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© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
G100GENERAL PROJECT
DATA
Designer
Author
Checker
15%
ARCHITECT:
POWELL CONSTRUCTION STUDIO904 MAIN ST., SUITE 1ANASHVILLE, TN 37208PHONE 615.320.5000FAX 615.226.0106CONTACT: MANLEY SEALE, PROJECT ARCHITECTMANLEY@POWELLARCHITECTS.COM
MECHANICAL, PLUMBING & ELECTRICAL ENGINEER:
ENVISION ADVANTAGE, LLC4633 TROUSDALE DR.NASHVILLE, TN 37204PHONE 615.661.6211
PROJECT DESCRIPTION:
NEW TENANT BUILD-OUT OF AN APPROXIMATELY 3118 SQFT. IMAGING CENTER TO INCLUDE A FUTURE 1.5T MRI,CT, XRAY, ULTRA SOUND, AND MAMMOGRAPHY ROOMS. IMAGING CENTER IS LOCATED ON THE FIRST FLOOR OFA TWO STORY MEDICAL OFFICE BUILDING.
Drawing List
ARCHITECTURAL
G100 GENERAL PROJECT DATA
G200 SYMBOLS AND LEGENDS
G300 CODE DATA
ARCHITECTURAL
A111 FIRST FLOOR DIMENSIONED PLAN
A112 FIRST FLOOR NOTED PLAN
A701 INTERIOR ELEVATIONS
A811 FIRST FLOOR REFLECTED CEILING PLAN
F111 FIRST FLOOR FINISH PLAN
MECHANICAL
M000 HVAC LEGENDS AND SCHEDULES
M201 FIRST FLOOR HVAC PLAN
M300 HVAC CONTROLS
M500 HVAC DETAILS
PLUMBING
P000 PLUMBING LEGENDS AND SCHEDULES
P200 UNDERGROUND PLUMBING PLAN
P201 FIRST FLOOR PLUMBING PLAN
ELECTRICAL
E000 ELECTRICAL LEGENDS AND SCHEDULES
E001 LIGHTING FIXTURE SCHEDULE
E002 ELECTRICAL RISER DIAGRAM AND PANELSCHEDULES
E201 FIRST FLOOR LIGHTING PLAN
E301 FIRST FLOOR POWER PLAN
E401 FIRST FLOOR SYSTEM PLAN
E500 ELECTRICAL DETAILS
SAINT THOMAS MEDICAL PARTNERSNEW SALEM IMAGING SUITE
CONSTRUCTION SET
2723 NEW SALEM HIGHWAY, MURFREESBORO, TN 37128
Revision Schedule
Rv # Description Rv Date
A
61A1
1A101
SIM
1A101
SIM
ALL CAPS!
NAME0
A101
1 Ref
1
Re
f
1
Re
f
1 Ref
A101
1 Ref
1
Ref
1
Ref
1 Ref
101
TYPE NAME
XX'-X"
A101
1SIM
SECTION
DETAIL TAGWALLSECTION
WALL TAG
ELEVATION
INTERIORELEVATION
WINDOW TAGACCESSORYTAG
COLUMN GRIDHEAD
CEILING TAGSPOTELEVATION
LEVEL HEAD
DOOR TAG
Graphics Symbols
Room name
101
ACOUSTICALTILE
ALUMINUM BATTINSULATION
CARPET CERAMIC TILE
CONCRETE DRYWALL EARTH FINISHED WD
GRAVEL GWB PLYWOOD ROUGHCARPENTRY
SAND GROUT
SHEET METAL TILE WOODBLOCKING
BRICK
CMU GLASS
RIGIDINSULATION
STEEL STONE
Materials Legend
© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
G200SYMBOLS AND
LEGENDS
Designer
Author
Checker
15%
A AREA/ACREABV ABOVEAC AIRCONDITIONINGACC ACCESSACT ACOUSTICAL TILEAD AREA DRAINADD ADDENDUM;ADDITIONADDL ADDITIONALADH ADHESIVEADJ ADJACENTAFF ABOVE FINISHEDFLRALT ALTERNATEALUM ALUMINUMAP ACCESS PANELARCH ARCHITECT/URALASPH ASPHALTATC ACOUS TILECEILINGAVG AVERAGEBAF BAFFLEBDRM BEDROOMBEL BELOWBHD BULKHEADBLKG BLOCKINGBLT-IN BUILT-INBR BEDROOMBRG BEARINGBSMT BASEMENTBT BATHTUB, BOLTBUR BUILT-UP ROOFC/C CENTER TOCENTERCAB CABINETCB CATCH BASINCIR CIRCLE,CIRCULARCIRC CIRCUMFERENCECJ CONTROL JOINTCK CAULKINGCL CENTERLINECLG CEILINGCLO CLOSETCLR CLEARCMT CERAMIC MOSAICTILECMU CONC MASONRYUNITCNTR CENTER,COUNTERCO CASED OPENINGCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCPT CARPETCS CAST STONECSK COUNTERSINKCT CERAMIC TILECTD COATEDCTR CENTER,COUNTERD DEEP, DEPTHDEM DEMOLISHDF DRINKINGFOUNTAINDH DOUBLE HUNGDIAM DIAMETERDIM DIMENSIONDN DOWNDR DOOR, DRAINDS DOWNSPOUTDWG DRAWING
EA EACHELEC ELECTRICALEP ELECTRICALPANELEQ EQUALEXC EXCAVATEEXG EXISTINGEXP EXPANSION,EXPOSEDEXT EXTERIORFAB FABRICATEFD FLOOR DRAINFDN FOUNDATIONFE FIREEXTINGUISHERFFE FINISHED FLRELEVFF&E FIXTURES,
FURNISHINGS &EQUIPMENT
FGL FIBERGLASSFLASH FLASHINGFLR FLOORFOC FACE OFCONCRETEFOF FACE OF FINISHFOS FACE OF STUDSFPRF FIREPROOFFTG FOOTINGFURN FURNISH,FURNITUREFURR FURRINGGALV GALVANIZEDGF GROUND FACEGL GLASSGL BLK GLASS BLOCKGLZ GLAZEGT GROUTGV GALVANIZEDGVL GRAVELHB HOSE BIBHC HOLLOW COREHDWD HARDWOODHGT HEIGHTHM HOLLOW METALHVAC HEATING,VENTILATING & AIRCONDITIONINGHWD HARDWOODIN INCHINSUL INSULATIONJ JOISTJST JOISTJT JOINTKIT KITCHENLN LENGTHLTG LIGHTINGLVR LOUVERLW LIGHT WEIGHTMAS MASONRYMECH MECHANICALMIN MINIMUMMIR MIRRORMLDG: MOLDINGMMB MEMBRANEMO MASONRYOPENINGMTD MOUNTEDMWK MILLWORKNIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALE
