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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017c PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE01/31/2017410 Blackwell Street, Suite 410 Durham, NC 27701 T: 919.474.2500
3/6/2017 10:08:24 AMC:\Users\rstone.CORP\Documents\513474200-CUAB-A-v16_rstone.rvt
513-4742-0001/31/17 CSCOVER SHEETCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA MC, EH, JR, ADC
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DISCIPLINE DESIGNATOR SHEET TYPE DESIGNATOR SHEET SUB-TYPE DESIGNATOR SHEET SEQUENCE NUMBER /BUILDING LEVEL AREA / SEGMENT INDICATORCSCOVER SHEET GGENERAL / LIFE SAFETY CCIVIL LLANDSCAPE AARCHITECTURE SSTRUCTURAL PPLUMBING FFIRE PROTECTION MMECHANICAL EELECTRICAL TTELECOM / DATA XOTHER DISCIPLINES0GENERAL INFORMATION 1PLANS 2ELEVATIONS 3SECTIONS 4ENLARGEMENTS 5DETAILS 6-9(VARIES BY DISCIPLINE)
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DISCIPLINE DESIGNATORSSHEET TYPE DESIGNATORSw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017c PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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ACDEF
01/31/2017410 Blackwell Street, Suite 410 Durham, NC 27701 T: 919.474.2500
3/6/2017 12:17:29 PMC:\Users\rstone.CORP\Documents\513474200-CUAB-A-v16_rstone.rvt
513-4742-0001/31/17 G0.0.1GENERALINFORMATION AND SHEET INDEXCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA MC, EH, JR, ADC
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Sheet NumberSheet NameCurrentRevision 09 - STRUCTURAL S0.0.1GENERAL NOTES S0.0.2STATEMENT OF SPECIAL INSPECTIONS S1.0.1FOUNDATION PLAN S1.0.22nd FLOOR FRAMING PLAN S1.0.3ROOF FRAMING PLAN S1.0.4HIGH ROOF FRAMING PLANS S2.0.1ELEVATIONS S3.0.1FOUNDATION DETAILS S3.0.2FOUNDATION DETAILS S3.0.3FOUNDATION DETAILS S3.1.1FLOOR FRAMING DETAILS S3.1.2FLOOR FRAMING DETAILS S3.1.3FLOOR FRAMING DETAILS S3.2.1ROOF FRAMING DETAILS S3.2.2ROOF FRAMING DETAILS S3.2.3ROOF FRAMING DETAILS 10 - Plumbing P0.1.0PLUMBING NOTES, SYMBOLS, AND ABBREVIATIONS P1.1.1UNDERSLAB - SANITARY DRAIN, VENT & STORM P1.1.2LEVEL 01 - SANITARY DRAIN, VENT & STORM P1.1.3LEVEL 02 - SANITARY DRAIN, VENT & STORM P1.1.4ROOF - SANITARY DRAIN, VENT & STORM P1.2.1LEVEL 01 - DOMESTIC P1.2.2LEVEL 02 - DOMESTIC P1.2.3ROOF - DOMESTIC P2.1.1DOMESTIC WATER RISER DIAGRAM P2.1.2SANITARY AND VENT RISER DIAGRAM P2.1.3STORM RISER DIAGRAM P5.1.0PLUMBING DETAILS P5.2.0PLUMBING DETAILS P6.1.0PLUMBING SCHEDULES 11 - Fire Protection FP0.1.0FIRE PROTECTION NOTES, SYMBOLS, AND ABBREVIATIONS FP1.1.1LEVEL 01- FIRE PROTECTION FP1.1.2LEVEL 02 - FIRE PROTECTION FP1.1.3ROOF - FIRE PROTECTION 12 - Mechanical M0.0.1MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONS M1.1.1MECHANICAL HVAC FLOOR PLAN - LEVEL 1 M1.1.2MECHANICAL HVAC FLOOR PLAN - LEVEL 2 M1.1.3MECHANICAL HVAC FLOOR PLAN - LEVEL 3 M1.2.1MECHANICAL AIR BALANCE SHEET - LEVEL 1 M1.2.2MECHANICAL AIR BALANCE SHEET - LEVEL 2 M5.1.1MECHANICAL DETAILS M5.1.2MECHANICAL DETAILS M6.1.1MECHANICAL SCHEDULES M8.1.1MECHANICAL SCHEMATICS 13 - Electrical E0.0.1ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.0.2ELECTRICAL NOTES E1.0.1ELECTRICAL SITE PLAN