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12401 OLD MERIDIAN BUILDING
12401-15 OLD MERIDIAN
CARMEL, INDIANA
:1
F � ARCHITECTURAL SITE PLAN
GENERAL REQUIREMENTS
ALL WORK 15 TO BE DONE IN ACCORDANCE WITH ALL
GOVENIERNG CODES AND REGULATING AGENCIES.
THIS PROJECT 15 DESIGNED AND DOCUMENTED PER THE ARCHITECT'S
INTERPRETATION OF THE CODE REQUIREMENTS. VARIOUS GOVERNING
AGENCIES 50METIMES INTERPRET THE CODES, LAWS AND ORDINANCES
DIFFERENTLY. THESE AGENCIES HAVE JURISDICTION TO REQUIRE
CHANGES M DE51GN AND CONSTRUCTION INCLUDING THOSE
AGENCIES INVOLVED WITH THE 'AMERICAN'S WITH D15A5ILITIE5 ACT'
GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL
SCRUTINIZE ALL DRAWING SHEETS TO DETERMINE THE FULL
EXTENT OF THE RESPONSIBILITIES FOR EACH TRADE.
GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL
BECOME FAMILIAR WITH THE PROJECT AND BRING ANY
DISCREPANCIES BETWEEN DRAWINGS AND FIELD
CONDITION TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
CONTACT RESPECTIVE UTILITY COMPANIES FOR EXACT
LOCATION OF APPLICABLE UTILITIES AND TAKE NECESSARY
PRECAUTICINS TO PROTECT UTILITIES BELOW GROUND AND
ABOVE GROUND AND TO NOT INTERUPT SERVICE TO TENANT,
THE CONTRACTOR SHALL MAKE ADVANCE ARRANGMENTS
WITH THE PROPERTY OIU+ER/LANDLORD FOR ANY WORK
WHICH WILL AFFECT THE OPERATIONS OF NEARBY TENANTS,
THE CONTRACTOR SHALL MAKE ADVANCE ARRANGMENT5
WITH TFC PROPERTY OWNER/LANDLORD FOR ANY WORK
NOT OL404 s NORMAL BUSIN£S6 HOURS AND SHALL BE
RESPONSIBLE FOR SECURING THE PREMISES AT ALL TIMES.
ALL DIMENSIONS ARE NOMINAL UNLESS OTHERWISE NOTED
AND SHALL BE FROM FACE OF STUD TO FACE OF STUD
OR FACE OF MASONRY TO FACE OF MASONRY
FOR NEW CONSTRUCTION AND FACE OF FINISH FOR
EXISTING CONSTRUCTION. DO NOT SCALE DRAWINGS,
CONTACT ARCHITECT FOR DISPUTED DIMENSIONS.
ALL INTERIOR PARTITIONS SHALL HAVE A STC OF 48
UNLESS OTHERWISE INDICATED . PROVIDE ACOUSTIC
BATT INSULATION AND SOUND SEALANT AT ALL INTERIOR
GYP. BD. PARTITIONS UNLESS OTWERW15E INDICATED.
ALL MATERIALS STORED WITHIN THE BUILDING: SHALL BE
NEATLY STACKED AND SHALL NOT INTERFERE WITH
OPERATION OF THE FACILITY OR NEARBY TENANTS.
DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES
FOR A PERIOD LONGER THAN NECESSARY FOR EXECUTION
REMOVE AND LEGALLY DISPOSE OFF-SITE ALL
DEBRIS RESULTING FROM THE DEMOLITION AND EXECUTION
OF THE WORK
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
05TAINNG ALL PERMITS.
THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN
TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE
BUILDING, TWE MAJOR ARCHITECTURAL ELEMENTS, AND THE TYPE OF
STRUCTURAL SYSTEM. THE DRAWINGS DO NOT NECESSARILY INDICATE
OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMAICE AND
COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. THE TRADE
CONTRACTORS SHALL PREFORM SUCH SERVICES, AND FURNISH ALL
TEMS REQUIRED FOR THE PROPER EXECUTION OF THE PROJECT.