OC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOH OVERHEADOPG OPENINGOPP OPPOSITEPERF PERFORATE/DPFN PREFINISHEDPL PLASTIC LAMINATEPLWD PLYWOODPLUMB PLUMBINGPNL PANELPT PAINTPWR POWERQT QUARRY TILEQTY QUANTITYRB RUBBER BASERD ROOF DRAINREM REMOVE,REMOVABLEREQ REQUIRE,REQUIREDRESIL RESILIENTRH RIGHT HANDRM ROOMRO ROUGH OPENINGRT RUBBER TILESB SPLASH BLOCKSCUP SCUPPERSF SQUARE FOOTSIM SIMILARSKL SKYLIGHTSPEC SPECIFICATION/SSPK SPEAKERSPLR SPRINKLERSQ SQUARESTL STEELSTRUC STRUCTURALSUR SURFACESUSP SUSPENDEDT TREAD, TOPTD TRENCH DRAINTEMP TEMPORARYTHK THICK, THICKNESSTLT TOILETTRD TREADTYP TYPICALTZ TERRAZZOUNF UNFINISHEDVAR VARNISH, VARIESVCT VINYL COMP TILEVIF VERIFY IN THEFIELDVNR VENEERVOL VOLUMEVT VINYL TILEW WIDTH, WIDEW/ WITHW/O WITHOUTWB WOOD BASEWC WATERCLOSETWD WOODWGL WIRE-GLASSWM WIRE MESHWPR WATERPROOFINGWS
WEATHERSTRIPPINGYD YARD
General Notes1 This document is provided for basic construction purposes only. The architect does not warrant
any material, equipment, hardware, etc. Whether implied or explicitly called out on drawings.
2 Job site safety is the sole responsiblity of the contractor.
3 The contractor shall review and coordinate the scheduling of all contruction with the architectand submit a detailed construction schedule prior to doing work.
4 All general notes apply to the scope of this total project regardless of whether or not they arekeyed on every sheet to a specific detail.
5 The general contractor shall ensure that all construction meets or exceeds applicable codesand standard practices, including all federal, state and local building and accessibilityrequirements and regulations. The contractor shall be responsible for any violations of thesame and shall make all work acceptable to the public department involved without extracharge.
6 The contractor shall verify dimensions and site conditions before starting work. The architectshall be notified of any discrepancy. Contractor shall include items not noted in thesedocuments yet are required to complete the scope of work in the contractor’s lump sum price.
7 All items depicted graphically, whether noted or not, are part of the contractor’s scope of workand shall be provided at no extra charge.
8 All permits (Occupancy, electrical, plumbing and all others) required by state and local codes,except those acquired by subcontractors, are to be secured by the general contractor. Providecopies to the architect without extra charge. All permits acquired by subcontractors shall besubmitted to the general contractor for record.
9 Each trade shall verify all requirements pertaining to work performed in the project and obtainany required permits. All subcontractors shall direct questions, changes or requests through thegeneral contractor. The general contractor shall submit all request changes or questions to thearchitect.
10 The general contractor shall confirm that the layout of the space can be accomplished asdesigned. The architect must be notified of any problems with proposed wall locations after thechalk lines are in place and before the metal tracks are fastened in order to make appropriatedecisions or any necessary adjustments.
11 If unanticipated mechanical, plumbing electrical, structural elements of any other conditions areencountered which might conflict with the intended function, contract the architect immediatelyfor clarifications.
12 For the entire length of contract work, contractor shall provide and maintain all exits, exitlighting, fire protection devices and alarms to conform to local building code requirements.
