Post on 30-Dec-2021
DESIGN TEAM
TKO SUITESRaleigh, North Carolina Contact: Isaac Esses212-390-1924 isaac@tkosuites.com
OWNER:Davis Kane Architects, P.A.Raleigh, North CarolinaContact: Jimmy Edwards, AIA919-833-3737jedwards@daviskane.com
ARCHITECT: PME & FP ENGINEER:Atlantec EngineersRaleigh, North CarolinaContact: Davis Whitnety (E) & Brad Felts (P, M, & FP)919-571-1111david@atlantecengineers.combrad@atlantecengineers.com
GENERAL SYMBOL LEGEND
ENLARGED DRAWING REFERENCE
NORTH ARROW
DRAWING NUMBER
SHEET NUMBER
KEY NOTE
ALIGN FACES OF DESIGNATED SURFACES
DOOR / DOOR NUMBER
DRAWING NUMBER
SHEET NUMBER
BUILDING / WALL SECTION CUT REFERENCE
DRAWING NUMBER
SHEET NUMBER
EXTERIOR ELEVATION REFERENCE
INDICATES TRUE NORTH DIRECTION
FURNITURE, FIXTURES, & EQUIPMENT KEY
DRAWING NUMBER
SHEET NUMBER
INTERIOR ELEVATION REFERENCE
COLUMN GRID
CJ
CONTROL JOINT
DOOR NUMBER
ELEVATION
ELEVATION DATUM REFERENCE
DATUM REFERENCE
RELATIVE FINISH FLOOR ELEVATION
0'-0"
WALLS
A101
1
1
A EXISTING COLUMN GRID
1
A101
___________________________________________
1
A101
A1.1
1
NEW COLUMN GRID
NameX'-X"
EXISTING WALL OR PARTITION
NEW WALL OR PARTITION
WINDOW TYPE
*REFER TO INTERIOR PARTITION LEGEND
PARTITION TYPE
A
X
101
Room name ROOM NAME
ROOM TAG
ROOM NUMBER
101
REVISION REFERENCE
REVISION NUMBER1
01
01
FLOOR DRAIN
A
B
C
D
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1 2 3 4 5 6 7 8
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IGH
, N
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919.8
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VIS
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PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
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5698
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EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 2:58:00 PM
T100
TITLE SHEET
VM
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
TK
O S
uites U
pfit
5540 C
ente
rvie
w D
rive
Suite 2
00
Rale
igh,
NC
27606
TKO SUITES UPFITS RALEIGH, NC
100% CONSTRUCTION DOCUMENTS FOR PERMIT
SUSP SUSPENDED
SYS SYSTEM(S)
TEL TELEPHONE
THRES THRESHOLD
TOM TOP OF MASONRY
TOS TOP PF STEEL
TYP TYPICAL
TZ TERRAZZO
UON UNLESS OTHERWISE NOTED
UTIL UNINTERRUPTED POWERSUPPLY
VB VINYL BASE
VCT VINYL COMPOSITE TILE
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WG WIRED GLASS
WSCT WAINSCOT
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDL ROOF DRAIN LEADER
REBAR STEEL REINFORC. BAR
REF REFER(ENCE)
REINF REINFORCE(D)(ING)(MENT)
REQD REQUIRED
REV REVISION(S) REVISED
RM ROOM
SC SOLID CORE
SECT SECTION
SF SQUARE FEET
SFRM SPRAYED FIRE-RESISTIVE
SHT SHEET
SIM SIMILAR
SLSF SOLID SURFACE
SPEC SPECIFICATION(S)
SPKLR SPRINKLER
SQ IN SQUARE INCH
SS STAINLESS STEEL
ST SIGN TYPE
STD STANDARD
STL STEEL
STOR STORAGE
STRFR STOREFRONT
STRUCT STRUCTURAL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OVERHANG
OHD OVER HEAD
OPCI OWNER PROVIDEDCONTRACTOR INSTALLED
OPNG OPENING(S)
OPP OPPOSITE
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PNT PAINT(ED)
PROP PROPERTY
PSF POUNDS / SQUARE FOOT
PSI POUNDS / SQUARE INCH
PT PRESSURE-TREATED
PTN PARTITION
PVC PLOYVINYL CHLORIDE
QT QUARRY TILE
QTY QUANTITY
R RADIUS
RA RETURN AIR
RB RUBBER BASE
HT HEIGHT
ID INSIDE DIAMETER
IF INSIDE FACE
INSUL INSULATION
INT INTERIOR
KLP KICKPLATE
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LIN LINOLEUM
LVR LOUVER
LVT LUXURY VINYL TILE
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MBL MARBLE
MECH MECHANICAL
MEMB MEMBRANE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
NA NOT APPLICABLE
NIC NOT IN CONTRCT
NOM NOMINAL
NTS NOT TO SCALE
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FF&E FURNITURE, FIXTURES &EQUIPMENT
FFE FINISHED FLOOR ELEVATION
FIN FINISH
FLR FLOOR
FLUOR FLUORESCENT
FND FOUNDATION
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FRP GLASS FIBER REINFORCEDPLASTIC PANELS
FRT FIRE-RETARDANT-TREATED
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACT(OR)
GFRC GLASS FIBER REINFORCEDCONCRETE
GL GLASS
GLZ GLAZING
GWB GYPSUM WALL BOARD
GYP BD GYPSUM BOARD
HB HOSE BIBB
HD HEAVY DUTY
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CPT CARPET
CR CARD READER
CSK COUNTER SUNK
CT CERAMIC TILE
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DS DOWN SPOUT
DWG DRAWING
EA EACH
EJ EXPANSION JOINT
EJC EXPANSION JOINT COVER
EL ELEVATION
ELEC ELECTRIC(AL)
ELEV ELEVATOR
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPOSED
EXT EXTERIOR
EXTG EXISTING
FACT FACTORY FINISH
@ AT
AB ANCHOR BOLT
ACCESS ACCESSORY
ACT ACOUSTIC(AL) CEILING TILE
ADJ ADJACENT
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECTUR(AL)
AV AUDIO VISUAL
BD BOARD
BEJ BUILDING EXPANSION JOINT
BFF BELOW FINISHED FLOOR
BID BID
BLDG BUILDING
BLKG BLOCKING
BOD BOTTOM OF DECK
BOT BOTTOM
BRG BEARING
BSMT BASEMENT
CI CAST IRON
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CLSM CLASSROM
CM CONSTRUCTION MANAGER
CMU CONCRETE MASONRY UNIT
ABBREVIATIONS
FIRE PROTECTION
FA100 FIRE ALARM PLAN
ELECTRICAL
E100 LIGHTING PLAN / POWERPLAN
E200 LEGEND NOTES & FIXTURESCHEDULE
MECHANICAL
M100 MECHANICAL PLAN
M200 MECHANICAL NOTESLEGEND & SCHEDULE
TITLE
T100 TITLE SHEET
T101 CODE SUMMARY
T102 CODE SUMMARY
T103 WORK AREA
T104 LIFE SAFETY PLAN
DEMOLITION
D100 DEMOLITION PLANS
D101 DEMOLITION RCP
ARCHITECTURAL
A100 KEY SHEET
A200 RENOVATION PLANS
A300 RENOVATION RCPS
A400 ENLARGE PLANS &ELEVATIONS
DRAWING INDEXVICINITY MAP
APPENDIX B2018 BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS(EXCEPT 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES)
NAME OF PROJECT:
ADDRESS:
TKO SUITES UPFITS
5540 CENTERVIEW DRIVE, SUITE 200 RALEIGH, NCZIP CODE:
27606
OWNER/AUTHORIZED AGENT:
E-MAIL:
OWNED BY:
CODE ENFORCEMENT JURISDICTION:
NAME OF JURISDICTION:
CITY/COUNTY
CITY
PRIVATE
COUNTY
STATE
STATE
-
-
CITY OF RALEIGH
PHONE #:-
CONTACT:DESIGNER
ARCHITECTURAL
FIRM NAME LIC. # PHONE # EMAIL
Davis Kane Architects 5898 (919) 833-3737
CIVIL
LANDSCAPE
ELECTRICAL