ALL OR PART OF THESE DOCUI'VNTS WERE GENERATED BY ELECTRONIC
MEANS. THE ARCHITECT 15 RELYING ON THE ACCURACY OF THE
SOFTWARE EMPLOYED. THE ARCHITECT'S LIABILITY 15 THEREFORE
LIMITED TO THE EXTENT CUSTOMARY IN THE INDUSTRY.
THE ERROR AND OMISSIONS DESIGN LIABILITY IS LIMITED TO THE
COST OF CORRECTING THE DEFICIENCY.
THE GENERAL CONDITIONS FOR THIS PROJECT ARE THE GENERAL
CONDITIONS OF THE CONTRACT FOR CONSTUCTION, AIA DOCUMENT
A201, CURRENT EDITION, A COPY OF WHICH IS ON FILE AND
MAY BE EXAMINED N THE OFFICE OF THE ARCHITECT.
PROJECT LOCATION
LOCATION
CALL, 9NDIANA
NORTH
NT5
DRAWING INDEX
_ * AR19500143 * _=
T100 TITLE SHEET / CODE INFO.
fill
ARCHITECTURAL SITE PLAN P E T E R S 0 N
3 43HITECTURE
O C
ARCHITECTURAL DRAWINGS a�N � � �� , }v° �10 8
b31 7 7 7 0 8 7 1
!�. 3 1 7 7 7 0 fl 7 1 9
CO3, gai34 e _o NN aiadio�peleraoaarchitectare.eoe
A101 ARCHITECTURAL FLOOR PLAN No
SCHEDULES
ME101 MECH, ELECT, AND PLUMBING PLAN
CITY OF CARMEL - CLAY TOWNSHIP Dept. of Community Services
Building & Code Enforcement
One Civic Square - First Floor
Carmel, IN 46032
Plan Authentication Certification and Agreement
As the authorized agent responsible for obtaining a permit or permits', I certify that these plans
are identical to those released for construction by the Indiana Dept. of Fire A Building Services. I
also understand that if it is determined that these plans are not identical, a STOP WORK ORDER
will b ru
!ed, as req ed under the Ordinances referenced below.
A HORIZED SIGNATURE DATE
'Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 and 29.4.3
entitled `Administration". Required by Carmel Clay Township
Penalties". Zoning Ordinance, Section 31.1 entitled "Violations and
s:permits/forms/authentication Aug 2001
CODE REQUIREMENTS
THE INTENT OF THE CRITERIA INCLUDED HEREIN 15 TO PROVIDE THE DESK,N BUILD CONTRACTOR, WHO SHALL BE THE
'ENGINEER OF RECORD', A GUIDE IN PREPARING CONSTRCTION DOCUMENTS FOR THE PROPOSED BUILDING. WHEREAS A
CERTAIN NUMBER OF CALCULATIONS HAVE BEEN DONE - IN ORDER TO ASCERTAN COMPONENT SIZES TO ASSURE PROPER
INTERFACE BETWEEN MECHANICAL/ELECTRICAL SY67." COMPONENTS AND ARCHITECTURAL BUILDING FEATURES
(EG. ROOF TO UNITS) - THE DESIGN BUILD CONTRACTOR Mt. STILL HAVE COMPLETE RESPONSIBILITY FOR ALL FINAL
CALCULATIONS, EQUIPMENT SELECTION, AND DISTRIBUTION OF MECHANICAL DUCTS, PIPING, CIRCUITS AND OTHER REQUIRED
SYSTEM COMPONENTS AS DESCRIBED HEREIN AND ON THE DRAWINGS.
THE COMPLETED DESIGN SHALL INCLUDE FUNCTIONAL., FULLY COMMISSIONED SYSTEMS NORMALLY REQUIRED FOR A FACILITY OF
THIS NATURE, WHETHER SPECIFICALLY CALLED FOR IN THESE GUIDE DOCUMENTS OR NOT (EXAMPLES: PIPE AND DUCT
IDENTIFICATION, SHOT FEEDERS FOR HW SYSTEM, VALVE TAGS, WATER HAMMER ARRESTORS, ETC-)
DESIGN BUILD CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES IN COMPLETING THE DESIGN. IN THAT SIZES OF
EQUIPMENT ACTUALLY PURCHASED WILL LIKELY BE DIFFERENT FROM EQUIPMENT SHOWN ON THESE DOCUMENTS, SOME
MODIFICATIONS TO THE ARCHITECTURAL/5TRUCTURAL SYSTEMS WILL HAVE TO BE MADE AND APPROVED BY THE ARCHITECT
ALL MECHANICAL/ELECTRICAL SYSTEMS SHALL COMPLY WITH ALL APPLICABLE LOCAL, COUNTY, STATE, AND NATIONAL CODES,
SPECIFICATIONS, ORDINANCES, UTILITY COMPANY REGULATIONS, OWNER'S INSURANCE UNDERWRITER AND SPECIFIED INDUSTRY
STANDARDS.