13 Provide “Cutting and patching,” into existing construction for the installation or performance ofother work and subsequent fitting and patching required to restore surfaces to their originalcondition. Do not cut and patch work exposed on the building’s exterior or its occupied spacesin a manner which would, in the architect’s opinion, result in lessening the building’s aestheticqualities. Do not cut and patch work in a manner that would result in substantial visual evidenceof cut and patch work. Remove and replace work, judged by the architect to be cut and patchedin a visually unsatisfactory manner without extra charge.
14 Provide all submittals for architect’s review.
15 The contractor shall promptly remedy any damage and/ or loss to property (All materials andequipment incorporated in the work described herein) caused in whole or in part by thecontractor. A subcontractor, or anyone directly or indirectly employed by any of them.
16 Do not scale drawings. If dimensions are in question, obtain clarification from the architectbefore continuing with construction.
17 Remodeling and/ or rehabilitation of an existing building requires that certain assumptions bemade regarding existing conditions, some of which may not be verifiable without destroyingotherwise adequate or serviceable portions of the building. The architect and the architect’sconsultants are not responsible for conditions discovered during construction that differ fromthose indicated. The contractor upon making such a discovery, shall immediately notify thearchitect and obtain a clarification prior to proceeding with the work in question.
18 Contractor shall provide all close-out documentation required by the building management.
19 Refer to engineering construction documents for mechanical, plumbing, fire protection and /orelectrical work.
20 In the event a contractor, supplier or others request copies of electronic media, such as CADfiles from the architect, a release shall be executed by the receiving firm.
Architecture Notes1 Contractor shall coordinate stud size and gauge necessary for height of wall, as well as, for
structure, mechanical, plumbing or electrical clearances prior to beginning construction. Anydiscrepancies with layout as dimensioned shall be coordinated immediately with the architect.
2 Contractor shall reinforce metal stud construction with fire resistant wood blocking at alllocations where mirrors, accessories, signs, etc. are to be installed.
3 Fire-rated partitions shall be identified as such in large red stencil above finished ceiling.
4 The general contractor shall maintain all rating of all required rated walls at all intersections,connections and penetrations.
5 All dimensions are to face of gypsum board of new or existing construction unless otherwisenoted.
6 New gypsum board construction meeting existing construction in same plane shall be flushwith no visible joint.
7 Provide wood blocking (Fire-retardant where required by code) inside partitions for securingwall-hung cabinets (O.F.O.I. & C.F.C.I.) shelving, trim, millwork and other elements attachedto partitions as required to ensure flush, straight, well-secured conditions.
8 Comply with all applicable accessibility codes when installing and framing openings for doors.
9 Materials provided shall be installed per manufacturer’s written recommendation and percode requirements.
10 Items requiring finish selections that do not appear in the construction documents shall beselected from shop drawings submittals.
11 The contractor shall coordinate the architectural, civil, structural, mechanical, electrical andplumbing construction documents with the various contractors and subcontractors involved.
12 Provide chases for mechanical ductwork as required. See mechanical, plumbing andelectrical drawings.
13 All piping above grade and inside that building shown on these drawings shall be installed inareas where it will be concealed. The contractor shall coordinate with other trades to providefurring for piping installed in finish areas.
14 For electrical boxes located on opposite sides of walls, provide a minimum horizontalseparation of one stud spacing. 1” minimum distance between them.
15 All devices & cover plates to be white (Not almond) unless noted otherwise. Submit sample toarchitect for review. Dedicated outlets shall have grey devices.
16 When graphically depicted in similar locations, align outlets, thermostats, and/ or fireprotection devices vertically. Outlets graphically depicted to be centered in a particular wallshould be measured in the field and located in the center of the wall unless notes otherwise.
17 When making saw cuts or trenching concrete to run electrical power or data to furnishings, fillin and patch slab around area removed and around electrical boxes. Coordinate withengineering drawings.
18 Contractor to verify and provide all electrical requirements for all O.F.O.I. and C.F.C.I.equipment and appliances including but not limited to coffee makers, microwaves,refrigerators, copiers, fax machines, printers, etc.
19 Contractor to coordinate with owner final locations and electrical requirements of ownerfurnished equipment and furniture.
20 Interior signage excluding temporary ADA restroom signage to be provided and installed bythe owner U.N.O. GC to provide black background ADA restroom signage as required bycode.
21 Contractor to provide and coordinate electrical rough-in with architect prior to closing up walls.
22 Contractor to provide adequate leveling and repair of slab prior to installation of new flooring.
Abbreviation
Revision Schedule
Rv # Description Rv Date
CZ
ISLLSWSCZ
FR1
S1S4
S5
S3
S2
S17
MAG
PS84 3/8"
227 3/4
"
73 5
/16"
79 5
/16"
6 1
1/1
6"
39 5
/16"
86 5/8"
43 5
/16"
5 3
/16"
19 5/8"
73 3/4"
38 15
/16"
47 3/8"
17 1/8"
5 3
/4"
24"
Patie
nt ta
ble
w/ e
xtended to
pw
t. 1185 lb
s. 7
00 b
tu
CT
Lig
htsp
eed U
ltra 1
6 slic
e (4
x)g
antry
wt. 3
,306 lb
s. 25,0
85 b
tu
REF.