E1.1.1ELECTRICAL FIRST FLOOR POWER PLAN E1.1.2ELECTRICAL SECOND FLOOR POWER PLAN E1.1.3ELECTRICAL ROOF POWER PLAN E1.2.1ELECTRICAL FIRST FLOOR LIGHTING PLAN E1.2.2ELECTRICAL SECOND FLOOR LIGHTING PLAN E1.2.3ELECTRICAL ROOF LIGHTING PLAN E1.3.1ELECTRICAL FIRST FLOOR SPECIAL SYSTEMS PLAN E1.3.2ELECTRICAL SECOND FLOOR SPECIAL SYSTEMS PLAN E1.3.3ELECTRICAL ROOF SPECIAL SYSTEMS PLAN E4.1.1ELECTRICAL ENLARGED PLANS E5.1.1ELECTRICAL DETAILS E5.1.2ELECTRICAL DETAILS E5.2.1ELECTRICAL FIRE ALARM DETAILS E5.3.2TELECOMMUNICATIONS DETAILS E6.1.1ELECTRICAL SCHEDULES E6.1.2ELECTRICAL PANELBOARD SCHEDULES E6.1.3ELECTRICAL PANELBOARD SCHEDULES E6.1.4ELECTRICAL PANELBOARD SCHEDULES E7.1.1ELECTRICAL SINGLE LINE DIAGRAM E7.1.2ELECTRICAL FIRE ALARM RISER DIAGRAM E7.1.3ELECTRICAL TELECOMMUNICATIONS RISER DIAGRAM
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NO.REASONDATE
Lighting schedule (each fixture type)
Method of Compliance:
ELECTRICAL SYSTEM AND EQUIPMENT
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
Thermal Zone
Interior design conditions
Building heating load
Building cooling load
Mechanical Spacing Conditioning System
List equipment efficiencies
ENERGY REQUIREMENTS:
ENERGY SUMMARY
THERMAL ENVELOPE
Method of Compliance:
Roof/ceiling Assembly (each assembly)
Exterior Walls
Climate Zone:
SPECIAL APPROVALS
ACCESSIBLE PARKING
PLUMBING FIXTURE REQUIREMENTS
STRUCTURAL DESIGN
SOIL BEARING CAPACITIES:
LATERAL DESIGN CONTROL:
SEISMIC DESIGN CATEGORY:
Wind Load:
Ground Snow Load:
DESIGN LOADS:
Live Load:
LIFE SAFETY SYSTEM REQUIREMENTS
FIRE PROTECTION REQUIREMENTS
ALLOWABLE HEIGHT
Mixed Occupancy:
Special Provisions:
Special Uses:
Primary Occupancy:
ALLOWABLE AREA
Gross Building Area (sq. ft.): 13,443 sf
Building Height:
Fire District:
Standpipes:
Sprinklers:
Construction Type:
BASIC BUILDING DATA
2012 EDITION OF NC CODE FOR:
LEAD DESIGN PROFESSIONAL:
2012 APPENDIX B
FOR ALL COMMERCIAL PROJECTS
total interior wattage specified vs. allowed (whole building or space by space)
total exterior wattage specified vs. allowed
total wattage per fixture
number of ballasts in fixture
ballast type used in the fixture
number of lamps in fixture
Lamp type required in fixture
PerformancePrescriptive
winter dry bulb
summer dry bulb
winter dry bulb
summer dry bulb
relative humidity
Unitary
description of unit
heating efficiency
cooling efficiency
size category of unit
No Change to Building System
Prescriptive (Energy Code)
Description of assembly
Description of assembly
Prescriptive (ASHRAE 90.1)Performance (Energy Code)
No Change to Building Envelope
Special Approval: (Local Jurisdiction, Department of Insurance, ICC, etc., describe below)
8' ACCESS
AISLE
LOT OR PARKING
AREA
TOTAL
VAN SPACES WITHREGULAR
WITH 5'
ACCESS AISLE
PROVIDEDREQUIRED
TOTAL # OF PARKING SPACES TOTAL #
ACCESSIBLE
PROVIDED
# OF ACCESSIBLE SPACES PROVIDED
SHOWERS/
TUBS
DRINKING FOUNTAINSLAVATORIESURINALSWATER CLOSETS
MALE FEMALE MALE FEMALE REGULAR ACCESSIBLE
USE
Pile size, type, and capacity
Presumptive Bearing Capacity
Field Test (provide copy of test report)
WindEarthquake
DynamicEquivalent Lateral ForceSimplified
Yes NoArchitectural, Mechanical, Components anchored ?