SEE 'CODES' SECTION ELSEWHERE IN THIS DOCUMENT.
ALL DUCT AND PIPE PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE PROPERLY SEALED. WHERE PENETRATIONS ARE
THROUGH FIRE RATED ELEMENTS, PROVIDE FIRE DAMPERS AND FIRE STOPPING MATERIALS AS APPROPRIATE.
CODE REQUIREMENTS
ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS
OF THE SPECIFICATIONS a DRAWINGS AND SHALL SATISFY ALL
APPLICABLE CODES, ORDINANCES, ADA, AND REGULATIONS OF ALL
GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT
WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE
TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE
GOVERNING: BODY AND TENANT'S PRIOR APPROVAL OF ANY ADDITIONAL
C05T TO BE INCURRED. ALL PERMITS AND LICENSES NECE56ARY FOR
FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID
FOR BY THE CONTRACTOR INVOLVED.
APPLICABLE CODES INCL6DE, BUT ARE NOT LIMITED TO THE FOLLOWING:
BUILDING CODE: P41 UBC W/INDIANA AMENDMENTS
PLUMBING CODE: 1991 UPC VINDIANA AMENDMENTS
MECHANICAL CODE: 1991 Ulric WANDIANA AMENDMENTS
ELECTRICAL CODE: 1998 NEC W/MDIANA AMENDMENTS
CONSTRUCTION TYPE: v -N UNSPRINKLERED
OCCUPANCY TYPE: B
TOTAL OVERALL SQUARE FOOTAGE • 2,086 So FT
._,... .... .
1111111
SUBMITTAL TYPE
DATE
REMSIONS
Q o VISION
TE
QREVISION
D
ADATE REVISION
QR N
DATE
ADATE
PLOT DATE: NA
DRAWN BY: MCZ
CHECKED BY D PETERSON
PROJECT NUMBER: PROJ-MI'MR
TITLE 5PEET
L A001
THESE DRAWING$ ARE GIVEN IN CONFIDENCE
AND SHALL 5E USED ONLY IN PURSUANT TO THE
AGREEMENT WITH
PETERSON ARCHNTECTURE, P.C.
NO OTHER USE OR DUPLICATION MAY BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
PETERWN ARCHITECTURE, PL.
ALL OTHER COPYR*PT AND COMMA LAW
RIGHTS ARE HEREBY SPECIFICALLY RESERVED.
;
;
i
:1
F � ARCHITECTURAL SITE PLAN
GENERAL REQUIREMENTS
ALL WORK 15 TO BE DONE IN ACCORDANCE WITH ALL
GOVENIERNG CODES AND REGULATING AGENCIES.
THIS PROJECT 15 DESIGNED AND DOCUMENTED PER THE ARCHITECT'S
INTERPRETATION OF THE CODE REQUIREMENTS. VARIOUS GOVERNING
AGENCIES 50METIMES INTERPRET THE CODES, LAWS AND ORDINANCES
DIFFERENTLY. THESE AGENCIES HAVE JURISDICTION TO REQUIRE
CHANGES M DE51GN AND CONSTRUCTION INCLUDING THOSE
AGENCIES INVOLVED WITH THE 'AMERICAN'S WITH D15A5ILITIE5 ACT'
GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL
SCRUTINIZE ALL DRAWING SHEETS TO DETERMINE THE FULL
EXTENT OF THE RESPONSIBILITIES FOR EACH TRADE.
GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL
BECOME FAMILIAR WITH THE PROJECT AND BRING ANY
DISCREPANCIES BETWEEN DRAWINGS AND FIELD
CONDITION TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
CONTACT RESPECTIVE UTILITY COMPANIES FOR EXACT
LOCATION OF APPLICABLE UTILITIES AND TAKE NECESSARY
PRECAUTICINS TO PROTECT UTILITIES BELOW GROUND AND
ABOVE GROUND AND TO NOT INTERUPT SERVICE TO TENANT,
THE CONTRACTOR SHALL MAKE ADVANCE ARRANGMENTS
WITH THE PROPERTY OIU+ER/LANDLORD FOR ANY WORK
WHICH WILL AFFECT THE OPERATIONS OF NEARBY TENANTS,
THE CONTRACTOR SHALL MAKE ADVANCE ARRANGMENT5
WITH TFC PROPERTY OWNER/LANDLORD FOR ANY WORK
NOT OL404 s NORMAL BUSIN£S6 HOURS AND SHALL BE
RESPONSIBLE FOR SECURING THE PREMISES AT ALL TIMES.
ALL DIMENSIONS ARE NOMINAL UNLESS OTHERWISE NOTED
AND SHALL BE FROM FACE OF STUD TO FACE OF STUD
OR FACE OF MASONRY TO FACE OF MASONRY
FOR NEW CONSTRUCTION AND FACE OF FINISH FOR
EXISTING CONSTRUCTION. DO NOT SCALE DRAWINGS,
CONTACT ARCHITECT FOR DISPUTED DIMENSIONS.
ALL INTERIOR PARTITIONS SHALL HAVE A STC OF 48
UNLESS OTHERWISE INDICATED . PROVIDE ACOUSTIC
BATT INSULATION AND SOUND SEALANT AT ALL INTERIOR
GYP. BD. PARTITIONS UNLESS OTWERW15E INDICATED.
ALL MATERIALS STORED WITHIN THE BUILDING: SHALL BE
NEATLY STACKED AND SHALL NOT INTERFERE WITH
OPERATION OF THE FACILITY OR NEARBY TENANTS.
DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES
FOR A PERIOD LONGER THAN NECESSARY FOR EXECUTION
REMOVE AND LEGALLY DISPOSE OFF-SITE ALL
DEBRIS RESULTING FROM THE DEMOLITION AND EXECUTION
OF THE WORK
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
05TAINNG ALL PERMITS.
THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN
TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE
BUILDING, TWE MAJOR ARCHITECTURAL ELEMENTS, AND THE TYPE OF
STRUCTURAL SYSTEM. THE DRAWINGS DO NOT NECESSARILY INDICATE
OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMAICE AND
COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. THE TRADE
CONTRACTORS SHALL PREFORM SUCH SERVICES, AND FURNISH ALL
TEMS REQUIRED FOR THE PROPER EXECUTION OF THE PROJECT.
ALL OR PART OF THESE DOCUI'VNTS WERE GENERATED BY ELECTRONIC
MEANS. THE ARCHITECT 15 RELYING ON THE ACCURACY OF THE
SOFTWARE EMPLOYED. THE ARCHITECT'S LIABILITY 15 THEREFORE
LIMITED TO THE EXTENT CUSTOMARY IN THE INDUSTRY.
THE ERROR AND OMISSIONS DESIGN LIABILITY IS LIMITED TO THE
COST OF CORRECTING THE DEFICIENCY.
THE GENERAL CONDITIONS FOR THIS PROJECT ARE THE GENERAL
CONDITIONS OF THE CONTRACT FOR CONSTUCTION, AIA DOCUMENT
A201, CURRENT EDITION, A COPY OF WHICH IS ON FILE AND
MAY BE EXAMINED N THE OFFICE OF THE ARCHITECT.
