST
O
R
A
G
E
3'-0" OF 24"
STORAGE
IT
E
Q
U
I
P
M
E
N
T
/
S
E
C
U
R
I
T
Y
/
E
X
I
S
T
I
N
G
EL
E
C
T
R
I
C
A
L
5'
-
0
"
O
F
2
4
"
ST
O
R
A
G
E
102
10
5
109
STUDIO
DANCE
OPEN
102
STORAGE
OPEN
105
OFFICE
OPEN
101
STUDIO
DANCE
OPEN
103
LOUNGE
STUDENT
OPEN
109 STUDIO
DANCE
OPEN
107
CORRIDOR
OPEN
104
CORRIDOR
OPEN
108
107
101
102
48
'
-
5
7 8"
50
'
-
0
"
18
'
-
1
3 8"
28'-117
8"
24
'
-
2
3 4"
53'-10"
4'-01
2"
4'
-
0
"
6'-0"
71
'
-
2
5 8"
28'-2"
45'-0"
35'-0"
78
'
-
0
"
6'-11
4"7'-73
8"35'-0"
10
4
'
-
9
"
24
'
-
7
5 8"
24'-31
2"
WORKOUT ROOM
WITH EQUIPMENT
AND OPEN FLOOR
AREA FOR
EXERCISES - ALSO
SPACE FOR PARENT
VIEWING
TENNIS COURT FOR
DRILLS
RECOVERY
EQUIPMENT AREA
ENTRY AREA
COMMON
RESTROOM AREA
4'
-
8
"
7'-4" HOISTWAY
PROPOSED
ELEVATOR
15'-0"
35
8"
14
'
-
3
"
4'-5"
37
'
-
1
1
1 8"
8'-8"
14
'
-
1
0
"
21'-3"
17'-23
8"
8'-31
8"3'-0"
1'-6"
CONFERENCE
VARIES ACT
201
OPEN OFFICE 1
8'-0" ACT
202
IT OFFICE
8'-0" ACT
203
MECH
8'-0" ACT
204
WOMEN
8'-0" ACT
205
MEN
8'-0" ACT
206
TRAINING
7'-5" ACT
208
STORAGE
8'-0" ACT
209
MECH
8'-0" ACT
210
MECH
8'-0" ACT
211
4'
-
3
"
5'
-
9
"
HO
I
S
T
W
A
Y
7'-
9
"
8"
8"
358"
35
8"
16'-41
4"
12
'
-
0
1 2"
21'-111
2"
47
'
-
8
1 2"
358"
21'-103
8"
23'-117
8"
47
8"
14'-75
8"
47
8"
OFFICE
7'-5" ACT
212
OFFICE
7'-5" ACT
213
OFFICE
7'-5" ACT
214
OFFICE
7'-5" ACT
215
OFFICE
7'-5" ACT
216
OFFICE
7'-5" ACT
217
CORRIDOR
7'-5" ACT
218
8'-51
2"
6'-6"35
8"
358"
8'
-
4
"
358"
6"6'-6"
26'-11"
1'-
2
1 2"7'
-
2
"
9'-6"