Analysis Procedure
Seismic Base Shear: V =
Moment Frame Inverted Pendulum
Dual w/ Intermediate R/C or Special SteelBuilding Frame
Bearing Wall Dual w/ Special Moment Frame
S1 %gSs %g
Basic Structural System (check one)
Site Classification (Table 1613.5.2)
Spectral Response Acceleration
Occupancy Category (Table 1604.5)
Provide the following Seismic Design Parameters:
BA
Vx =Vy =Wind Base Shears (for MWFRS)
Basic Speed
Exposure Category:
Mezzanine
Floor
Roof
Panic Hardware:No Yes
Smoke Detection Systems:No Yes
Fire Alarm:No Yes
Emergency Lighting:No Yes
YesNoExit Signs:
* Indicate section number permitting reduction
Tenant Separation
Smoke Barrier Separation
Party/Fire Wall Separation
Occupancy Separation
Corridor Separation
Shafts - Other
Shafts - Exit
beams and joists
including supporting
Roof Construction
beams and joists **
including supporting
Floor Construction
Interior Walls and Partitions
South
West
East
North
Exterior
and Partitions
Nonbearing walls
Interior
South
West
East
North
Exterior
Bearing Walls
girders, trusses
including columns,
Structural Frame,
JOINTS
RATED
FOR
DESIGN #DESIGN #
FOR
RATED
ASSEMBLY
PENETRATION
RATED
DESIGN # FORDETAIL #
AND
SHEET #
REQ'D
REDUCTION)
(W/ *
PROVIDED
RATINGBUILDING ELEMENT
(FEET)
DISTANCE
SEPARATION
FIRE
Life Safety Plan Sheet #, if provided
Type
Feet=H+20'=
Type
StoriesStories+1=
Feet
StoriesBuilding Hgt. in Stories
Building Hgt. in Feet
SPRINKLERS
Type of Construction
SHOWN ON PLANS
REFERENCE
CODE
(TABLE 503)
ALLOWABLE INCREASE FOR
5
4
3
2
1
b.
a.
e.
d.
c.
b.
a.
control towers must comply with 412.1.2.
The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic
Maximum Building Area = total number of stories in the building x E (506.4).
Unlimited area applicable under conditions of Section 507
Single story building Is = 300 percent
Multi-story building Is = 200 percent
The sprinkler increase per Section 506.3 is as follows:
Percent of frontage increase I = 100 [F/P - 0.25] x W/30 = (%)
W = Minimum width of public way = (W)
Ratio (F/P) = (F/P)
Total Building Perimeter = (P)
Perimeter which fronts a public way or open space having 20 feet minimum with = (F)
Frontage area increases from Section 506.2 are computed thus:
4321
5
STORY NO.
AND USE
DESCRIPTION
(ACTUAL)
PER STORY
BLDG. AREA
(A)
AREA
TABLE 503
(B)
INCREASE
OPEN SPACE
AREA FOR
(C)
AREA
BUILDING
MAXIMUM
(F)
UNLIMITED
AREA OR
ALLOWABLE
(E)
INCREASE
SPRINKLER
AREA FOR
(D)
=+< 1.00_
_< 1+Actual Area of Occupancy B
Allowable Area of Occupancy BAllowable Area of Occupancy A
Actual Area of Occupancy A
Separated Mixed Occupancy (508.4) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided
by the allowable floor area for each use shall not exceed 1.