FIRE ALARM
PLUMBING
MECHANICAL
SPRINKLER /
STANDPIPE
STUCTURAL
RETAINING
WALLS >5' HIGH
OTHER
OTHER
Kevin Kane kkane@daviskane.com
- - -- -
KEVIN KANE, ARCHITECT
2018 NC BUILDING CODE: NEW BUILDING
ADDITION
SHELL / CORE
PHASED CONSTRUCTION - SHELL
1ST TIME INTERIOR COMPLETIONS
2018 NC EXISTING BUILDING CODE:(CHECK ALL THAT APPLY)
PRESCRIPTIVE
REPAIR
ALTERATION LEVEL I HISTORIC PROPERTY
CHANGE OF USEALTERATION LEVEL II
CHAPTER 14 ALTERATION LEVEL III
CONSTRUCTED (DATE):
RENOVATED (DATE):
OCCUPANCY CATEGORY (TABLE 1604.5):
CURRENT OCCUPANCY(S) (CH. 3):
PROPOSED OCCUPANCY(S) (CH. 3):
CURRENT: PROPOSED:
-
- -
NO CHANGEBUSINESS
BASIC BUILDING DATA:CONSTRUCTION TYPE:(CHECK ALL THAT APPLY)
I-A
I-B
V-AIV
V-BII-B
SPRINKLERS: NO NFPA 13DPARTIAL NFPA 13 NFPA 13R
WETCLASS - I CLASS - II
II-A III-A
III-B
STANDPIPES: NO CLASS - III DRY
PRIMARY FIRE DISTRICT: NO YES
FLOOR HAZARD AREA: NO YES
SPECIAL INSPECTIONS
REQURIED:
NO YES
GROSS BUILDING AREA:
FLOOR
4TH FLOOR
3RD FLOOR
2ND FLOOR
1ST FLOOR
TOTAL:
23,772
23,772
23,772
23,772
N/A
N/A
N/A
N/A
-
-
-
95,088 SF -
-
EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL
ALLOWABLE AREAPRIMARY OCCUPANCY CLASSIFICATION(S):
ASSEMBLY:
BUSINESS:
YEAR EDITION OF CODE:
EDUCATIONAL:
FACTORY:
HAZARDOUS:
INSTITUTIONAL:
A-1 A-5A-4A-2 A-3
F-1 MODERATE F-2 LOW
H-1 DETONATE H-2 DEFLAGATE H-3 COMBUST H-4 HEALTH H-5 HPM
I-1 I-2 I-3 I-4
2I-1 CONDITION 1
2I-2 CONDITION 1
2I-3 CONDITION 1
MERCHANTILE:
RESIDENTIAL:
543
STORAGE:
UTILITY AND MISC:
R-2R-1 R-4R-3
S-2 LOWS-1 MODERATE ENCLOSEDHIGH-PILED OPEN
REPAIR GARAGEPARKING GARAGE
ACCESSORY OCCUPANCY CLASSIFICATION(S):
INCIDENTAL USES (TABLE 509):THIS SEPARATION IS NOT EXEMPT AS A NON-SEPARATED USE (SEE EXCEPTIONS).
SPECIAL USES (CHAPTER 4 - LIST CODE SECTIONS):
SPECIAL PROVISIONS (CHAPTER 5 - LIST CODE SECTIONS):
MIXED OCCUPANCY: SEPARATION: EXCEPTION:
-
-
-
-
- - -
ACTUAL AREA OF OCCUPANCY AALLOWABLE AREA OF OCCUPANCY A
ACTUAL AREA OF OCCUPANCY BALLOWABLE AREA OF OCCUPANCY B
+ ≤ 1
+ = ≤ 1+
STORY
NO.
DESCRIPTION AND
USE(A)
BUILDING AREA
PER STORY (ACTUAL)
(B)
TABLE 506.24
AREA
(C)
AREA FOR
FRONTAGE INCREASE1,5
(D)
ALLOWABLE AREA PER STORY OR UNLIMITED2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1 - Frontage area increases from Section 506.2 are computed thus:a. Perimeter which fronts a public way or open space having 20 feet minimum width = ___________ (F)b. Total Building Perimeter = ___________ (P)c. Ratio (F/P) = ___________ (F/P)d. Minimum Width of Public Way = ___________ (W)e. Percentage of frontage increase If = 100[F/P – 0.25] x W/30 = ___________ (%)
2 - Unlimited area applicable under conditions of Section 507.3 - Maximum Building Area = total number of stories in the building x D (506.2)4 - The maximum area of open parking garages must comply with 406.5.4. The maximum area of traffic control towers must comply with Table 412.3.1.5 - Frontage increase is based on the unsprinklered area value in Table 506.2.
ALLOWABLE HEIGHT
1 Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4.
BUILDING HEIGHT IN FEET
BUILDING HEIGHT IN STORIES
ALLOWABLE SHOWN ON PLANS CODE REFERENCE
-
-
-
-
-
-
FIRE PROTECTION REQUIREMENTS
*Indicate section number permitting reduction
BUILDING ELEMENT
STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, TRUSSES)
BEARING WALLS
EXTERIOR NORTH
EXTERIOR EAST
EXTERIOR WEST
EXTERIOR SOUTH
INTERIOR
NONBEARING WALLS AND PARTITIONS
EXTERIOR NORTH
EXTERIOR EAST
EXTERIOR WEST
EXTERIOR SOUTH
INTERIOR WALLS AND PARTITIONS
FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)
FIRE
SEPAR
DISTANCE (FEET)
FLOOR CEILING ASSEMBLY
COLUMNS SUPPORTING FLOORS
ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)
ROOF CEILING ASSEMBLY
COLUMNS SUPPORTING ROOF
SHAFT ENCLOSURES - EXIT
SHAFT ENCLOSURES - OTHER
CORRIDOR SEPARATION
OCCUPANCY / FIRE BARRIER SEPARATION
PARTY / FIRE WALL SEPARATION
SMOKE BARRIER SEPARATION
SMOKE PARTITION
TENANT / DWELLING UNIT / SLEEPING UNIT
SEPARATION
INCIDENTAL USE SEPARATION
-
-
>30'
>30'
>30'
>30'
-
-
>30'
>30'
>30'
>30'
-
-
-
-
-
-
-
-
-
-
-
-
-
0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
RATINGREQ. PROVIDED
(w/___*Reduction)
DETAIL #
AND SHEET
DESIGN #
FOR RATED ASSEMBLY
DESIGN # FOR
RATED PENETRATION
DESIGN #
FOR RATED JOINTS
PERCENT OF WALL OPENING CALCULATIONS
FIRE SEPARATION
DISTANCE (FEET) FROM PROPERTY LINES
DEGREE OF OPENINGS
PROTECTION (TABLE 705.8)ALLOWABLE AREA (%) ACTUAL SHOWN ON PLANS
(%)
-
-
-
-
-
-
-
-
-
-
-
-
LIFE SAFETY SYSTEM REQUIREMENTSEMERGENCY LIGHTING:
EXIT SIGNS:
FIRE ALARM:
SMOKE DETECTION SYSTEMS:
NO YES
CARBON MONOXIDE DETECTION:
NO YES
NO YES
NO YES
NO YES
LIFE SAFETY PLAN REQUIREMENTS
LIFE SAFETY PLAN SHEET:
FIRE AND / OR SMOKE RATED WALL LOCATIONS (CHAPTER 7)
-
ASSUMED AND REAL PROPERTY LINE LOCATIONS (IF NOT ON THE SITE PLAN)
EXTERIOR WALL OPENING AREA WITH RESPECT TO DISTANCE TO ASSUMED PROPERTY LINES (705.8)
OCCUPANCY USE FOR EACH AREA AS IT RELATES TO OCCUPANT LOAD CALCULATION (TABLE 1004.1.2)
OCCUPANT LOADS FOR EACH AREA
EXIT ACCESS TRAVEL DISTANCES (1017)
COMMON PATH OF TRAVEL DISTANCES (1016.2.1 & 1006.3.2(1))
DEAD END LENGTHS (1020.4)
CLEAR EXIT WIDTHS FOR EACH EXIT DOOR
MAXIMUM CALCULATED OCCUPANT LOAD CAPACITY EACH EXIT DOOR CAN ACCOMODATE BASED ON EGRESS WIDTH (1005.3)
ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR
A SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE RATED FLOOR / CEILING AND / OR ROOF STRUCTURE IS PROVIDED FOR PURPOSES OF OCCUPANCY SEPARATION
LOCATION OF DOORS WITH PANIC HARDWARE (1010.1.10)
LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF DELAY (1010.1.9.7)
LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1010.1.9.9)
LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICES
LOCATION OF EMERGENCY ESCAPE WINDOWS (1030)
THE SQUARE FOOTAGE OF EACH FIRE AREA (202)
THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT FOR OCCUPANCY CLASSIFICATION I-2 (407.4)
NOTE ANY CODE EXCEPTION OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS ABOVE.