OVERALL BUILDING CODE INFORMATION
SCOPE OF WORK1 REMODEL OF EXISTING SPACE - NEW TENANT - SEE TENANT SPECIFIC INFORMATION
OCCUPANCY CLASSIFICATION2 RECLASSIFIED AS A3, B - BUSINESS - SEE SHEET A002 AND A003 FOR CHAPTER 34 REVIEW INFO AND CDR
3 PERMITTED PER VARIANCE - PROJECT NUMBER 440809CHANGE OF OCCUPANCY CLASS?
7 BUILDING AREAS (SF)
8 9,496 SF REMODELINGTOTAL PROJECT AREA
9 OCCUPANCY CALCULATIONS
B OCCUPANCY
SPACE AREA SF PER
OCCUPANT
OCCUPANT
LOAD
FIRST FLOOR 6,723 SF 100 68
10 EGRESS WIDTHS
12 SPRINKLER SYSTEM (YES/NO)YES - EXISTING TO REMAIN
SECOND FLOOR 1005,237 SF
LIFE SAFETY NOTES
1.PROVIDE EMERGENCY LIGHTING IN TENANT SPACE AS
REQUIRED PER NEMA AND IBC. EMERGENCY BATTERY
PACKS OR LIGHTS CONNECTED TO AN EMERGENCY
POWER SOURCE ARE REQUIRED IF THE SPACE CONTAINS 50
PERSONS OR MORE. FIXTURES SHOWN ON PLAN ARE FOR
REFERENCE ONLY
2.PROVIDE ALARM NOTIFICATION APPLIANCES
(HORN/STROBES) EMERGENCY SPEAKERS, SMOKE
DETECTORS, FORE PULLS, AND ANY OTHER REQUIRED
ALARM AND DETECTION SYSTEMS AS NECESSARY TO MEET
ALL APPLICABLE CODES (INTERNATIONAL BUILDING CODE,
INTERNATIONAL FIRE CODE, NFPA).
3.FIRE PROTECTION WORK IS TO BE PROVIDED BY
DESIGN/BUILD SERVICES UNDER THE GENERAL CONTRACT.
PROVIDE A COMPLETE WORKING SYSTEM. SODA IS NOT
RESPONSIBLE FOR THE DESIGN, INSTALLATION, OR
RENOVATION OF THE FIRE SPRINKLER SYSTEM.
4.THE FIRE PROTECTION CONTRACTOR SHALL GENERATE ALL
REQUIRED DRAWINGS, AND SHALL FILE THOSE DRAWINGS,
AND RELATED DOCUMENTS, WITH THE STATE AND LOCAL
AUTHORITIES HAVING JURISDICTION OVER THE PROJECT.
5.FIRE EXTINGUISHERS: CONTRACTOR TO ENSURE ALL NEW
AND EXISTING FIRE EXTINGUISHERS ARE INSTALLED
ACCORDING TO NFPA 10. COORDINATE WITH
OWNER/LANDLORD ON EXTINGUISHER TYPE AND
HOUSING.MAXIMUM TRAVEL DISTANCE OF 75 FEET FROM
ANY POINT TO VISIBLE EXTINGUISHER.
GENERAL NOTES
APPLICABLE BUILDING CODES
ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE
PROVISIONS OF THE SPECIFICATIONS & DRAWINGS AND SHALL
SATISFY ALL APPLICABLE CODES, ORDINANCES, A.D.A., AND
REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL
PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION
OF THE WORK SHALL BE SECURED AND PAID FOR BY THE
CONTRACTOR INVOLVED.
THE FOLLOWING CODES AND REGULATIONS ARE CURRENTLY
ADOPTED BY THE STATE OF INDIANA AT THE TIME THE BUILDING
PERMIT IS APPLIED FOR:
BUILDING CODE:
INDIANA BUILDING CODE 2014 (INTERNATIONAL BUILDING
CODE 2012 WITH INDIANA AMENDMENTS)
MECHANICAL CODE:
INDIANA MECHANICAL CODE 2014 (INTERNATIONAL
MECHANICAL CODE 2012 WITH INDIANA AMENDMENTS)
ELECTRICAL CODE:
INDIANA ELECTRICAL CODE 2009 (NATIONAL ELECTRICAL
CODE 2008 WITH INDIANA AMENDMENTS)
PLUMBING CODE:
INDIANA PLUMBING CODE 2012 (INTERNATIONAL
PLUMBING CODE 2006)
FIRE CODE:
INDIANA FIRE CODE 2014 (INTERNATIONAL FIRE CODE
2012 WITH INDIANA AMENDMENTS)
ENERGY CODE:
INDIANA ENERGY CONSERVATION CODE 2010 (ASHRAE
90.1-2007 WITH INDIANA AMENDMENTS)
FUEL GAS CODE:
INDIANA FUEL GAS CODE 2014 (INTERNATIONAL FUEL GAS
CODE 2006 WITH INDIANA AMENDMENTS)
ACCESSIBILITY CODE:
INDIANA BUILDING CODE 2014, CHAPTER 11 ICC A117.1
ACCESSIBLE USABLE BUILDINGS AND FACILITIES, 2009
EDITION. INDIANA ADMINISTRATIVE CODE 675 IAC
13-2.6-13
CATEGORY
STRUCTURAL FRAME
EXTERIOR BEARING WALLS
EXTERIOR NON-BEARING WALLS
INTERIOR BEARING WALLS
INTERIOR NON-BEARING WALLS (PARTITIONS)
FLOOR / FLOOR-CEILING ASSEMBLY
ROOFS / ROOF-CEILING ASSEMBLY
EXIT ACCESS CORRIDORS
EXIT STAIR ENCLOSURES
SHAFT ENCLOSURES (ELEVATOR / MECHANICAL)
MIN. FIRE RESISTANCE
0 HOUR - TABLE 601
0 HOUR - TABLE 601 / 602
0 HOUR - TABLE 601 / 602
0 HOUR - TABLE 601
0 HOUR - TABLE 601
0 HOUR - TABLE 601
0 HOUR - TABLE 601
0 HOUR - TABLE 1017.1 (WITH SPRINKLER)
0 HOUR - SECTION 1020.1 (LESS THAN 4 STORIES)
0 HOUR - SECTION 707.4 (LESS THAN 4 STORIES)
EXISTING
BUILDING
B OCC.