CO
PIE
R
PRINTER
CH
AT
TA
NO
OG
A
HY
DR
OC
OLL
AT
OR
U.C
.F
RE
EZ
ER
(OF
E)
HI/L
O T
AB
LE
HI/LO
TA
BLE
HI/L
O T
AB
LE
B113
B111
B111
B113
B111
B111
B113
M-1A
M-1BM-2 M-2 O.H. M-2
M-3A
M-3B
M-3C
M-3D
M-x
M-xM-x
M-x
M-x
M-x
M-xM-xM-x
M-x M-x
M-xM-xM-x
M-x
M-x M-x
M-xM-xM-xM-xM-x
M-x
WALL MOUNTED 60" MONIT OR
REGIS
TRATI
ON
KIOSKS
REGIS
TRATI
ON
KIOSKS
REGIS
TRATI
ON
KIOSKS
WALL MOUNT ED TV
79.5" HIGH8" CLEARANCE ABOVE
PH
ARM
ACY
RE
FR
IGER
ATO
R
34" HIG
H
LABFREEZER
REF.
37' - 6"
12' - 5"
33' - 0"
4'-0"
4'-0"
3'-4"
3'-2"
2'-0"
15
" M
IN.
MIRROR SOAPDISPENSER
PAPERTOWEL
DISPENSER
2'-0"
15
" M
IN. 4
'-0"
2'-6"
TOILETPAPER
DISPENSER
TOILETPAPER
HOLDER
SANITARYNAPKIN
DISPOSAL
SANITARYNAPKIN
DISPENSER
MA
X.
MA
X.
MA
X.
MA
X.
4'-11"
4'-10"
1'-0"
1'-3"
7" TO 9"
59" MIN. @ FLOOR-MOUNTED TOILET
56" MIN. @ WALL-HUNG TOILET
TOILET PARTITIONWHERE OCCURS
3'-6" 1'-0" 1'-0" 3'-0"
16" -18"
33"
- 36"
17"-
19"
1 1
/2"
MIN
.
1'-5"M
AX
.
H.C
.
1'-5"
ST
D.
24
"
3'-6"
1'-0"
2'-0"
2'-10"
1'-3"
MA
X.
MIN.
WATER CLOSETSIDE WALL
1 1/2" DIA. GRABBAR WITH 1 1/2"GAP FROM WALL
WATER CLOSETBACK WALL
URINAL
H.C
.
TOILET PAPERMOUNTING AREA
1'-7"
ST
D.
URINAL SCREENWHERE OCCURS
LAVATORY ORVANITY SINK
2'-3"
MIN
.
OFFSETWASTE
ACCESSIBLESINK BOWL6 1/2" DEEP
TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS
TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS
5'-0"MIN.
9"
6"
TOE SPACE
9"
6"
COUNTER WHEREOCCURS
3'-4"
3'-4"
1'-6"
24" X 24" ACCESSDOOR WHERENOTED
3'-10"
TLT. SEAT COVERDISPENSER
3'-10"
TLT. COVERDISPENSER
4'-0"
4'-0"
3'-4"
3'-2"
2'-0"
15
" M
IN.
MIRROR SOAPDISPENSER
PAPERTOWEL
DISPENSER
2'-0"
15
" M
IN. 4
'-0"
2'-6"
TOILETPAPER
DISPENSER
TOILETPAPER
HOLDER
SANITARYNAPKIN
DISPOSAL
SANITARYNAPKIN
DISPENSER
MA
X.
MA
X.
MA
X.
MA
X.
4'-11"
4'-10"
1'-0"
1'-3"
7" TO 9"
56" MIN. @ FLOOR-MOUNTED TOILET
59" MIN. @ WALL-HUNG TOILET
TOILET PARTITIONWHERE OCCURS
3'-6" 1'-0" 1'-0" 3'-0"
16" -18"
33"
- 36"
17"-
19"
1 1
/2"
MIN
.
1'-5"M
AX
.
H.C
.
1'-5"
ST
D.
24
"
3'-6"
1'-0"
2'-0"
2'-10"
1'-3"
MA
X.
MIN.
WATER CLOSETSIDE WALL
1 1/2" DIA. GRABBAR WITH 1 1/2"GAP FROM WALL
WATER CLOSETBACK WALL
URINAL
H.C
.
TOILET PAPERMOUNTING AREA
1'-7"
ST
D.
URINAL SCREENWHERE OCCURS
LAVATORY ORVANITY SINK
2'-3"
MIN
.
OFFSETWASTE
ACCESSIBLESINK BOWL6 1/2" DEEP
TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS
TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS
5'-0"MIN.