Non-Separated Mixed Occupancy (508.3)
The required type of construction for the building shall be determined by applying the height and area limitations for each of the
applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire
building.
Exception:Separation: Hr.YesNo
5
RepairUtility and Miscellaneous OpenParking Garage Enclosed
S-2 Low High-piledStorageS-1 Moderate
R-4R-1 R-2 R-3MercantileResidential
4123I-3 Use Condition
I-1Institutional I-4I-3I-2
F-2 Low
H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous
Business
A-5
H-1 Detonate
F-1 ModerateFactoryEducational
A-4A-3A-2A-1Assembly
TOTAL
Basement
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
UPFITNEWEXISTINGFLOOR
Feet
No Yes (Primary)
DryWetIIIIIClass:IYesNo
NFPA 13DNFPA 13RNFPA 13YesNo
(check all that apply)I-B II-B III-B
V-AIVIII-AII-AI-A
AlterationUpfitRenovation (Existing Bldg.)New Construction
E-MAILPHONE #LICENSE #NAMEFIRM
Retaining walls > 5' high
Structural
Sprinkler-Standpipe
Mechanical
Plumbing
Fire Alarm
Electrical
Civil
Architectural
DESIGNER
Phone #
CountyCity
StatePrivateCity/County
Code Enforcement Jurisdiction:
Owned By:
Owner or Authorized Agent:
Proposed Use:
Address:
Name of Project:
Feet
FLOOR EXISTING NEW
14th Floor
13th Floor
12th Floor
11th Floor
10th Floor
9th Floor
8th Floor
7th Floor
REN0/RENO/
UPFIT
=
** Ceiling panels are not a part of floor assembly.
No Change to Building Structural Design
x yV =
Reconstruction
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.
ACADEMIC CIRCLE, CAMPBELL UNIVERSITY, BUIES CREEK, NC 27506
4A
21.9 F
97.0 F
70 F
75 F
50%
559.9 MBH
53.4 TONS
SEE MECHANICAL SCHEDULES
.
.
.
SEE SHEET A0.3.0 FOR ROOF ASSEMBLIES
SEE SHEET A0.2.0 FOR EXTERIOR WALL ASSEMBLIES
0 HR
N.R.
N.R.
N/A
N/A
1 HR1 HR
0/N.C.0/N.C.
> 30'
> 30'
> 30'
> 30'
0/N.C.
> 30'
> 30'
> 30'
> 30'
NAN/A
0 HR0 HR
24
75
3
55
IIBIIB .
.
.
.
.
.
-
Admissions N/A 012
41 K
.
59 K 76 K
46,000N/A23,0007,168B-OfficesLEVEL1
.
6,275
7,168
N/A
53
41K
.
(Table 2902.1)
f
Other
Addition Repair
CONSTRUCTED: (date)
RENOVATED: (date)
ORIGINAL USE(S): (ch.3):
CURRENT USE(S) (ch.3):
PROPOSED USE(S): (ch.3)
V-B
Flood Hazard Area:No Yes
State
CAMPBELL UNIVERSITY ADMISSIONS BUILDING
OFFICE, UNIVERSITY ADMINISTRATION
JIM ROBERTS, CAMPBELL UNIVERSITY -
Little Diversified Architectural Consulting
B
-
-
50'
Accessory Occupancy:
Incidental Uses:
Furnace room where any piece of equipment is over 400,000 Btu per hour input
Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower
Refrigerant machine room
Hydrogen cutoff rooms, not classified as Group H
Incinerator rooms
Paint shops not classified as Group H , located in occupancies other than Group F
Laboratories and vocational shops, not classified as Group H, located in a Group E or I-2 occupancy
Laundry rooms over 100 square feet
Group I-3 cells equipped with padded surfaces
Group I-2 waste and linen collection rooms over 100 sqaure feet
Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons, or a
lithium-ion capacity of 1,000 pounds used for facility standby power or uninterrupted power Supplies.