FIRST
TOTAL
SECOND
EXISTING EAST
BUILDING
A3 OCC.
6,723
5,237
11,960
38,729
--
38,729
NUMBER OF
REQ. EXITS
2
11 II-B (FULLY SPRINKLERED)CONSTRUCTION TYPE
53 2
SPACE INCHES PER
OCCUPANT
INCHES
REQUIRED
FIRST FLOOR .15 11
SECOND FLOOR .15
INCHES
PROVIDED
144 (EXCEED)
8 72 (EXCEED)
OCCUPANT
LOAD
68
53
FIRE RESISTIVE REQUIREMENTS - TYPE II-B
A3 OCCUPANCY FIRST FLOOR - WEST BUILDING 20,003 SF 401 250
B OCCUPANCY
FIRST FLOOR WEST .15 61 108 (EXCEED)401
A3 OCCUPANCY
FIRST FLOOR .15 5 108 (EXCEED)31S1 OCCUPANCY
4 81,592 SFGROSS BUILDING AREA
5 9,496 SF FIRST FLOORREMODEL AREA (INC. IN GROSS)
6 ALLOWABLE AREA ALLOWABLE AREA CALCULATIONS NOT REQUIRED, NO ADDITIONAL SQUARE
FOOTAGE ADDED - REFER TO VARIANCE - PROJECT NUMBER 440809
EXISTING FIRE EXTINGUISHERS TO
REMAIN WITH NEW EXTINGUISHERS
ADDED TO MEET 2012 IFC
WITH 2014 INDIANA AMENDMENTS
A001
code / egress
EXIT
EXIT
EXIT
EXIT
EX
I
T
EX
I
T
EXIT
EX
I
T
EXIT
EX
I
T
EX
I
T
North
Overall Building Life Safety First Floor Plan
1/32" = 1'-0"
01A
A001
FIRST FLOOR - EAST BUILDING 38,729 SF 50
North
Life Safety - B.A.S.E.C. TENNIS
1/16" = 1'-0"
02
A001
EXIT
FE
LEGEND
EXIT SIGNAGE
FIRE EXTINGUISHER
TRAVEL DISTANCE
FE
S1 OCCUPANCY
THIS AREA IS S-1
THE TENNIS COURT OPERATIONS AREA
SEE 02/A001
775 3
300 31 9,263 SF 1
EXISTING EAST
BUILDING
S1 OCC.
EXISTING WEST
BUILDING
A3 OCC.