ACCESSIBLE DWELLING UNITS (SECTION 1107)
TOTAL
UNITSACCESSIBLE
UNITS REQUIRED
ACCESSIBLE
UNITS PROVIDED
TYPE A
UNITS REQUIRED
TYPE A
UNITS PROVIDED
TYPE B
UNITS PROVIDED
TYPE B
UNITS REQUIRED
TOTAL
ACCESSIBLE
UNITS PROVIDED
ACCESSIBLE PARKING (SECTION 1106)
LOT OR
AREA PARKING
TOTAL # OF
PARKING SPACES
REQUIRED PROVIDED
TOTAL # OF PARKING SPACES
REGULAR WITH 5'
ACCESSIBLE ISLE
TOTAL
ACCESSIBLE PROVIDED
VAN SPACE WITH
132" ACCESSIBLE AISLE 8' ACCESSIBLE AISLE
TOTAL
- - - - - - - -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PLUMING FIXTURE REQUIREMENTS (TABLE 2902.1)
USE
SPACE EXISTING
WATER CLOSETS
MALE FEMALE
URINALS LAVATORIES SHOWERS /
TUBSDRINKING FOUNTAINS
REGULAR ACCESSIBLE
NEW
REQUIRED
MALE FEMALE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- - -- -
Atlantec Engineers, PA 7382 (919) 571-1111David Whitney david@atlantecengineers.com
7382 (919) 571-1111David Whitney david@atlantecengineers.com
- - -- -
Atlantec Engineers, PA 7382 (919) 571-1111David Whitney david@atlantecengineers.com
- - -- -
- - -- -
- - -- -
- - -- -
- - -- -
SPECIAL APPROVALSSPECIAL APPROVAL REQUIRED: NO YES
LOCAL JURISDICTION
DEPARTMENT OF INSURANCE
OSC
DPI
DHHS
OTHER:
DESCRIPTION:
-
-
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
Atlantec Engineers, PA
A
B
C
D
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1 2 3 4 5 6 7 8
AR
CH
ITE
CT
UR
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LA
NN
ING
. IN
TE
RIO
RS
A R
C
H
I T
E
C
T
S
, P
A
503-3
00 O
BE
RLIN
RO
AD
, R
ALE
IGH
, N
C 2
7605
919.8
33.3
737 .
W
WW
.DA
VIS
KA
NE
.CO
M
PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 3:04:24 PM
T101
CODE SUMMARY
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
TK
O S
uites U
pfit
5540 C
ente
rvie
w D
rive
Suite 2
00
Rale
igh,
NC
27606
APPENDIX B2018 BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS(EXCEPT 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES)
ENERGY SUMMARYENERGY REQUIREMENTS:THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF PERFORMANCE METHOD, STATE THE ANNUAL ENERGY COST FOR THE STANDARD REFERENCE DESIGN VS ANNUAL ENERGY COST FOR THE PROPOSED DESIGN.
EXISTING BUILDING ENVELOPE COMPLIES WITH CODE:
EXEMPT BUILDING (PROVIDE CODE OR STATUTORY REFERENCE):
CLIMAGE ZONE:
METHOD OF COMPLIANCE:(IF "OTHER", SPECIFY SOURCE HERE)
THERMAL ENVELOPE (PRESCRIPTIVE METHOD ONLY)
ROOF / CEILING ASSEMBLY (EACH ASSEMBLY)
DESCRIPTION OF ASSEMBLY:
U-VALUE OF TOTAL ASSEMBLY:
R-VALUE OF INSULATION:
SKYLIGHTS IN EACH ASSEMBLY:
U-VALUE OF SKYLIGHT:
TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY:
EXTERIOR WALLS (EACH ASSEMBLY)
DESCRIPTION OF ASSEMBLY:
U-VALUE OF TOTAL ASSEMBLY:
R-VALUE OF INSULATION:
OPENINGS (WINDOWS OR DOORS WITH GLAZING)
U-VALUE OF ASSEMBLY:
SOLAR HEAT GAIN COEFFICIENT:
PROJECTION FACTOR:
DOOR R-VALUES:
WALLS BELOW GRADE (EACH ASSEMBLY)
DESCRIPTION OF ASSEMBLY:
U-VALUE OF TOTAL ASSEMBLY:
R-VALUE OF INSULATION:
FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)
DESCRIPTION OF ASSEMBLY:
U-VALUE OF TOTAL ASSEMBLY:
R-VALUE OF INSULATION:
FLOORS SLAB ON GRADE
DESCRIPTION OF ASSEMBLY:
U-VALUE OF TOTAL ASSEMBLY:
R-VALUE OF INSULATION:
HORIZONTAL / VERTICAL REQUIREMENT:
SLAB HEATED:
STRUCTURAL DESIGN SUMMARYDESIGN LOADS
IMPORTANCE FACTORS
SNOW (IS):
SEISMIC (IE):
LIVE LOADS
ROOF (PSF):
MEZZANINE (PSF):
FLOOR (PSF):
GROUND SNOW LOAD (PSF):
WIND LOAD
BASIC WIND SPEED (MPH) (ASCE-7):
EXPOSURE CATEGORY:
SEISMIC DESIGN CATEGORY:PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS
RISK CATEGORY (TABLE 1604.5):
SPECTRAL RESPONSE ACCELERATION:
SS_________%g
S1_________%g
SITE CLASSIFICATION (ASCE 7):
DATA SOURCE:
BASIC STRUCTURAL SYSTEM:
ANALYSIS PROCEDURE:
ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?