Rooms containing fire pumps
Group I-2 storage rooms over 100 square feet
Group I-2 Commercial kitchens
Group I-2 laundries equal to or less than 100 square feet
Group I-2 rooms or spaces that contain fuel-fired heating equipment
Waste and linen collection rooms over 100 sqaure feet
402
-
LEVEL 2 B-Offices 6,275 23,000 N/A 46,000
LIFE SAFETY PLAN REQUIREMENTS
Life Safety Plan Sheet #
Fire and/or smoke rated wall locations (chapter 7)
0/N.C.
0/N.C.
0/N.C.
0/N.C.
0/N.C.
1 HR1 HR
NR
__________
EXISTING
NEW
REQUIRED
4 24
3 23
138,000
NAN/A
0/N.C.0/N.C.
0 HR0 HR
0 HR
13,443 SF
N.R.
Walls below grade (each assembly)
Partial
5
RepairUtility and Miscellaneous OpenParking Garage Enclosed
S-2 Low High-piledStorageS-1 Moderate
R-4R-1 R-2 R-3MercantileResidential
4123I-3 Use Condition
I-1Institutional I-4I-3I-2
F-2 Low
H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous
Business
A-5
H-1 Detonate
F-1 ModerateFactoryEducational
A-4A-3A-2A-1Assembly
(Table 508.2.5)
403 404 405 406 407 408 409 410
411 412 413 414 415 416 417 418 419
420 421 422 423 424 425 426 427
509.2 509.3 509.4 509.5 509.6 509.7 509.8 509.9
Incidental Use Separation (508.2.5)
This separation is not exempt as a Non-Separated Use (see exceptions)
Incidental Use Separation 1 HR
Partial
Assumed and real property line locations
Exterior wall opening area with repect to distance to assumed property lines (706.8)
Existing Structures within 30' of the proposed building
Occupancy types for each area as it related to occupant load calculation (Table 1004.1.1)
Occupant loads for each area
Exit access travel distances (1014.3 & 1028.8)
Dead end lengths (1018.4)
Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accomodate based on egress width (1005.1)
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 (1008.1.10)
Location of doors with delayed egress locks and the amount of delay (1008.1.9.7)
Location of doors with electronmagnetic egress locks (1008.1.9.8)
Location of doors with hold-open devices
Location of emergency escape windows (1029)
The square footage of each smoke compartment (407.4)
Note any code exceptions or table notes that may have been utilized regarding the items above
ACCESSIBLE DWELLING UNITS (SECTION 1107)
TOTAL
UNITS
ACCESSIBLE
UNITS
REQUIRED
ACCESSIBLE
UNITS
PROVIDED
TYPE A
UNITS
REQUIRED
TYPE A
UNITS
PROVIDED
TYPE B
UNITS
REQUIRED
TYPE B
UNITS
PROVIDED
TOTAL
ACCESSIBLE
UNITS PROVIDED
--------
132" ACCESS
AISLE
0 1 1
Importance
Factors:Snow (I )
Seismic (I )
Wind (I )W
S
E
1.0
1.0
1.0
20
NA
SEE S0.0.1
psf
psf
psf
psf
15
mph (ASCE-7)95
B
C D
III III IV
17.9 8.5
BA C D E F
Data Source:Field Test Presumptive Historical Data
psf3000
psf-
-
SPECIAL INSPECTIONS REQUIRED:Yes No
0
Max 1/2 WC
2
2
-
0
2 Total
2 Total
1 of 2
Min. 1 of 2
SPACE
3 4 5
Performance (ASHRAE 90.1)
Description of assembly N/A
Floors over unconditioned space (each assembly)
Description of assembly N/A
Floors slab on grade
Description of assembly SEE SHEET A0.3.0 FOR SLAB ON GRADE ASSEMBLIES
MECHANICAL SUMMARY
Boiler
size category. If oversized, state reason N/A
Chiller
size category. If oversized, state reason N/A
ELECTRICAL SUMMARY
Energy Code:
PerformancePrescriptiveASHRAE 90.1:
Additional Prescriptive Compliance
506.2.6 Automatic daylighting control systems
506.2.5 On-site supply of renewable energy
506.2.4 Higher Efficiency service water heating
506.2.3 Energy Recovery Ventilation Systems
506.2.2 Reduced lighting power density
506.2.1 More efficient mechanical equipment
N.C.= Non Combustible
N.R.= Not Required
N/A = Not Applicable
S = Section
T = Table
n/a
Little
RMF
RMF
RMF
RMF
RMF
Stewart Engineering
Little
Surface 678
n/a
Sarah Musser