20,003 9,263
20,003 9,263
FIRST FLOOR - EAST BUILDING
FIRST FLOOR EAST .15 116 144 (EXCEED)775
EXIT
13 MAXIMUM TRAVEL DISTANCE 250'-0"
TENANT SPACE CALCULATIONS
SPRINKLER SYSTEM (YES/NO)YES - EXISTING TO REMAIN
II-B (FULLY SPRINKLERED)CONSTRUCTION TYPE
TENANT SQUARE FEET 9,496 SF
BUILDING DESCRIPTION
OCCUPANCY / EGRESS
CHAPTER 10 - OCCUPANT LOAD PER TABLE 1004.1.2
A-3 OCCUPANCY
STUDIO(S) 6,311 SF CALCULATED AT 50 SF / PERSON
STUDENT LOUNGE 694 SF CALCULATED AT 15 SF / PERSON
WAITING AREA 581 SF CALCULATED AT 7 SF / PERSON
S1 OCCUPANCY FIRST FLOOR @350 SF WITH 300 sf / PERSON
Gross S.F. = 9,496 SF
127 PERSON(S)
46 PERSON(S)
83 PERSON(S)
+ 2 PERSON(S)
= 258 PERSONS TOTAL
TABLE 1005.1
.20 INCHES PER PERSON FOR STAIRWAYS
.15 INCHES PER PERSON FOR OTHER COMPONENTS
EXIT DOORS - 258 PERSONS x .15; 39" MIN TOTAL REQUIRED = 72" PROVIDED
164'
105'
90'
FE
FE
EXIT
SECONDARY
EGRESS PATH
40 OCCUPANTS
39 OCCUPANTS
28 OCCUPANTS
EXIT DOOR TO HAVE
PANIC EXIT DEVICE
HARDWARE -
PROVIDE EXIT LIGHT
WITH EMERGENCY
LIGHTING AT
INTERIOR AND
EXTERIOR
PROVIDE
DIRECTIONAL
EXIT SIGN
EXISTING HS
EXISTING HSEXISTING HS
EXISTING HS
EXISTING HS
EXISTING HS
NEW HS
NEW HS
TWO HEADED EMERGENCY LIGHT W/ BATTERY
FIRE HORN STROBE DEVICE
PROVIDE
DIRECTIONAL
EXIT SIGN
COPYRIGHT: SODA, LLC expressly reserves the common law copyright and other property rights in these plans. These plans are not to be
reproduced in any form or manner, nor assigned to any third party, without first obtaining the expressed permission and consent of SODA, LLC.
B.
A
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date
05.05.24 PERMIT ISSUE
issue
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AWSJSAMOHT
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AR11800182
T ERED
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No.
STATE OF
E
North
Overall Building Life Safety
Second Floor Plan
1/32" = 1'-0"
01B
A001
EXISTING
WOMENS
RESTROOM
EXISTING
MENS
RESTROOM
XX
X
SNACK
VENDING
SNACK
VENDING
FUTURE
FRIDGE
ELEC / IT
160 SF
7'
-
0
"
O
F
2
4
"
S
T
O
R
A
G
E
3'-0" OF 24"
STORAGE
IT
E
Q
U
I
P
M
E
N
T
/
S
E
C
U
R
I
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Y
/
E
X
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G
EL
E
C
T
R
I
C
A
L
5'
-
0
"
O
F
2
4
"
ST
O
R
A
G
E
101
48
'
-
5
7 8"
50
'
-
0
"
18
'
-
1
3 8"
28'-117
8"
24
'
-
2
3 4"
53'-10"
4'-01
2"
4'
-
0
"
6'-0"
71
'
-
2
5 8"
28'-2"
45'-0"
35'-0"
78
'
-
0
"
6'-11
4"7'-73
8"35'-0"
10
4
'
-
9
"
24
'
-
7
5 8"
24'-31
2"
WORKOUT ROOM
WITH EQUIPMENT
AND OPEN FLOOR
AREA FOR
EXERCISES - ALSO
SPACE FOR PARENT
VIEWING
TENNIS COURT FOR
DRILLS
RECOVERY
EQUIPMENT AREA
ENTRY AREA
COMMON
RESTROOM AREA
A200
floor plan
North
B.A.S.E.C. Tennis - Floor Plan
1/8" = 1'-0"
01
A200
3
W1
W1
W1
W1
W1
W1
16
'
16
'
16'
16'
16
'
16
'
D
88
4 4
W1
16'
16
'
W1
COPYRIGHT: SODA, LLC expressly reserves the common law copyright and other property rights in these plans. These plans are not to be
reproduced in any form or manner, nor assigned to any third party, without first obtaining the expressed permission and consent of SODA, LLC.
B.
A
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C COPYRIGHT SODA, LLC .
date
05.05.24 PERMIT ISSUE
issue
Ca
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AWSJSAMOHT
CRA TCTI
AR11800182
T ERED
SIGER
A N AIDNI
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No.