LATERAL DESIGN CONTROL:
SOIL BEARING CAPACITIES (PSF):
PILE SIZE, TYPE, AND CAPACITY:
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
MECHANICAL DESIGN SUMMARYMECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
THERMAL ZONE
WINTER DRY BULB:
SUMMER DRY BULB:
INTERIOR DESIGN CONDITIONS
WINTER DRY BULB:
SUMMER DRY BULB:
RELATIVE HUMIDITY:
BUILDING HEATING LOAD:
BUILDING COOLING LOAD:
MECHANICAL SPACING CONDITIONING SYSTEM
UNITARY
DESCRIPTION OF UNIT:
HEATING EFFICIENCY:
COOLING EFFICIENCY:
SIZE CATEGORY OF UNIT:
BOILER
SIZE CATEGORY. IF OVERSIZED, STATE REASON:
CHILLER
SIZE CATEGORY. IF OVERSIZED, STATE REASON:
LIST EQUIPMENT EFFICIENCIES:
-
-
-
-
-
-
-
-
-
-
-
-
-
-
ELECTRICAL DESIGN SUMMARYELECTRICAL SYSTEMS AND EQUIPMENT
METHOD OF COMPLIANCE:
LIGHTING SCHEDULE
LAMP TYPE REQUIRED IN FIXTURE
NUMBER OF LAMPS IN THE FIXTURE
BALLAST TYPE USED IN THE FIXTURE
NUMBER OF BALLASTS IN THE FIXTURE
TOTAL WATTAGE PER FIXTURE
TOTAL INTERIOR WATTAGE SPECIFIED VS. ALLOWED (WHOLE BUILDING OR SPACE BY SPACE)
TOTAL EXTERIOR WATTAAGE SPECIFIED VS. ALLOWED
ADDITIONAL EFFICIENCY PACKAGE OPTIONS
(WHEN USING THE 2018 NCECC; NOT REQUIRED FOR ASHRAE 90.1)
C406.2 MORE EFFICIENT HVAC EQUIPMENT PERFORMANCE
C406.3 REDUCED LIGHING POWER DENSITY
C406.4 ENHANCED DIGITAL LIGHTING CONTROLS
C406.5 ON-SITE RENEWABLE ENERGY
C406.6 DEDICATED OUTDOOR AIR SYSTEM
C406.7 REDUCED ENERGY USE IN SERVICE WATER HEATING
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
EXISTING BLDG / NO CHANGE
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PROJECT INFORMATION
SEALS
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ECT
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S,P.A.A
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H,GILAR
EN.C
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ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
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GSTIERED
C
5698
EVI
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N AN
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H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
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C
D
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F
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1 2 3 4 5 6 7 8
9/13/2021 3:08:33 PM
T102
CODE SUMMARY
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
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27606
LOBBY
BREAKROOM
KITCHENETTE
NO WORK IN THIS AREA
CORRIDOR
CORRIDOR
OFFICE
OFFICE
OFFICE OFFICE OFFICE
OFFICE
OFFICE
OFFICE OFFICE OFFICE OFFICE OFFICE
OFFICE
OFFICE
CONFERENCE
ROOM
OFFICEOFFICE
OFFICE
OFFICE
OFFICE
OFFICEOFFICE OFFICE
OFFICE
559 SF
RESTROOMS
RESTROOMS
OFFICE OFFICEOFFICE OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICEOFFICE
OFFICE
OFFICE OFFICEOFFICE
OFFICE
OFFICE
OFFICE OFFICE OFFICE OFFICE OFFICE
EXIT B
STAIR
B
STAIRS
OFFICE OFFICE OFFICE OFFICE
STORAGE
CONFERNCE
ROOM
OFFICE OFFICE OFFICE OFFICE
OPEN
OFFICE
OPEN
OFFICE
OFFICE OFFICE OFFICE OFFICE
OFFICE
CONFERENCE
ROOM
OFFICE OFFICE OFFICE
OFFICE OFFICE
OFFICE
STORAGE
BREAKROOM
BREAKROOM
STAIRS
LOBBY
LOBBY
A
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PROJECT INFORMATION
SEALS
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RCHA I
ECT
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S,P.A.A
VI
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H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
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GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
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1 2 3 4 5 6 7 8
9/13/2021 3:11:20 PM
T103
WORK AREA
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
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27606
3/32" = 1'-0"D1SECOND FLOOR WORK AREA
LIFE SAFETY SYMBOL LEGEND
DENOTES EXIT DIRECTION ARROW, TYP.
INDICATES PULL STATION
WORST-CASE TRAVEL DISTANCE
A B LOCATION WHERE TRAVEL DISTANCE TO 2 EXITS IS EQUIDISTANT
DEAD END CORRIDOR(1018.4- NO GREATER THAN 50' IN SPRINKLERED BUSINESS AND STORAGE)
DEAD END CORRIDOR
WORST CASE COMMON PATH OF TRAVEL
F
0
0
Room name
INDICATES EXIT POPULATION
INDICATES EXIT CAPACITY (POPULATION)
DENOTES EXIT ACCESS
EXIT X
EXIT LIGHT FIXTURE
EXIT DIRECTIONAL ARROW
OCC. 20150 SFEXIT A
INDICATES FIRE EXTINGUISHERFE
INDICATES HOLD OPENH
INDICATES PANIC HARDWAREP
ROOM NAMEROOM NUMBER
EXITAREAOCCUPANT CAPACITY
LIFE SAFETY OCCUPANCY KEY
BUSINESS AREAS (100 SF/OCC. GROSS)
LOBBY
BREAKROOM
KITCHENETTE
CORRIDOR
CORRIDOR
OFFICE
OFFICE
OFFICE OFFICE OFFICE
OFFICE
OFFICE
OFFICE OFFICE OFFICE OFFICE OFFICE
OFFICE
STORAGE
CONFERENCE
ROOM
OFFICEOFFICE
OFFICE
OFFICE
OFFICE
OFFICEOFFICE OFFICE
OFFICE
804 SF
133 SF137 SF140 SF136 SF152 SF196 SF
159 SF
111 SF117 SF150 SF324 SF
218 SF
146 SF
234 SF106 SF 108 SF
116 SF
110 SF
124 SF
122 SF
149 SF 313 SF
88 SF
112 SF
149 SF
559 SF
RESTROOMS
250 SF
RESTROOMS
210 SF
14 SF
701 SF
OFFICE
153 SF
OFFICE
132 SF
OFFICE
162 SF
OFFICE
148 SF
OFFICE
113 SF
OFFICE
206 SF
OFFICE
228 SF
OFFICE
223 SF
OFFICE
236SF
OFFICE
151 SF
OFFICE
100 SF
OFFICE
127 SF
OFFICE
220 SF
OFFICE
127 SF
OFFICE
212 SF
OFFICE
167 SF
OFFICE
227 SF
OFFICE
137 SF
OFFICE
138 SF
OFFICE
136 SF
OFFICE
209 SF
DEAD END CORRIDOR
DEAD END CORRIDOR
EXIT B
7785 SF
OCC. _ _
EXIT A
8300 SF
OCC. _ _
B A
EXIT B
EXIT A
STAIR B
STAIR A
OFFICE OFFICE OFFICEBREAKROOM
OPEN
OFFICE
OFFICEOFFICE OFFICE OFFICE
OFFICE
250 SF
119 SF116 SF115 SF181 SF
300 SF
167 SF147 SF98 SF97 SF
OPEN
OFFICE
1250 SFSTORAGE
96 SF
OFFICE
125 SF
OFFICE
86 SF
OFFICE
573 SF
CONFERENCE
ROOM
2200SF
OFFICE
114 SF
CONFERNCE
ROOM
181 SF
LOBBY
170 SFCORRIDOR
210 SF
OFFICE
460 SFOFFICE
137 SF
OFFICE
139 SF
OFFICE
145 SF
STORAGE
95 SF
BREAKROOM
167 SF
OFFICE
110 SF
OFFICE
112 SF
OFFICE
112 SF
OFFICE
240 SF
STAIR
C
EXIT A
8300 SF
OCC. _ _
EXIT C
6920 SF
OCC. _ _
A C
DEAD END CORRIDOR
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PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
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1 2 3 4 5 6 7 8
9/13/2021 3:15:29 PM
T104
LIFE SAFETY PLAN
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
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OCCUPANCY AND EGRESS CALCULATIONS
Level EXIT NAME AREA SPACE DESCRIPTIONS.F.PERPERSON
OccupanyS.F. Type
OccupCalc OCCUPANT LOAD
1ST FLOOR
1ST FLOOR A BUISNESS 288 SF Business Areas (100 SF/OCC. GROSS) 100 GROSS 3
3 0
1ST FLOOR B BUISNESS 288 SF Business Areas (100 SF/OCC. GROSS) 100 GROSS 3
3 0
1" = 10'-0"D1SECOND FLOOR LIFE SAFETY
LOBBY
BREAKROOM
KITCHENETTE
NO WORK IN THIS AREA
05
04
03
03
03
03
06
02
0202
02
02
02
02
02
02
02
02
SELECTIVE DEMOLITION GENERAL NOTES:
1. THE SELECTIVE DEMOLITION SHALL BE PERFORMED ONLY DURING THE DESIGNATED PHASE IN A GIVEN AREA OF WORK. SELECTIVE DEMOLITION MAY BE REQUIRED IN A GIVEN AREA OF WORK IN MORE THAN ONE SEQUENCE OF WORK.
2. SELECTIVE DEMOLITION MAY INCLUDE TEMPORARY REMOVAL OF ITEMS TO ACCOMMODATE ONGOING WORK. THIS SHALL BE PERFORMED IN A MANNER THAT PREVENTS DAMAGE.