Blake Smith
David Rittlinger
Blake Smith
Alan Cave
Alan Cave
Roy Lorenzen
Will Harrison
Walter Havener
n/a
031551
041471
032578
041471
027341
027341
15834
11896
593
n/a
919-474-2500
919-941-9876
919-941-9876
919-941-9876
919-941-9876
919-941-9876
919-866-4813
919-474-2500
919-419-1199
n/a
sarah.musser@littleonline.com
blake.smith@rmf.com
david.rittlinger@rmf.com
blake.smith@rmf.com
alan.cave@rmf.com
alan.cave@rmf.com
RLorenzen@stewartinc.com
wharrison@littleonline.com
whavener@surface678.com
2017
69,000
69,000
G1.1.1, G1.1.2
G1.1.1, G1.1.2
1 HR (S 508.2.5)
SEE MECHANICAL SCHEDULES
SEE ELECTRICAL SCHEDULES
xS3A /
A0.1.0
xGxA / A0.1.0
UL U469
UL U419 UL W-L-8019 WHI-647-3024
UL W-L-8019 WHI-647-3024
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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2
0
1
7
1
0
:
3
8
:
5
2
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1
3
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7
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2
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B
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513-4742-00
01/31/17
G0.0.2
BUILDING CODE
SUMMARY
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
BUILDING CODE SUMMARY
NOTE: ELECTRICAL ROOM USES U411
NO.REASONDATE
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
/
2
0
1
7
1
0
:
3
8
:
5
4
A
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1
3
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7
4
2
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U
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B
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513-4742-00
01/31/17
G0.1.0
FIRE RESISTANCE
DESIGNS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
NO.REASONDATE
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
4245 North Fairfax Drive
Arlington, VA 22203
T: 703.908.4501
3/
2
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2
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1
7
1
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:
3
8
:
5
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B
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513-4742-00
01/31/17
G0.1.1
FIRE RESISTANCE
DESIGN
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
NO.REASONDATE
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
4245 North Fairfax Drive
Arlington, VA 22203
T: 703.908.4501
3/
2
/
2
0
1
7
1
0
:
3
9
:
0
0
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B
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513-4742-00
01/31/17
G0.1.2
FIRE RESISTANCE
DESIGN
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
NOTE: SEE HEAD
OF WALL DETAIL-
DEFLECTION
TRACK ON A0.1.0
NO.REASONDATE
R
3
1
2 4
7
5 6 9 108 11 12
A
B
C
D
F
E
G
J
L
K
M
N
O
TRAVEL PATH: 143'
E
X
I
T
R
E
M
O
T
E
N
E
S
S
:
6
7'
1/3 D = 45'
M
A
X DIA
G
O
N
A
L: 135'
PANIC
ACCESS
REQUEST
Yes
No
No
68"
0.2"
340
35
PANIC
ACCESS
REQUEST
Yes
No
No
68"
0.2"
340
35
PANIC
ACCESS
REQUEST
Yes
No
No
68"
0.2"
340
35
PANIC
ACCESS
REQUEST
Yes
No
No
34"
0.2"
170
66
FIRE
PUMP
108
PANIC
ACCESS
REQUEST
No
No
No
0.2"
31.47 SF
UTILITY (U)
300.00 SF
77.12 SF
UTILITY (U)
300.00 SF 123.12 SF
UTILITY (U)
300.00 SF
201.19 SF
ASSEMBLY <750 SF (B)
100.00 SF
188.75 SF
ASSEMBLY <750 SF (B)
100.00 SF
181.48 SF
ASSEMBLY <750 SF (B)
100.00 SF
143.34 SF
UTILITY (U)
300.00 SF
6221.74 SF
BUSINESS (B)
100.00 SF
PANIC
ACCESS
REQUEST
No
No
No
0.2"
PANIC
ACCESS
REQUEST
No
No
No
34"
0.2"
170
35
PANIC
ACCESS
REQUEST
Yes
No
No
68"
0.2"
340
35
48"
0.3"
160
31
A.1
A.2
3.22.9 7.8
•FLOOR OPENINGS PROVIDED PER SECTION 708.2 EXCEPTION 7 FOR
OCCUPANCIES OTHER THAN I-2 AND I-3.