STATE OF
E
GENERAL NOTES
A. ALL DIMENSIONS ARE FROM CENTERLINE OF COLUMN GRID OR FACE
OF STUD. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE
ARE TO BE VERIFIED WITH ARCHITECT. DO NOT SCALE DRAWINGS.
B. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION.
C. PROVIDE WOOD BLOCKING SUPPORT AS REQUIRED.
D. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
E. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL
APPLICABLE CODES, LAWS AND ORDINANCES.
F. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF
SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT EXISTING
SERVICE DURING CONSTRUCTION.
G. NOT USED.
H. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E.
STOREFRONT AND GYPSUM BOARD).
I.EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS
REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE
REQUIRED.
J. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO
MANUFACTURER'S LIMITING HEIGHT L/ OVER 240.
K. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY.
L. ALL METAL STUD WALLS WHICH EXTEND TO DECK SHALL BE
CONSTRUCTED WITH A CONTINUOUS SLIP TRACK AT TOP OF WALL.
TRACK SHALL BE SIZED TO ALLOW FOR MINIMUM DECK DEFLECTION OF
1/2".
M. PROVIDE SURFACE MOUNTED FIRE EXTINGUISHERS AS REQUIRED BY
LOCAL CODE.
WALL TYPES
FLOOR PLAN KEYED NOTES
FIRE EXTINGUISHER LOCATION
VIEWING WINDOW - REFER TO A400
EXISTING EGRESS DOOR WITH PANIC EXIT HARDWARE AND ALARM
AREA OUSIDE PROJECT SCOPE OF WORK
EXISTING BUILDING POWER WITH FENCE ENCLOSURE BY OWNER
EXISTING SKYLIGHT LOCATIONS SHOWN DASHED
RECEPTION COUNTER TO BE ADA COMPLAINT IN HEIGHT AND FRONT
ACCESSIBILITY - REFER TO DETAIL 04/A400
EXISTING RESTROOM ACCESSIBLE TO DANCE STUDIO
EXISTING WALL CONSTRUCTION TO REMAIN
NEW WALL CONSTRUCTION TO DECK TO ALIGN WITH EXISTING WALL
FINISHES THIS AREA:
LVT FLOORING SELECTED BY OWNER
VINYL BASE TO COORDINATE WITH FLOOR FINISH
PAINTED WALLS
CEILING OPEN
FINISHES THIS AREA:
SPORTS FLOOR AS DETERMINED BY OWNER
VINYL BASE TO COORDINATE WITH FLOOR FINISH
PAINTED WALLS
CEILING OPEN
1
2
3
4
5
6
W
3 5/8" METAL STUD FRAMING WITH 5/8" GYPSUM
WALLBOARD EACH SIDE W/ MINERAL WOOL
SOUND INSULATION IN EACH CAVITY.
ALTERNATE TO USE FIRE RETARDENT
TREATED WOOD FRAMING
6" METAL STUD FRAMING WITH 5/8" GYPSUM
WALLBOARD EACH SIDE W/ MINERAL WOOL
INSULATION IN EACH CAVITY. ALTERNATE TO
USE FIRE RETARDENT TREATED WOOD
FRAMING
* ALL WALL TYPES SHALL BE W1 UNLESS NOTED OTHERWISE.
* WALL THICKNESS INDICATED IS ANTICIPATED -
METAL STUD FRAMING SIZE, GAUGE, AND
SPACING TO BE DESIGNED BY FRAMING
CONTRACTOR TO MEET 5 PSF AT L/ OVER 240 -
PROVIDE CLIPS BRIDGING AND ATTACHMENT
DETAILS AS REQUIRED - SUBMIT ENGINEERED
SHOP DRAWINGS
W1
W2
4
7
/
8
"
7
1
/
4
"
WALL HEIGHTS
A. ALL WALLS EXTEND TO DECK IF NOT NOTED OTHERWISE:
WHERE WALLS ARE FRAMED TO DECK OR STRUCTURE
ABOVE PROVIDE SLIP TRACK CONDITION FOR MOVEMENT OF
ROOF.
WALLS TO 16' ABOVE FINISHED FLOOR16'
WALLS TO DECK ABOVED
7
8
*
9
10
11
12