PROJECT LOCATION
LOCATION
CALL, 9NDIANA
NORTH
NT5
DRAWING INDEX
_ * AR19500143 * _=
T100 TITLE SHEET / CODE INFO.
fill
ARCHITECTURAL SITE PLAN P E T E R S 0 N
3 43HITECTURE
O C
ARCHITECTURAL DRAWINGS a�N � � �� , }v° �10 8
b31 7 7 7 0 8 7 1
!�. 3 1 7 7 7 0 fl 7 1 9
CO3, gai34 e _o NN aiadio�peleraoaarchitectare.eoe
A101 ARCHITECTURAL FLOOR PLAN No
SCHEDULES
ME101 MECH, ELECT, AND PLUMBING PLAN
CITY OF CARMEL - CLAY TOWNSHIP Dept. of Community Services
Building & Code Enforcement
One Civic Square - First Floor
Carmel, IN 46032
Plan Authentication Certification and Agreement
As the authorized agent responsible for obtaining a permit or permits', I certify that these plans
are identical to those released for construction by the Indiana Dept. of Fire A Building Services. I
also understand that if it is determined that these plans are not identical, a STOP WORK ORDER
will b ru
!ed, as req ed under the Ordinances referenced below.
A HORIZED SIGNATURE DATE
'Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 and 29.4.3
entitled `Administration". Required by Carmel Clay Township
Penalties". Zoning Ordinance, Section 31.1 entitled "Violations and
s:permits/forms/authentication Aug 2001
CODE REQUIREMENTS
THE INTENT OF THE CRITERIA INCLUDED HEREIN 15 TO PROVIDE THE DESK,N BUILD CONTRACTOR, WHO SHALL BE THE
'ENGINEER OF RECORD', A GUIDE IN PREPARING CONSTRCTION DOCUMENTS FOR THE PROPOSED BUILDING. WHEREAS A
CERTAIN NUMBER OF CALCULATIONS HAVE BEEN DONE - IN ORDER TO ASCERTAN COMPONENT SIZES TO ASSURE PROPER
INTERFACE BETWEEN MECHANICAL/ELECTRICAL SY67." COMPONENTS AND ARCHITECTURAL BUILDING FEATURES
(EG. ROOF TO UNITS) - THE DESIGN BUILD CONTRACTOR Mt. STILL HAVE COMPLETE RESPONSIBILITY FOR ALL FINAL
CALCULATIONS, EQUIPMENT SELECTION, AND DISTRIBUTION OF MECHANICAL DUCTS, PIPING, CIRCUITS AND OTHER REQUIRED
SYSTEM COMPONENTS AS DESCRIBED HEREIN AND ON THE DRAWINGS.
THE COMPLETED DESIGN SHALL INCLUDE FUNCTIONAL., FULLY COMMISSIONED SYSTEMS NORMALLY REQUIRED FOR A FACILITY OF
THIS NATURE, WHETHER SPECIFICALLY CALLED FOR IN THESE GUIDE DOCUMENTS OR NOT (EXAMPLES: PIPE AND DUCT
IDENTIFICATION, SHOT FEEDERS FOR HW SYSTEM, VALVE TAGS, WATER HAMMER ARRESTORS, ETC-)
DESIGN BUILD CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES IN COMPLETING THE DESIGN. IN THAT SIZES OF
EQUIPMENT ACTUALLY PURCHASED WILL LIKELY BE DIFFERENT FROM EQUIPMENT SHOWN ON THESE DOCUMENTS, SOME
MODIFICATIONS TO THE ARCHITECTURAL/5TRUCTURAL SYSTEMS WILL HAVE TO BE MADE AND APPROVED BY THE ARCHITECT
ALL MECHANICAL/ELECTRICAL SYSTEMS SHALL COMPLY WITH ALL APPLICABLE LOCAL, COUNTY, STATE, AND NATIONAL CODES,
SPECIFICATIONS, ORDINANCES, UTILITY COMPANY REGULATIONS, OWNER'S INSURANCE UNDERWRITER AND SPECIFIED INDUSTRY
STANDARDS.
SEE 'CODES' SECTION ELSEWHERE IN THIS DOCUMENT.
ALL DUCT AND PIPE PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE PROPERLY SEALED. WHERE PENETRATIONS ARE
THROUGH FIRE RATED ELEMENTS, PROVIDE FIRE DAMPERS AND FIRE STOPPING MATERIALS AS APPROPRIATE.
CODE REQUIREMENTS
ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS
OF THE SPECIFICATIONS a DRAWINGS AND SHALL SATISFY ALL
APPLICABLE CODES, ORDINANCES, ADA, AND REGULATIONS OF ALL
GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT
WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE
TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE
GOVERNING: BODY AND TENANT'S PRIOR APPROVAL OF ANY ADDITIONAL
C05T TO BE INCURRED. ALL PERMITS AND LICENSES NECE56ARY FOR
FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID
FOR BY THE CONTRACTOR INVOLVED.