3. IT IS THE INTENT THAT THE SELECTIVE DEMOLITION WORK WILL RESULT IN A BUILDING FREE OF DEVICES, EQUIPMENT, MATERIALS AND ANY OTHER MISCELLANEOUS COMPONENTS NOT REUSED IN THE NEW CONSTRUCTION, UON. THIS INCLUDES FASTENERS, ANCHORS, SEALANTS, HARDWARE, EMBEDDED ANCHORS AND SLEEVES, BLOCKING, ETC. THE DEMOLITION SHALL INCLUDE ALL ITEMS TO A CLEAN SLAB, WALL OR CEILING.
4. DASHED LINES INDICATE WALL, STRUCTURE, OR OTHER BUILDING COMPONENTS TO BE DEMOLISHED IN ENTIRETY INCLUDING CONCEALED CONSTRUCTION, WALL FINISH, WALL BASE AND FRAMING, UON. CONTRACTOR TO VERIFY CONSTRUCTION OF EXISTING WALLS. SEE KEY NOTES ANDPLAN NOTES FOR MORE SPECIFIC INFORMATION FOR INDIVIDUAL AREAS. MASONRY WALLS TO BE DEMOLISHED TO 4” BELOW FINISH FLOOR LEVEL MIN, EXCEPT WHERE BEARING ON A THICKENED SLAB.
5. SEE SPECIFICATION SECTION “SELECTIVE DEMOLITION” FOR ADDITIONAL SELECTIVE DEMOLITION REQUIREMENTS FOR ALL CONTRACTORS.
6. ALL EXISTING CONSTRUCTION AND ITEMS TO REMAIN ARE TO BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INCURRED DURING CONSTRUCTION ACTIVITIES, INCLUDING FROM STAINS, WETTING, PHYSICAL DAMAGE, MARRING, ETC. CONTRACTOR TO REPAIR ANY SURFACES DAMAGED OR EXPOSED DUE TO DEMOLITION TO MATCH PREVIOUS OR ADJACENT CONDITION.
7. ROOM NAMES AND NUMBERS SHOWN ON THE DEMOLITION PLANS ARE FOR DEMOLITION REFERENCE ONLY. NEW ROOM NAMES AND NUMBERS ARE ASSIGNED ON RENOVATION PLANS.
8. SCRAPE ALL LOOSE PAINT AND COATINGS FROM SURFACES DESIGNATED TO RECEIVE NEW PAINT OR FINISHES. RESULTING SURFACE MUST BE DRY,NON-FLAKING AND SECURELY ADHERED TO UNDERLYING SUBSTRATE. SEE SPECIFICATION SECTIONS “HIGH PERFORMANCE COATINGS” AND "INTERIOR PAINTING".
9. SEE NEW AND RENOVATION FLOOR PLANS FOR LAYOUT DIMENSIONS FOR NEW OPENINGS NOT SHOWN ON DEMOLITION PLANS.
10. CONTRACTORS ARE TO VERIFY THAT NEW OPENING, PENETRATIONS AND DEMOLITION DO NOT CONFLICT WITH EXISTING STRUCTURES TO REMAIN. NOTIFY ARCHITECT IMMEDIATELY OF ANY POTENTIAL CONFLICTS PRIOR TO COMMENCING DEMOLITION. ADJUST LOCATIONS OF NEW PENETRATIONS AND DEMOLITION AS AGREED UPON WITH ARCHITECT.
11. DEMOLISH ALL FLOOR COVERINGS AND RUBBER OR WOOD BASE, UON. DEMOLITION TO INCLUDE REMOVAL OF ALL ADHESIVES. PROVIDE CLEAN, SMOOTH SUBFLOORING FOR NEW WORK.
DEMOLITION PLAN KEY NOTES:
01
NOTE: KEY NOTES SUPPLEMENT INFORMATION FOUND ELSEWHERE IN THE DRAWINGS. NOT ALL OF THE KEY NOTES ARE APPLICABLE TO THIS PLAN. SEE PLANS FOR KEYED ITEM LOCATIONS. SEE SHEET A-0.0 FOR SELECTIVE DEMOLITION GENERAL NOTES.
02
03
04
REMOVE WALL FINISHES, WALL BASE, AND ADHESIVE TO EXTENTS REQUIRED FOR NEW WORK.
DEMOLISH CASEWORK IN ITS ENTIRETY INCLUDING ANCHORS, FASTENERS AND CAULK.
REMOVE CARPET AREA INTICATED BY HATCH REMOVE TILE IN LOBBY AND PREPARE SUBSTRATE FOR NEW WORK.
05 DEMOLISH VCT AND ADHESIVE AND PREPARE SUBSTRATE FOR NEW WORK.
EXISTING TO REMAIN.
06 REMOVE TILE IN LOBBY AND PREPARE SUBSTRATE FOR NEW WORK.
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PROJECT INFORMATION
SEALS
A
NE
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RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 3:19:30 PM
D100
DEMOLITION PLANS
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
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1/8" = 1'-0"A1EXISTING FLOOR PLAN
CEILING DEMOLITION KEY NOTES:
02 DEMOLISH ACT AND GRID SYSTEM IN ITSENTIRETY, INCLUDING FASTENERS, ANCHORSAND MOLDINGS. TEMPORARILY SUPPORTDEVICES, LIGHTING, DIFFUSSERS WHERESCHEDULED TO REMAIN.
01 PROTECT EXISTING CEILING TILE TO REMAIN.
CEILING DEMOLITION KEY NOTES:
1. SEE SHET D100 FOR GENERAL DEMOLITION NOTES.
2. SEE PME DRAWINGS FOR EXTENT OF PME DEMOLITION AND ADDITIONAL REQUIREMENTS.
3. PROTECT LAY-IN CEILING AND GRID IN ALL AREAS, UON.
REFLECTED CEILING PLAN SYMBOL LEGEND
CEILING HEIGHT ABOVE FINISH FLOOR
CEILING TAG
CJ
CONTROL JOINT
0'-0"
28'-10"
SPOT ELEVATION
REFER TO PLAN FOR SUSPENSION TYPE
GYB BOARD CEILING
ACOUSTIC CEILING TILE: 2'x2'
MECHANICAL RETURN REGISTER
MECHANICAL AIR SUPPLY DIFFUSER
MECHANICAL EXHAUST REGISTER
SMOKE DETECTOR
S
HEAT DETECTOR
H
EXIT LIGHT FIXTURE
EXIT DIRECTIONAL ARROW
HORN STROBE
HHHH
CEILING MOUNTED SPEAKER
SP
CEILING MOUNTED CARBON MONOXIDE DETECTOR
CO
SPRINKLER HEAD
HH
RECESSED LIGHT FIXTURE
DEMOLISHED ACOUSTIC CEILING TILE: 2'x2'
2'x4' 2'x2'
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7605
919.8
33.3
737 .
W
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.DA
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NE
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PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 3:20:55 PM
D101
DEMOLITION RCP
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
TK
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5540 C
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Suite 2
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NC
27606
1/8" = 1'-0"A1DEMO REFLECTIVE CEILING PLAN
NO WORK IN THIS AREA
FLOOR PLAN GENERAL NOTES:
1. ALL DIMENSIONS TO FACE OF METAL STUD, FACE OF MASONRY, FACE OF CONCRETE, OR COLUMN CENTERLINE, UON.
2. PROVIDE CONTROL JOINTS IN INTERIOR AND EXTERIOR CMU WALLS EVERY 20' O.C. MAX, UON. MAINTAIN 2'-0" MINIMUM FROM JAMBS AT ALL OPENINGS.
3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. VERIFY FINAL CONTROL JOINT LOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTING WORK.
4. SEE KEY NOTES AND NOTES ON PLANS FOR SPECIFIC NOTES FOR EACH DRAWING AREA.
5. SEE PLUMBING, MECHANICAL, ELECTRICAL, FIRE PROTECTION, CIVIL AND STRUCTURAL DRAWINGS FOR RELATED WORK AND ADDITIONAL REQUIREMENTS.
6. COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS TO ENSURE PROPER ROUGH-IN CLEARANCES FOR INSTALLATION, USE AND MAINTENANCE.