9"
6"
TOE SPACE
9"
6"
COUNTER WHEREOCCURS
3'-4"
3'-4"
1'-6"
24" X 24" ACCESSDOOR WHERENOTED
3'-10"
TLT. SEAT COVERDISPENSER
3'-10"
TLT. COVERDISPENSER
BUILDING EXIT
IMAGING SUITE
© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
G300CODE DATA
Designer
Author
Checker
15%
CITY OF MURFREESBORO
MEANS OF EGRESS
2012 INTERNATIONAL RESIDENTIAL CODE (EXCEPT CHAPTER 11)2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL PLUMBING CODE2012 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL FUEL GAS CODE2012 INTERNATIONAL PROPERTY MAINTENANCE CODE2012 INTERNATIONAL FIRE CODE2009 INTERNATIONAL ENERGY CONSERVATION CODE2008 NATIONAL ELECTRICAL CODEICC A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
300' MAX. TRAVEL TO EXIT PER IBC TABLE 1016.150' MAX. DEAD END CORRIDOR PER IBC 1017.3MIN CORRIDOR WIDTH PER IBC 1017.2 SHALL BE 44"MIN CLEAR OPENING OF MEANS OF EGRESS DOORS PER IBC1008.1 SHALL BE 32".MIN NUMBER OF EXITS PER IBC TABLE 1019.1 = 1; 1 PROVIDED
FIRE RATING
NO SEPARATION REQUIRED BETWEEN BUSINESS
FACILITY TYPE
OUTPATIENT DIAGNOSTIC IMAGING
USER GROUP
BUSINESS GROUP B
OCCUPANT LOAD
IBC TABLE 1004.1.1B- 3118/100 = 31
CONSTRUCTION TYPE
TYPE VB, FULLY SPRINKLED
3/16" = 1'-0"1
FIRST FLOOR LIFE SAFETY PLAN
3/8" = 1'-0"2
Typical Accessible Heights
KEY PLAN
Revision Schedule
Rv # Description Rv Date
CZ
ISLLSWSCZ
FR1
S1S4
S5
S3
S2
S17
MAG
PS
84 3
/8"
227 3
/4"
73 5
/16"
79 5
/16"
6 1
1/1
6"
39 5
/16"
86 5
/8"
43 5
/16"
5 3
/16"
19 5
/8"
73 3
/4"
38 1
5/1
6"
47 3
/8"
17 1
/8"
5 3
/4"
24"
Patie
nt ta
ble
w/ e
xtended to
pw
t. 1185 lb
s . 700 b
tu
CT L
ightsp
eed U
ltra 1
6 slice
(4x)g
antr y
wt. 3
,306 lb
s . 25,0
85 b
tu
B111
B111
C.2 C.8
REF.
AREA= 3118 SQFT.
XRAY
112
READING
103WAITING
100
OFFICE
102
CHANGE
105
CHANGE
106
FUTURE MRI
114
EQUIP
115
CT
117
MAMO
109
ULTRA
108
TOILET
107
JAN/STORAGE
101
CHANGING
111
SUB WAIT
110
CONTROL
113
SUB WAIT
104
6'-11 3/4" 2'-0 1/2" 3'-11 1/2" 6"
1'-0 1/4"5"
2'-6" 7'-11 1/2"
5"
7'-11 1/2"
5 1/4"
6'-0"
5"
2'-5"
1'-0 1/2"7" 5"
8'-8 3/4"
9 3/4"
22'-0 1/4"
11 3/4" 3/4"
4"
6'-1 1/4" 6'-10 1/2"
1'-11 1/4"
1'-2 3/4" 3'-10" 3'-0" 2'-4 3/4"
1'-6" 3'-0" 6"
5"
9'-0"
5"
7'-6"
5"
5'-2"
7"
0"
5"
22'-5"
1'-0 1/2"
4"
5" 12'-8 3/4" 5" 9'-8" 5" 23'-5 3/4" 4"1'-10" 3'-1" 5" 9'-7 1/2" 5" 9'-0"
1'-11" 11"
1'-10" 7'-8 1/2"
5"
4 3
/4"
7'-7 1
/4"
5"
12'-11"
5"
7'-9"
5"
2'-2 3
/4"
4'-0"
5'-9 1
/2"
7 1
/2"
5"
7'-10 3
/4"
4'-0"
7'-7"
9 3
/4"
6'-9 1
/4"
5"
5'-11 3
/4"
4'-0"
4'-0 3
/4"
12'-3 3
/4"
11'-2 1
/4"
5"
8'-7"
5"
3'-0 3
/4"
5"
5'-0"
5"
7'-1"
5 3
/4"
4'-6 1
/4"
4 3
/4"
3'-10 1
/2"
6'-0 1
/4"
5"
2'-8 1
/2"
3'-7 1
/2"
5"
7'-0 1
/4"
14'-8"
7'-0" 2'-7 1/2"
© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
A111FIRST FLOOR
DIMENSIONED PLAN
MS
MS
--
15%
1/4" = 1'-0"1
FIRST FLOOR DIMENSIONED PLAN
Revision Schedule
Rv # Description Rv Date
CZ
ISLLSWSCZ
FR1
S1S4
S5
S3
S2
S17
MAG
PS
84 3
/8"
227 3
/4"
73 5
/16"
79 5
/16"
6 1
1/1
6"
39 5
/16"
86 5
/8"
43 5
/16"
5 3
/16"
19 5
/8"
73 3
/4"
38 1
5/1
6"
47 3
/8"
17 1
/8"
5 3
/4"
24"
Patie
nt ta
ble
w/ e
xtended to
pw
t. 1185 lb
s . 700 b
tu
CT L
ightsp
eed U
ltra 1
6 slice
(4x)g
antr y
wt. 3
,306 lb
s . 25,0
85 b
tu
REF.