APPLICABLE CODES INCL6DE, BUT ARE NOT LIMITED TO THE FOLLOWING:
BUILDING CODE: P41 UBC W/INDIANA AMENDMENTS
PLUMBING CODE: 1991 UPC VINDIANA AMENDMENTS
MECHANICAL CODE: 1991 Ulric WANDIANA AMENDMENTS
ELECTRICAL CODE: 1998 NEC W/MDIANA AMENDMENTS
CONSTRUCTION TYPE: v -N UNSPRINKLERED
OCCUPANCY TYPE: B
TOTAL OVERALL SQUARE FOOTAGE • 2,086 So FT
._,... .... .
1111111
SUBMITTAL TYPE
DATE
REMSIONS
Q o VISION
TE
QREVISION
D
ADATE REVISION
QR N
DATE
ADATE
PLOT DATE: NA
DRAWN BY: MCZ
CHECKED BY D PETERSON
PROJECT NUMBER: PROJ-MI'MR
TITLE 5PEET
L A001
THESE DRAWING$ ARE GIVEN IN CONFIDENCE
AND SHALL 5E USED ONLY IN PURSUANT TO THE
AGREEMENT WITH
PETERSON ARCHNTECTURE, P.C.
NO OTHER USE OR DUPLICATION MAY BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
PETERWN ARCHITECTURE, PL.
ALL OTHER COPYR*PT AND COMMA LAW
RIGHTS ARE HEREBY SPECIFICALLY RESERVED.
t!
14'-2' 12'-4'
FLOOR PLAN
5GALE: 1/4" = 1'-0"
ABBREVIATIONS
AG
ACOUSTICAL LAY -IN CEILING TILE
HARDWARE
SCHEDULE
HARDWARE SET A
1 1/2 PAIR BUTT HIKaES
CLOSER
PUSH / PULL
CYLINDER LOCK
THRESHOLD/DOOR SWEEPS
WEATHER STRIPPMG
HARDWARE SET
1 1/2 PAIR BUTT WWsE5
OFFICE LOCCWT
5
HARDWARE SET C HARDUJARE SET D
11/2 PAIR BUTT HINGES 11/2 PAIR BUTT HINGES
PASSAGE LOCKSET PRIVACY LOCKSET
CS
CCNCREI SEALER
DOOR AND
FRAME SCHEDULE
GB
DOOR
NSUL
WLATE
FRAME
MANUFACTURER'S STANDARD FINISH
MTL
METAL
NO.
SIZE
TYPE
MATT_ GLASS
STL
TYPE
i MAT'L
14ARDWARE
SET NO.
REMARKS
101
EXISTING DOOR TO REMAIN
WOOD
--
--
...
6' VINYL BASE
F1
MTL
A
--
102
PAIR 3'-0' x l' -O' x 13/4'
B
WOOD
-.-
FI
MTL
C
__
103
3'-0' x 1'-O' x 13/4'
B
WOOD i ...
FI
MTL
D
-.
104
3'-m' x 1'-0' x 13/4'
B
WOOD ---
FI
Fl
MTL
MTL
D
D
--
--
Imb
3'-0' x ?'-0' x 13/4'
B
WOOD ---
106
3'-0' x 1'-0' x 13/4'
B
WOOD ---
FI
MTL
D
--
Im'T
3'-m' x I'-& x 13/4'
B
WOOD ' ---
FI
MTL
D
--
Im6
3'-m' x I'-& x 13/4'
B
WOOD ---
F1
MTL
G
--
109
3'-0' x I'-& x 13/4'
3'-0' x T-0' x 13/4'
B
B
WOOD ---
WOOD ---
FI
F1
MTL
MTL
G
C
--
--
110
IIl
EXISTING DOOR TO REMAIN
--
-- ---
FI
I
MTL
A
--
ABBREVIATIONS
AG
ACOUSTICAL LAY -IN CEILING TILE
ALUM
ALUMur
CO
CONCRETE FLOOR
CPT
CARPET
CS
CCNCREI SEALER
GALV
GALVANIZED
GB
GYP`3U l BOARD 5/8' FIRE RATED TYPE 'X'
NSUL
WLATE
MFR
MANUFACTURER'S STANDARD FINISH
MTL
METAL
PT
PAINT
SCWD
SOLID CORE WOOD DOOR
STL
STEEL
VCT
VINYL COMPOSITION TILE
VWC
VINYL WALL COVERING
WD
WOOD
4V5
4' VINYL BASE
6V5
6' VINYL BASE
WALL NOTES
EXISTING DEMISING WALL TO REMAN. PATCH, PRIME 4 PAINT
AS NECESSARY,
3 5/8' METAL STUDS • 16' O.C. W/ TYPE 'X' GYPSUM 130ARD ON
50TH SIDES. WALL TO BE CLIPPED JUST BELOW CEILING.