7. ALL OPENINGS IN MASONRY WALLS ARE TO RECEIVE LINTEL OR BOND BEAM. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
8. PROVIDE SEALANT AT JUNCTION OF DIFFERENT MATERIALS UNLESS OTHER MEANS OF SEALING AND CLOSURE IS SPECIFIED.
9. INSTALL METAL "F" TRIM IN GWB WALL AT VERTICAL EDGE WHERE GWB WALL MEETS CMU WALL.
10. PROVIDE THOROUGH FINAL CLEANING THROUGHOUT INTERIOR PRIOR TO OWNER OCCUPANCY. INTERIOR CLEANING TO INCLUDE FLOORS, BASE, WALLS, WALL-MOUNTED EQUIPMENT, FIXTURES, FURNISHINGS, DOORS, WINDOWS, FRAMES, SILLS, CEILINGS, CEILING MOUNTED EQUIPMENT AND FIXTURES.
11. THE ANNULAR SPACE OF EACH PENETRATION OF EACH FLOOR ASSEMBLY IS TO BE FILLED WITH MATERIAL THAT IS TESTED FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS.
12. VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS WITH MANUFACTURER OR SUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT FOR INTERPRETATION.
13. ALL CORRIDOR WITHIN THE UNIT WILL RECEIVE NEW PAINT AND RUBBER BASE.
CEILING ALTERATION GENERAL NOTES:
1. USE OVERSIZE 2'x4' MATCHING CEILING PANEL CUT TO SIZE AT ROOM PERIMETER WHERE CEILING AND GRID LAYOUT RESULTS IN PANEL WIDTH LESS THAN 3 INCHES.
2. PAINT ALL EXPOSED GWB CEILINGS AND BULKHEADS.
3. MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND AV COMPONENTS ARE SHOWN FOR COORDINATION PURPOSES ONLY. SEE PLUMBING, ELECTRICAL, MECHANICAL, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF MECHANICAL, FIRE PROTECTION, ELECTRICAL, AND PLUMBING WORK ABOVE CEILING, IN ORDER TO PROVIDE FINISHED CEILINGS AT HEIGHTS REQUIRED ON CEILING PLAN.
5. SEE INTERIOR FINISHES SCHEDULE AND INTERIOR FINISHES PLANS ON I-SHEETS FOR ADDITIONAL CEILING INFORMATION AND REQUIREMENTS.
6. GWB CEILINGS TO BE 5/8" GWB ON 7/8" FURRING CHANNEL 24" OC PERPINDICULAR ON 1 1/2" 'C' CHANNEL HUNG AT 4" oc WITH hANGERS AT 4'-0" OC MAX.
7. ALL GWB CONTROL JOINTS ARE TO RUN HORIZONTALLY AS SHOWN ON REFLECTED CEILING PLANS AND VERTICALLY UP THE FACE OF THE BULKHEAD.
8. CENTER PENETRATIONS IN ACOUSTICAL CEILING SYSTEMS WITHIN INDIVIDUAL CEILING PANELS, SUCH AS SPRINKLER HEADS, DIFFUSERS, LIGHT FIXTURES, ETC. UON.
9. SUBMIT COORDINATION DRAWINGS AND LAYOUT FOR APPROVAL IN ALL AREAS WITH EXPOSED STRUCTURE PRIOR TO INSTALLATION.
REFLECTED CEILING PLAN SYMBOL LEGEND
CEILING HEIGHT ABOVE FINISH FLOOR
CEILING TAG
CJ
CONTROL JOINT
0'-0"
28'-10"
SPOT ELEVATION
REFER TO PLAN FOR SUSPENSION TYPE
GYB BOARD CEILING
ACOUSTIC CEILING TILE: 2'x2'
MECHANICAL RETURN REGISTER
MECHANICAL AIR SUPPLY DIFFUSER
MECHANICAL EXHAUST REGISTER
SMOKE DETECTOR
S
HEAT DETECTOR
H
EXIT LIGHT FIXTURE
EXIT DIRECTIONAL ARROW
HORN STROBE
HHHH
CEILING MOUNTED SPEAKER
SP
CEILING MOUNTED CARBON MONOXIDE DETECTOR
CO
SPRINKLER HEAD
HH
RECESSED LIGHT FIXTURE
DEMOLISHED ACOUSTIC CEILING TILE: 2'x2'
2'x4' 2'x2'
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919.8
33.3
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PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 3:25:28 PM
A100
KEY SHEET
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
TK
O S
uites U
pfit
5540 C
ente
rvie
w D
rive
Suite 2
00
Rale
igh,
NC
27606
A400
D1
A400
A1
A400
B5
NEW CONFERENCEROOM
LOBBYBREAK ROOM
KITCHENETTE
EXISTING OFFICE(NO WORK)
NO WORK IN THIS AREA
PT1
B1PT2
PT2
PT1
B1
PT1
B1
PT2
PT1
B1
PT1
B1
LVT1
WC1
B1LVT1
PT1PT2
02
02 02
04
03
03
03
A400B7
FLOOR PLAN GENERAL NOTES:
1. ALL DIMENSIONS TO FACE OF METAL STUD, FACE OF MASONRY, FACE OF CONCRETE, OR COLUMN CENTERLINE, UON.
2. PROVIDE CONTROL JOINTS IN INTERIOR AND EXTERIOR CMU WALLS EVERY 20' O.C. MAX, UON. MAINTAIN 2'-0" MINIMUM FROM JAMBS AT ALL OPENINGS.
3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. VERIFY FINAL CONTROL JOINT LOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTING WORK.
4. SEE KEY NOTES AND NOTES ON PLANS FOR SPECIFIC NOTES FOR EACH DRAWING AREA.
5. SEE PLUMBING, MECHANICAL, ELECTRICAL, FIRE PROTECTION, CIVIL AND STRUCTURAL DRAWINGS FOR RELATED WORK AND ADDITIONAL REQUIREMENTS.
6. COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS TO ENSURE PROPER ROUGH-IN CLEARANCES FOR INSTALLATION, USE AND MAINTENANCE.
7. ALL OPENINGS IN MASONRY WALLS ARE TO RECEIVE LINTEL OR BOND BEAM. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
8. PROVIDE SEALANT AT JUNCTION OF DIFFERENT MATERIALS UNLESS OTHER MEANS OF SEALING AND CLOSURE IS SPECIFIED.
9. INSTALL METAL "F" TRIM IN GWB WALL AT VERTICAL EDGE WHERE GWB WALL MEETS CMU WALL.
10. PROVIDE THOROUGH FINAL CLEANING THROUGHOUT INTERIOR PRIOR TO OWNER OCCUPANCY. INTERIOR CLEANING TO INCLUDE FLOORS, BASE, WALLS, WALL-MOUNTED EQUIPMENT, FIXTURES, FURNISHINGS, DOORS, WINDOWS, FRAMES, SILLS, CEILINGS, CEILING MOUNTED EQUIPMENT AND FIXTURES.
11. THE ANNULAR SPACE OF EACH PENETRATION OF EACH FLOOR ASSEMBLY IS TO BE FILLED WITH MATERIAL THAT IS TESTED FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS.
12. VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS WITH MANUFACTURER OR SUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT FOR INTERPRETATION.
13. ALL CORRIDOR WITHIN THE UNIT WILL RECEIVE NEW PAINT AND RUBBER BASE.
FINISHES SYMBOL LEGEND
CPT
FINISHES
PT
B
PT
FLOORING
WALL UON
BASEUON
ACCENT PAINT
FINISHES GENERAL NOTES:
1. SEE FLOOR PLANS FOR WALL TYPES.
2. SEE INTERIOR ELEVATIONS AND DETAILS FOR LOCATION OF CASEWORK AND WALL FINISH SELECTIONS NOT SHOWN ON PLAN.
3. WHERE PAINT IS INDICATED ON LEGEND, PROVIDE THE FOLLWING:FINISH LOCATIONEGGSHELL GWB WALLS, UONSEMI-GLOSS MASONRY WALLS, UONSEMI-GLOSS INTEROR FRAMESSATIN GLOSS RAILINGS
4. PAINT COLORS PROVIDED IN FINISHES LEGEND ARE FOR COLOR MATCH ONLY.
5. INTERIOR FINISHES INDICATED BY AREA UON.
6. INTERIOR FINISH ACCENTS INDICATED AT LOCATION BY SYMBOL, WITH LEADER DESIGNATION.
7. FOR CEILING FINISH AND COLORS REFER TO REFELCTED CEILING PLANS.
8. FOR INFORMATION ABOUT THRESHOLDS SEE DOOR SCHEDULE.
9. PAINT ALL STAIR STRINGERS, GUARDRAILS, HANDRAILS, BRACKETS AND UNDERSIDE OF STAIRS THROUGHOUT ALL THREE STAIRS.
FINISHES KEY:
LUXURY VINYL TILE
FLOOR PLAN KEY NOTES:
01
NOTE: NOT ALL KEY NOTES BELOW ARE APPLICABLE TO THIS SHEET. KEY NOTES SUPPLEMENT INFORMATION FOUND ELSEWHERE IN THE DRAWINGS. SEE SHEETS A-0.0 & A-0.1 FOR FLOOR PLAN GENERAL NOTES, PARTITION GENERAL NOTES, LEGENDS, AND ADDITIONAL REQUIREMENTS.