1
3
3
3
1
1
1
33
3
3
1
1
1
1 1
1
1
1
1
1
1
1
9
9
10
10
10
10
11
6
6
2
7 4
8
8
8
81
1
1
1
9
A701
A7012
A7013
A701
5
4
A701
6
A701
7
A701
8
A701
9
A701
10
105A 106A
100A104A
104A
102A 103A
108A
107B
114A
115A
117A
112A
109A
111A
1
WAITING
100
JAN/STORAGE
101
SUB WAIT
110
CHANGING
111
MAMO
109
ULTRA
108
OFFICE
102
READING
103
CHANGE
105
CHANGE
106
SUB WAIT
104
TOILET
107
XRAY
112
CONTROL
116
CT
117
FUTURE MRI
114CONTROL
113
EQUIP
115
107A108B
101A
----
© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
A112FIRST FLOORNOTED PLAN
Designer
Author
Checker
15%
1/4" = 1'-0"1
FIRST FLOOR NOTED PLAN
Sheet Notes
Key Value Keynote Text
1 SOUND ATTENUATION BATTS EXTEND UP ANDOVER WALL AND ABOVE CEILING @ 2' AROUNDPERIMETER.
2 PLUMBING 6" METAL STUD WALL.
3 ROOMS TO BE LEAD LINED PER PHYSICIST'SREPORT.
4 PROVIDE 12" THICKENED SLAB IN THIS ROOMPER THE DIMENSIONS SHOWN TO SUPPORTWEIGHT OF MAGNET.
6 TRIPLE 12 GA. STUDS AT ALL LEAD LINEDDOOR JAMBS. EXTEND TO DECK.
7 COORDINATE FINISH FLOOR HT. IN MRI ROOMSW SHIELDING VENDOR. FINISH FLOOR MAYNEED TO BE DEPRESSED TO ACCOMMODATESHIELDING.
8 PROVIDE BLOCKING AND SUPPORTS FOROWNER FURNISHED TV'S. COORDINATE EXACTMOUNTING HT W/ OWNER.
9 PARENT ROOM WALLS EXTEND TO DECK.PROVIDE SOUND ATTENUATION TO DECK.EXTEND SOUND ATTENUATION OVER THEMAGNET SHEILD.
10 GC TO ATTACH 1X4 FLAT FRAMING AND 5/8"DRYWALL TO INSIDED OF VENDOR PROVIDEDMAGNET SHIELD. USE NON FERROUS SCREWS.
Door Schedule
Mark Type Mark Width Height FinishFrame
Material Hardware Comments
101A A 3'-0" 7'-0" PLAM HM PASS/CLOSURE
102A A 3'-0" 7'-0" PLAM HM LOCK
103A A 3'-0" 7'-0" PLAM HM LOCK
104A A 3'-0" 7'-0" PLAM HM PASS/CLOSURE
105A A 3'-0" 7'-0" PLAM HM LOCK/CLOSURE
106A A 3'-0" 7'-0" PLAM HM LOCK/CLOSURE
107A A 3'-0" 7'-0" PLAM HM LOCK
107B A 3'-0" 7'-0" PLAM HM LOCK
108A A 3'-0" 7'-0" PLAM HM LOCK/CLOSURE
108B A 3'-0" 7'-0" PLAM HM LOCK/CLOSURE
109A A 3'-0" 7'-0" PLAM ALUM LOCK/CLOSURE
111A A 3'-0" 7'-0" PLAM HM LOCK/CLOSURE
112A A 3'-0" 7'-0" PLAM HM PASS/CLOSURE LEAD LINED
114A A 4'-0" 7'-0" STAINED WOOD -- LOCK/CLOSURE PROVIDED BY SHEILDVENDOR (FUTURE)
115A A 3'-0" 7'-0" PLAM HM LOCK/CLOSURE
117A A 4'-0" 7'-0" PLAM HM LOCK/CLOSURE LEAD LINED
104A B 3'-0" 7'-0" PLAM HM PASS/CLOSURE
100A C 6'-0" 7'-0" ALUMSTOREFTONT
ALUM MATCH BLDG BASE FULL LITE GLASS
Revision Schedule
Rv # Description Rv Date
SS. Countertop.
PL-1 ON FACE
Cabinets Beyond
2'-10"
9"
Painted Drywall
2'-4 1
/2"
1 1
/2"1
'-1" 9"
4"
1'-6" 3'-5 1/2" 1'-6" 2'-6"
SS. Countertop.
PL-1 Drawer
PAINTED DRYWALL
PL-2 COUNTERTOP
PL-1CASEWORK
Door protrudes2" down (Typ.)
PL-1 Caseworkwith adj. shelving
PL-1 SLOPED TOP (TYP)
PL-2. Countertop withintergral 4" back andside splash.
PL-1 CASWORK
4" Rubber base
KNEE SPACE
1'-6" 2'-7 1/2" 1'-6"
3'-0" 3'-0" 3'-0"
2'-4 1
/2"
1 1
/2"
4"
2'-2"
2"
2'-0"
1'-0"
3'-0"1'-11 3/4"3'-0"
1'-0"
2'-0"
2"
2'-2"
4"
1 1
/2"
2'-4 1
/2"
Door protrudes2" down (Typ.)