EXISTING TO REMAIN, PATCH, PRIME, 4 PANT AS NECESSARY.
METAL STUD PLUMBING WALL NSIDE EXISTING
DEMISNG WALL
DOUBLE 3 5/8' METAL STUDS • 16' OL.
WITH RECESSED 4'-0 X 4'-0' ART NICHE
zest
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STS F �.
No.
* AR19500143 * _
P E T E R S 0 N
ARCHITECTURE
984 Logan Street Suite 10 Nobksville, IN 46090 USA
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SUBMITTAL TYPE
DATE
REVISIONS
AlDAT N
PEA1/IMN
Q DATE
TER
ADATE
AQ DAR ATIESION
PLOT DATE: NA
DRAWN BY: ICZ
CHECKED BY: D PETERSON
PROJECT NUMBER: PROJ-NUMBER
FLOOR PLAN
A101
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL SE WED ONLY h PURSUANT TO THE
AGREEMENT WITH
PETERSON AFC44ITECTURE, PL.
NO OTHER U5E OR DUPLICATION "A" BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
PETERSON ARCWMCTURE, PSG.
ALL OTHER COPYRIGHT AND COPT ON LAW
RIGHTS ARE �IEREBY SPECIFICALLY RE5ERVEG.
r
yop
P
LIGHT FIXTURE NOTES
01. WALL PACK FIXTURES ARE TO BE HIGH PRESSURE
SODILJM CONNECTED TO A PHOTO CELL.
02. TENANT SIGNS ARE TO BE CONNECTED TO A TIME
CLOCK / PHOTO CELL COMBINATION.
NOTE: SEE CIVIL ENG. SITE UTILITY
PLANS FOR EXACT START/END
LOCATIONS OF ALL SITE UTILITIES
ELECTRICAL NOTES
I. ENTIRE INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH
APPLICABLE CODES AND ORDINANCES.
2. VERIFY LOCAL CONDITIONS AT SITE.
3. CONTACT UTILITY COMPANY TO ARRANGE FOR SERVICE.
TRANSFORMERS, PRIMARY CONDUIT AND CABLE THAT WILL
BE FURNISHED AND INSTALLED BY UTILITY COMPANY.
4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL
SECONDARY CONDUITS FROM TRANSFORMERS TO METERS.
5. ALL LIGHT FIXTURES AND LAMPS WILL BE FURNISHED AND
INSTALLED BY ELECTRICAL CONTRACTOR
b. ALL UNDE%ROUND CONDUIT SHALL BE 5CHED, 40 PVC,
INSTALLED PER LOCAL CODES AND NEC.
I. ALL CONDUIT ABOVE SLAB SHALL BE EMT THIN WALL.
8. ALL CONDUIT SHALL BE CONCEALED M FINISHED AREAS.
5. ALL CONDUIT INSTALLED ABOVE CEILINGS SHALL BE SUPPORTED
FROM ROOF STRUCTURE.
10. ALL LIGHT POLE BASES WILL BE BY OTHERS. ELECTRICAL
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ANCHOR
BOLTS, INCOMING CONDUITS AND GROINDNG CONNECTION AT BASE.
11. ALL SPLICES NO. 8 AND LAR!sER CONDUCTORS SHALL BE
MADE WITH SPLIT BOLT TYPE CONNECTORS.
12. ALL UNDERGROUND CONDUITS, PROVIDE VINYL WARNING
TAPE AT i8' ABOVE CONDUIT.