NO WORK IN THIS AREA
02 INSTALL NEW WALL BASE
03 NEW GWB AS NEEDED WHERE CASEWORK WAS DEMOLISHED. PATCH AND PAINT OR PREPARE FOR WALLCOVERING.
04 INSTALL RUBBER TRANSISTION STRIP.
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919.8
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PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 3:30:18 PM
A200
RENOVATION PLANS
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
TK
O S
uites U
pfit
5540 C
ente
rvie
w D
rive
Suite 2
00
Rale
igh,
NC
27606
1/8" = 1'-0"A1NEW RENOVATION FLOOR PLAN
INTERIOR FINISHES LEGEND
NUMBERCATEGORY NUMBER MANUFACTURER PATTERN/COLOR NOTES
ACT ACT1 ARMSTRONG 1911 ULTIMA BEVELED TEGULAR, 24"x24" NEW TEGULAR LAY- IN TILE
ACT ACT2 --- --- LAY-IN TILE SUPPLIED BY OWNER
BASE B1 FLEXCO TP BASE 2000; 024 STONE NEW BASE THROUGHOUT UNIT
GLASS FILM GF1 --- --- GLASS FILM FOR CONFERENCE ROOM;
LVT LVT1 INTERFACE LEVEL SET; NATURAL WOODGRAINS; A00208 SANDDUNE
NEW FLOORING FOR LOBBY &BREAKROOM
PL PL1 WILSONART FASHION GRAY D381-60 NEW CASEWORK FOR BREAK ROOM &KITCHENETTE
PL PL2 WILSONART WHITE CARRARA 4924-38 NEW COUNTERS FOR CASEWORK
PT PT1 SHERWIN WILLIAMS SW 6253 OLYMPUS WHITE FIELD PAINT
PT PT2 SHERWIN WILLIAMS SW 9176 DRESS BLUES ACCENT WALL PAINT
WALLCOVERING WC1 WOLF GORDON GOH 13906160; WESTMINSTER/COTTON VINYL WALLCOVERING FOR LOBBY
NO WORK IN THIS AREA
LOBBY
NEW
CONFERENCE
ROOM
BREAK
ROOM
KITCHENETTE
01
02
04
04
05 9' - 0"
9' - 0"
9' - 0"
9' - 0"
A400B7
CEILING ALTERATION GENERAL NOTES:
1. USE OVERSIZE 2'x4' MATCHING CEILING PANEL CUT TO SIZE AT ROOM PERIMETER WHERE CEILING AND GRID LAYOUT RESULTS IN PANEL WIDTH LESS THAN 3 INCHES.
2. PAINT ALL EXPOSED GWB CEILINGS AND BULKHEADS.
3. MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND AV COMPONENTS ARE SHOWN FOR COORDINATION PURPOSES ONLY. SEE PLUMBING, ELECTRICAL, MECHANICAL, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF MECHANICAL, FIRE PROTECTION, ELECTRICAL, AND PLUMBING WORK ABOVE CEILING, IN ORDER TO PROVIDE FINISHED CEILINGS AT HEIGHTS REQUIRED ON CEILING PLAN.
5. SEE INTERIOR FINISHES SCHEDULE AND INTERIOR FINISHES PLANS ON I-SHEETS FOR ADDITIONAL CEILING INFORMATION AND REQUIREMENTS.
6. GWB CEILINGS TO BE 5/8" GWB ON 7/8" FURRING CHANNEL 24" OC PERPINDICULAR ON 1 1/2" 'C' CHANNEL HUNG AT 4" oc WITH hANGERS AT 4'-0" OC MAX.
7. ALL GWB CONTROL JOINTS ARE TO RUN HORIZONTALLY AS SHOWN ON REFLECTED CEILING PLANS AND VERTICALLY UP THE FACE OF THE BULKHEAD.
8. CENTER PENETRATIONS IN ACOUSTICAL CEILING SYSTEMS WITHIN INDIVIDUAL CEILING PANELS, SUCH AS SPRINKLER HEADS, DIFFUSERS, LIGHT FIXTURES, ETC. UON.
9. SUBMIT COORDINATION DRAWINGS AND LAYOUT FOR APPROVAL IN ALL AREAS WITH EXPOSED STRUCTURE PRIOR TO INSTALLATION.
CEILING ALTERATION KEY NOTES:
02
NOTE: KEY NOTES SUPPLEMENT INFORMATION FOUND ELSEWHERE IN THE DRAWINGS. SEE PLANS FOR KEYED ITEM LOCATIONS. SEE SHEET A-0.0 FOR REFLECTED CEILING PLAN GENERAL NOTES, REFLECTED CEILING PLAN LEGEND AND FF&E LEGEND.
01 PROTECT EXISTING CEILING TILE TO REMAIN.
NEW ACT1 CEILING, INSTALLED AT EXISTING CEILING HEIGHT, UON.
03 ALIGN NEW GLASS WALL WITH FACE OF BULKHEAD, FINISH TO SEAMLESS SURFACE.
INSTALL NEW GYP CEILING AS INDICATED BY HATCHINSTALLED AT EXISTING CEILING HEIGHT, UON.
04
NEW ACT2 CEILING TILE INSTALLED AT EXISTING CEILING HEIGHT, UON.05
REFLECTED CEILING PLAN SYMBOL LEGEND
CEILING HEIGHT ABOVE FINISH FLOOR
CEILING TAG
CJ
CONTROL JOINT
0'-0"
28'-10"
SPOT ELEVATION
REFER TO PLAN FOR SUSPENSION TYPE
GYB BOARD CEILING
ACOUSTIC CEILING TILE: 2'x2'
MECHANICAL RETURN REGISTER
MECHANICAL AIR SUPPLY DIFFUSER
MECHANICAL EXHAUST REGISTER
SMOKE DETECTOR
S
HEAT DETECTOR
H
EXIT LIGHT FIXTURE
EXIT DIRECTIONAL ARROW
HORN STROBE
HHHH
CEILING MOUNTED SPEAKER
SP
CEILING MOUNTED CARBON MONOXIDE DETECTOR
CO
SPRINKLER HEAD
HH
RECESSED LIGHT FIXTURE
DEMOLISHED ACOUSTIC CEILING TILE: 2'x2'
2'x4' 2'x2'
A
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7605
919.8
33.3
737 .