PL-1 Caseworkwith adj. shelving
PL-1 SLOPED TOP (TYP)
PL-2. Countertop withintergral 4" back andside splash.
PL-1 CASWORK
4" Rubber base1'-6" 4'-11 3/4" 1'-6"
PL-2. Countertop(Non-drip edge) withintergral 4" back andside splash. Counterfull height due toBonafideoccupationalqualification.
Door protrudes2" down (Typ.)
PL-1 Caseworkwith adj.shelving
PL-01 Drawer
4" Rubber base
Sink Base
2'-10 1
/2"
1 1
/2"
4"
1'-8"
2"
2'-0"
1'-0"
2'-6" 2'-6" 2'-6" 2'-0"
2"
2'-6" 2'-6" 2'-6" 2'-2"
1'-0"
2'-0"
2"
1'-8"
4"
1 1
/2"
2'-10 1
/2"
Door protrudes2" down (Typ.)
PL-1 Caseworkwith adj. shelving
PL-1 SLOPED TOP(TYP)
PL-2. Countertop withintergral 4" back andside splash.
PL-1 CASWORK
4" Rubber base
SINK CABINET
PL-2. back splashextend up to uppercabinet at sink
Door protrudes2" down (Typ.)
PL-1 Caseworkwith adj. shelving
PL-1 SLOPED TOP (TYP)
PL-2. Countertop withintergral 4" back andside splash.
PL-1 CASWORK
4" Rubber base
SINK CABINET
1'-0"
2'-0"
2"
1'-8"
4"
1 1
/2"
2'-10 1
/2"
2'-6" 2'-6" 2'-6" 2'-6" 2'-6"
PL-2 BACKSPLASH EXTENDUP TO UPPER CABINET ATSINK
Door protrudes2" down (Typ.)
PL-1 Caseworkwith adj. shelving
PL-1 SLOPED TOP (TYP)
PL-2. Countertop withintergral 4" back andside splash.
PL-1 CASWORK
4" Rubber base
SINK CABINET
2'-9"
1 1
/2"
4"
1'-9 1
/2"
2"
2'-0"
1'-0"
2'-6" 3'-8 3/4" 2'-6"
2'-6"
3 1
/2"
6'-10 1
/2"
1'-0"
2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6"
PL-1 Caseworkwith adj. shelving
PL-1 SLOPEDTOP (TYP)
1'-0"
2'-0"
2"
1'-10"
4"
1 1
/2"
2'-8 1
/2"
Door protrudes2" down (Typ.)
PL-1 Caseworkwith adj. shelving
PL-1 SLOPED TOP (TYP)
PL-2. Countertop withintergral 4" back andside splash.
PL-1 CASWORK
REF.B.O.
PL-1 WD BASE
2'-0"3'-0"2'-0"
© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
A701INTERIOR
ELEVATIONS
Designer
Author
Checker
15%
1/2" = 1'-0"2
CHECK-IN ELEVATION 1/2" = 1'-0"3
RECEPTION ELEVATION
1/2" = 1'-0"4
OFFICE WORK COUNTER ELEVATION
1/2" = 1'-0"5
OFFICE WORK COUNTER 2 ELEVATION 1/2" = 1'-0"
6ULTRA SOUND
1/2" = 1'-0"7
CT CONTROL ELEVATION
1/2" = 1'-0"8
CT CASEWORK ELEVATION 1/2" = 1'-0"9
MRI CONTROL ELEVATION (FUTURE)
1/2" = 1'-0"10
MRI ELEVATION (FUTURE)
1/2" = 1'-0"1
REFRESHMENT ELEVATION
Revision Schedule
Rv # Description Rv Date
CZ
ISLLSWSCZ
FR1
S1S4
S5
S3
S2
S17
MAG
PS84 3
/8"
143 3
/8"
227 3
/4"
73 5
/16"
79 5
/16"
6 1
1/1
6"
39 5
/16"
86 5
/8"
43 5
/16"
5 3
/16"
19 5
/8"
73 3
/4"
38 1
5/1
6"
47 3
/8"
17 1
/8"
5 3
/4"
24"
Patie
nt ta
ble
w/ e
xtended to
pw
t. 1185 lb
s . 700 b
tu
CT L
ightsp
eed U
ltra 1
6 slice
(4x)g
antr y
wt. 3
,306 lb
s . 25,0
85 b
tu
REF.