13. ALL BACK FILL MATERIAL SHALL BE CLEAN AND FREE OF
STONE OR CONCRETE CONTAMINATION AND SHALL BE
COMPACTED TO 55%.
14. PROVIDE TYPEWRITTEN PANEL BOARD
DIRECTORIES.
MECHANICAL NOTES
RECTANGULAR DUCTWORK SUPPLY AND RETURN, SHALL BE
SHEET METAL, AND SHALL BE LINED WITH I' DUCT LINER
ROUND DUCTWORK SHALL BE SHEETMETAL, AND WRAPPED WITH
I' DUCT WRAP. EXHAUST DUCTWORK SHALL BE 514EET METAL,
AND SHALL BE UNLINED. ALL DUCTWORK SHALL MEET OR
EXCEED 5MA04A STANDARDS FOR 2' PRESSURE
CLASSIFICATION. GIVEN DIMENSIONS ARE INSIDE DIMENSIONS.
ALL DUCTWORK SHALL BE SEALED AIRTIGHT WITH DUCT -
SEALANT AND SHALL CONFORM TO LOCAL BUILDING CODES.
FLEXIBLE DUCTWORK SHALL BE INSULATED, AND SHALL BE THE
SAME SIZE AS THE NECK OF THE DIFFUSER FLEX DUCT
SHALL NOT EXCEED 8'-0' IN LENGTH, AND SHALL CONFORM TO
LOCAL BUILDING CODES.
ALL SPIN -IN FITTINGS SHALL BE CONICAL, AND SHALL HAVE
MANUAL VOLUME DAMPERS.
RECTANGULAR BRANCH DUCT TAKE-OFP5 SHALL HAVE 457
TAKE -OFFS, AND ROUND DUCT TAKE -OFFS SHALL BE CONICAL.
ALL ELBOWS, BOTH HORIZONTAL AND VERTICAL, SHALL BE
LONG RADIUS ELBOWS WHEREVER POSSIBLE, OR SHALL HAVE
TURNING VANES WHERE SHOUR
BALANCE AIR SYSTEM WITH EXISTING SYSTEM.
COORDINATE LOCATIONS OF THERMOSTATS WITH OWNER
PRIOR TO INSTALLATION.
PLUMBING PLAN
5 TON ROOF
TOP UNITI
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LIGHTING PLAN
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WATER HEATER ABOVE
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3/4' DRAIN LINE FROM POP-
OFF. RUN TO FLOOR DRAIN.
VENT THRU
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11/2,
6' LATERAL TO SEWER
WASTE/VENT DIAGRAM
NOT TO SCALE
W.C.
5 TON ROOF
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2' PVC (TYP) TO
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200 AMP METERS
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MECHANICAL PLAN
JUNCTION
CABINET
ELECT. COI I 1200 AMP METERS
TAP BOX
Elm
2' PVC (TYP) TO
5 -SPACE LOCATION
3-4' PVC CONDUITS
TO ELECT. CO. TRANSFORMER
ELEC. RISER DIAGRAM
NOT TO SCALE
0��N;1'I11111jj,i
PET
No. 75
* AR19500143
STA1E f/
P E T E R S 0 N
ARCHITECTURE
984 1Wn Street Suite 10 Noblesville, 1N 46000 USA
t e 1. 3 1 7 7 7 0 9 7 1 4
fa x. 3 1 7 7 7 0 9 71 8
email can
SUBMITTAL. TYPE
DATE
REVISIONS:
AlTE°"
A2DARE E
AARE
D
A4 DA PEASK)N
A DA�TEION
PLOT DATE: NA
DRAWN BY MCZ
CHECKED BY D PETERSON
PRO.E:CT NUMBER: PROJ-NU M!3,ER
MECH, ELECTRICAL,
AND PLUMBING PLAN
ME10
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL BE U5E0 ONLY IN FURSUANT TO THE
AGREEMENT WITH
PETERSON ARCHITECTURE, PjC,
NO OTHER USE OR DUPLICATION MAY BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
PETERSON ARCHITECTURE, PSC.
ALL OTHER COPYRIGHT AND COMMON LAW
RIGHTS ARE HEREBY SPECIFICALLY RESERVED.
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