W
WW
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NE
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PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 3:33:20 PM
A300
RENOVATION RCPS
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
TK
O S
uites U
pfit
5540 C
ente
rvie
w D
rive
Suite 2
00
Rale
igh,
NC
27606
1/8" = 1'-0"A1NEW REFLECTIVE CEILING PLAN
A400
G3
D3
A400
G5
D5
NEWCONFERENCE
ROOM
LOBBY
4'-5 1/2"
3'-0"
3'-0
"3
'-2
"
LVT
LVT
WP1
B1
PT2
WP1
B1
PT2
11
'-0 1
/2"
EXISTINGOFFICE (NO
WORK)
A400B7
3'-0"
9'-6 1/2"
9'-0
"
FULL HEIGHTPOSTLESS PIVOT DOOR
FULL HEIGHTFIXED GLASSPANEL
9' H CLEAR ANDONIZED FRAME
6'-0
"
4'-0
"
SEMI-TRANSPARENT PRIVACY FILM ADDED BY GLASS INSTALLERS
NEW SCONCES INSTALLED IN EXISTING LOCATIONS
WALLCOVERING [WC1]
NEW 4" RUBBER WALL BASE [B1]
A400
B2
A2
BREAKROOM
8'-0
"
1'-3"
PT2
PT1
B1LVT1
A400
A5
KITCHENETTEPT1
B1
PT2
4'-0"1'-9 1/2"
4"
3'-0
"
1'-6
"1
0"
LAMINATE COUNTERTOPS W/ 4'' BACKSPLASH [PL1]
NEW LAMINATE CASEWORK [PL2]
NEW RUBBER BASE [B1]
ACCENT PAINT [PT2]
33" DOUBLE BOWL SINK W/NEW CHROME FAUCET
36" WOOD FLOATING SHELVES
3'-0"
2"
LAMINATE COUNTERTOPS W/ 4'' BACKSPLASH [PL1]
NEW LAMINATE CASEWORK [PL2]
NEW RUBBER BASE [B1]
ACCENT PAINT [PT2]
21" SINGLE BOWL SINK W/NEW CHROME FAUCET
1'-6
"1
0"
3'-0
"6
'-0
"
9'-0
"
48" WOOD FLOATING SHELVES
4'-0"
3'-6
"
8'-0"
GYP [PT1]
LAMINATE 15" DEEP COUNTER W/4" BACKSPLASH[PL1]
NEW RUBBER BASE [B1]
COUNTERTOP BRACKETS
ADDITIONAL METAL SUPPORT FOR COUNTERTOP
WALLCOVERING [WC1]
NEW 4" RUBBER WALL BASE [B1]
NEW SCONCES INSTALLED IN EXISTING LOCATIONS
6" 10'-6 1/2"
2'-4
"4
"1
0"
3'-6
"
PL1
3'-0
"3
'-6
"
4'-3"
1'-6"2'-9"
NEW 4'' RUBBERWALL BASE [B1]
NEW LAMINATE CASEWORK [PL1]
NEW MAIL SORTERCASEWORK
1'-0"
4"
9"
PAINT [PT1]
2'-6
"
FILLER 1'-3" 1'-3"3'-2" 3'-2" 1'-3" FILLER
1'-0
"
2'-4
"
6"
10'-6 1/2"
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503-3
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, N
C 2
7605
919.8
33.3
737 .
W
WW
.DA
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KA
NE
.CO
M
PROJECT INFORMATION
SEALS
A
NE
K
RCHA I
ECT
T
S,P.A.A
VI
DS
H,GILAR
EN.C
.
ARCITH E TURAL
REG
STIERED
COROR
PATION
HTRO
N ANIOR LAC
C
50304
M.
ARCITH
ETRE
GSTIERED
C
5698
EVI
K
N AN
E
K
H,GILAR
EN.C
.HTRO
N ANIOR LAC
REVISIONS
These drawings are the property of Davis Kane Architects, P.A. They may not be reused for any purpose without written permission.
Copyright © 2018 by Davis Kane Architects, P.A. All rights reserved.
DKA JOB NUMBER
DATE ISSUED
SHEET TITLE
Drawn By:
Plot Date:
PA:
PM:
KEVIN KANE
FOR REVIEW ONLY
FOR REVIEW ONLY
H
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8
9/13/2021 3:37:10 PM
A400
ENLARGE PLANS &ELEVATIONS
Author
VM
08/23/2021
CONSTRUCTIONDOCUMENTS
2108
TK
O S
uites U
pfit
5540 C
ente
rvie
w D
rive
Suite 2
00
Rale
igh,
NC
27606
1/4" = 1'-0"D1NEW FRONT LOBBY
3/8" = 1'-0"G3NEW CONFERENCE RM GLASS WALL SYSTEM
3/8" = 1'-0"D3LOBBY - WEST - GUEST SEATING
3/8" = 1'-0"A1NEW BREAKROOM
3/8" = 1'-0"B5NEW KITCHENETTE
3/8" = 1'-0"A5KITCHENETTE ELEVATION
3/8" = 1'-0"B2BREAKROOM ELEVATION - SOUTH
3/8" = 1'-0"A2BREAKROOM ELEVATION - EAST
3/8" = 1'-0"D5LOBBY - EAST - RECEPTION DESK
3/8" = 1'-0"G5COPY ROOM / MAIL SORTING
3/8" = 1'-0"B7LOBBY - WEST - RECEPTION DESK
E1 FIRE ALARM DEMOLITION PLAN1/8" = 1'-0"
A1 FIRE ALARM RENOVATION PLAN1/8" = 1'-0"
···
·
·
···
·
·
A5 PARTIAL FIRE ALARM RISER AND NOTESNO SCALE
E5 FIRE ALARM DEVICE INSTALLATION DETAILNOT TO SCALE
These drawings are the property of Davis KaneArchitects, P.A. They may not be reused for anypurpose without written permission.
Copyright 2021 by Davis Kane Architects, P.A.All rights reserved.
C
08/23/2021
DATE ISSUED
SHEET TITLE
REVISIONS
DKA JOB NUMBER
2108
SEALS
ARC
HIT
ECTU
RE
. P
LAN
NIN
G .
IN
TER
IOR
S
503-
300
OBER
LIN
ROAD
, RAL
EIGH
, NC
2760
591
9.83
3.37
37 .
WW
W.D
AVIS
KANE
.COM
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
E
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H
A
B
C
D
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F
G
H
PROJECT INFORMATION
Checked By:Drawn By:
5540
Cen
terv
iew
Driv
e
TKO
Sui
tes
Upf
it
Suite
200
Ral
eigh
, NC
276
06
CONSTRUCTIONDOCUMENTS
FIRE AALRM PLANRISER, NOTES
DETAIL, LEGEND
SPSP
FA100
E1 LIGHTING DEMOLITION PLAN1/8" = 1'-0" E5 POWER DEMOLTION PLAN
1/8" = 1'-0"
A1 LIGHTING RENOVATION PLAN1/8" = 1'-0" A5 POWER RENOVATION PLAN
1/8" = 1'-0"
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These drawings are the property of Davis KaneArchitects, P.A. They may not be reused for anypurpose without written permission.
Copyright 2021 by Davis Kane Architects, P.A.All rights reserved.
C
08/23/2021
DATE ISSUED
SHEET TITLE
REVISIONS
DKA JOB NUMBER
2108
SEALS
ARC
HIT
ECTU
RE
. P
LAN
NIN
G .
IN
TER
IOR
S
503-
300
OBER
LIN
ROAD
, RAL
EIGH
, NC
2760
591
9.83
3.37
37 .
WW
W.D
AVIS
KANE
.COM
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
PROJECT INFORMATION
Checked By:Drawn By:
5540
Cen
terv
iew
Driv
e
TKO
Sui
tes
Upf
it
Suite
200
Ral
eigh
, NC
276
06
CONSTRUCTIONDOCUMENTS
LIGHTING PLANPOWER PLAN
SPSP
E100
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A3 FIXTURE SCHEDULENO SCALE
These drawings are the property of Davis KaneArchitects, P.A. They may not be reused for anypurpose without written permission.
Copyright 2021 by Davis Kane Architects, P.A.All rights reserved.
C
08/23/2021
DATE ISSUED
SHEET TITLE
REVISIONS
DKA JOB NUMBER
2108
SEALS
ARC
HIT
ECTU
RE
. P
LAN
NIN
G .
IN
TER
IOR
S
503-
300
OBER
LIN
ROAD
, RAL
EIGH
, NC
2760
591
9.83
3.37
37 .
WW
W.D
AVIS
KANE
.COM
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
PROJECT INFORMATION
Checked By:Drawn By:
5540
Cen
terv
iew
Driv
e
TKO
Sui
tes
Upf
it
Suite
200
Ral
eigh
, NC
276
06
CONSTRUCTIONDOCUMENTS
LEGEND, NOTESFIXTURE SHCEDULE
SPSP
E200