ACT-2
10'-0"
ACT-2
9'-0"
GWB
8'-6"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
9'-0"
GWB
8'-6"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
8'-6"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
9'-0"
ACT-2
9'-0"
10"
2'-0" 3'-0" 3'-0"
4'-0"
4'-6"
2'-6"
2'-0" 2'-11" 2'-1 3/4"1'-3 3/4"
2'-0 3/4" 3'-2" 3'-2" 2'-0 3/4"
1'-8"
3'-3"
3'-3"
3'-3"
1'-6"
3'-3"
1'-6"
FUTURE MRI
RECESSED DOWNLIGHT
2 X 4 FLUORESCENT
2 X 2 FLUORESCENT
UNDER CABINET MOUNTED LIGHT
SCONCE SPHERE LIGHT
RCP Legend
INDIRECT/DIRECT LINEAR PENDANT LIGHT
© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
A811FIRST FLOOR
REFLECTED CEILINGPLAN
Designer
Author
Checker
15%
1/4" = 1'-0"1
FIRST FLOOR REFLECTED CEILING PLAN
Revision Schedule
Rv # Description Rv Date
CZ
ISLLSWSCZ
FR1
S1S4
S5
S3
S2
S17
MAG
PS
84 3
/8"
227 3
/4"
73 5
/16"
79 5
/16"
6 1
1/1
6"
39 5
/16"
86 5
/8"
43 5
/16"
5 3
/16"
19 5
/8"
73 3
/4"
38 1
5/1
6"
47 3
/8"
17 1
/8"
5 3
/4"
24"
Patie
nt ta
ble
w/ e
xtended to
pw
t. 1185 lb
s . 700 b
tu
CT L
ightsp
eed U
ltra 1
6 slice
(4x)g
antr y
wt. 3
,306 lb
s . 25,0
85 b
tu
WAITING
100
JAN/STORAGE
101
CHANGING
111
SUB WAIT
110
OFFICE
102
READING
103
CHANGE
105
CHANGE
106
SUB WAIT
104
ULTRA
108
MAMO
109
XRAY
112
TOILET
107
CONTROL
113
FUTURE MRI
114
CT
117
EQUIP
115
CONTROL
116
VCT-3
VCT-2
VCT-3
LVT-2
LVT-1
LVT-2
LVT-1
LVT-1
© POWELL CONSTRUCTION STUDIO 2013
Project #:
Project Architect:
Drawn by:
Project Director:
Phase:
#
904 MAIN STREET SUITE A1NASHVILLE, TN 37206
Sain
t T
ho
mas M
ed
ical P
ar t
ners
New
Sale
m Im
ag
i ng
Su
ite
2723 N
ew
Sale
m H
igh
way
Mu
rfre
esb
oro
, T
N
No
t F
or
Co
nstr
ucti
on
15023
01 June 2016
F111FIRST FLOOR FINISH
PLAN
Designer
Author
Checker
15%
1/4" = 1'-0"1
FIRST FLOOR FINISH PLAN
Room Finish Schedule
# Room Name Area Floor Finish Base Finish Wall Finish Ceiling Finish Remarks
100 WAITING 289 ft² LVT-1/LVT2 WD PAINT/CHAIR RAIL ACT/GWB SEE RCP AND PLAN. WD TO BE STAINED TO MATCH PL-1
101 JAN/STORAGE 58 ft² VCT RB PT-1 ACT
102 OFFICE 181 ft² LVT-1 RB PT-1 ACT
103 READING 56 ft² LVT-1 RB PT-1 ACT
104 SUB WAIT 302 ft² LVT-2 RB PT-1/CHAIR RAIL GWB
105 CHANGE 51 ft² LVT-1 RB PT-1 ACT
106 CHANGE 30 ft² LVT-1 RB PT-1 ACT
107 TOILET 56 ft² SV-1 CB PT-1 ACT
108 ULTRA 108 ft² LVT-1 RB PT-1 ACT
109 MAMO 101 ft² LVT-1 RB PT-1 ACT
110 SUB WAIT 191 ft² LVT-2 RB PT-1/CHAIR RAIL GWB
111 CHANGING 35 ft² LVT-1 RB PT-1 ACT
112 XRAY 153 ft² LVT-1 RB PT-1 ACT
113 CONTROL 182 ft² LVT-1 RB PT-1 ACT
114 FUTURE MRI 447 ft² VCT-2/VCT-3 RB PT-1 ACT STATIC DISSIPATIVE FLOOR-COORD W/ OWNER EQUIP FORLVT-1
115 EQUIP 163 ft² CF RB PT-1 ACT 12" RAISED COMPUTER FLOOR
116 CONTROL 130 ft² LVT-1 RB PT-1 ACT
117 CT 330 ft² LVT-1 RB PT-1 ACT
Ceiling:ACT Armstrong, Dune, Tegular (See RCP for 2x2 or 2x4)Grid Standard white
Walls:PT-1 Porter Gray Bisque 6715-1PT-2 Trim paint - Porter Sandalwood White 6715-1 (all door trim)
Floor:VCT-1 Armstrong, Imperial texture, 5701 NougatVCT-2 Armstrong, Fossil Grey (Dissipative Floor)VCT-3 Armstrong, Marble Biege (Dissipative Floor)SV-1 Mannington Biospec - color ChocolateLVT-1 Armstrong, Natural Creations, Arbor Art, TP075 Handcrafted Nutmeg, 6"x48"LVT-2 Armstrong, Natural Creations, Earth Cuts, TP524 Rock Solid OxideCF Raised Computer Floor
BaseRB-1 Johnsonite, 4", RWDC-167-A- Fudge, Spire Profile, Provide Inside and Outside Corner PiecesWD-1 Wood Base - Stain Grade to Match PL-1
Doors:PLAM Wilsonart, 7923K-07 Versailes Anigre
Casework:PL-1 Cabinets, Wilsonart, 7923K-07 Versailes AnigrePL-2 Counters, Wilsonart, 4551-1 Blackstar graniteSS-1 Cambria Quartz, Color Parkgate (Reception upper & lower transaction counters & refreshment counter.
Revision Schedule
Rv # Description Rv Date
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