•OPEN STAIR PROVIDED FOR EGRESS PER SECTION 1022.1 EXCEPTION 8
FOR STAIRS OPEN TO NO MORE THAN 2 LEVELS.
CLEAR OPENING WIDTH
EXIT EGRESS DEAD END DISTANCE
OVERALL DIAGONAL DISTANCE
CARD READERCR
PANIC
ACCESS
REQUEST
34"
Yes
No
0.2"
170
75
No
34"
0.2"
170
75
CLEAR WIDTH PER OCCUPANT
OCCUPANT CAPACITY
ACTUAL OCCUPANT LOAD
PANIC HARDWARE
ACCESS CONTROL DEVICE
(E.G. CARD READER)
CLEAR STAIR WIDTH
CLEAR WIDTH PER OCCUPANT
OCCUPANT CAPACITY
ACTUAL OCCUPANT LOAD
EXIT REMOTENESS DISTANCE
OVERALL DIAGONAL DIMENSION - 14'
DISTANCE BETWEEN EXITS - 14'
EXIT EGRESS COMMON PATH
EXIT EGRESS DISTANCE
TRAVEL DISTANCE SHOWN: 000'
TRAVEL DISTANCE SHOWN: 000'
Area Name
150.00 SF
100.00 SF
AREA
LOAD FACTOR
ILLUMINATED EXIT SIGN
REQUEST TO EXIT
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
/
2
0
1
7
1
0
:
3
9
:
0
8
A
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C
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n
ts
\
5
1
3
4
7
4
2
0
0
-
C
U
A
B
-
A
-
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1
6
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513-4742-00
01/31/17
G1.1.1
LIFE SAFETY PLAN -
LEVEL 01
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"G1.1.1
1 LEVEL 01
CODE REFERENCES
AREA SCHEDULE
NameAreaLoad FactorOccupants
ASSEMBLY <750 SF (B)201.19 SF100.00 SF2.011931
ASSEMBLY <750 SF (B)188.75 SF100.00 SF1.887507
ASSEMBLY <750 SF (B)181.48 SF100.00 SF1.814818
BUSINESS (B)6221.74 SF100.00 SF62.217388
UTILITY (U)31.47 SF300.00 SF0.104905
UTILITY (U)77.12 SF300.00 SF0.25708
UTILITY (U)123.12 SF300.00 SF0.410395
UTILITY (U)143.34 SF300.00 SF0.477795
7168.22 SF69.181818
LIFE SAFETY SYMBOLS
NO.REASONDATE
UP
R
WS
3
1
2 4
7
5 6 9 108 11 12
A
B
C
D
F
E
G
J
L
K
M
N
O
1/3 D = 4
1'
M
A
X. DIA
G
O
N
A
L (
D
) = 12
3'
1
/
3
D
=
4
1
'
E
X
I
T
S
E
P
A
R
A
T
I
O
N
=
4
7
'
OPEN
TO
BELOW
4'5"
0.3"
160
31
AREA OF
REFUGE
399.31 SF
ASSEMBLY <750 SF (B)
100.00 SF
3812.27 SF
BUSINESS (B)
100.00 SF
82.62 SF
UTILITY (U)
300.00 SF
79.20 SF
UTILITY (U)
300.00 SF
108.31 SF
UTILITY (U)
300.00 SF
CO
M
M
O
N
P
A
T
H
:
1
2
'
100.00 SF
300.00 SF
Calculating...
OPEN
TO
BELOW
OPEN
TO
BELOW
OPEN
TO
BELOW
48"
0.3"
160
31
PANIC
ACCESS
REQUEST
No
No
No
0.2"
PANIC
ACCESS
REQUEST
No
No
No
34"
0.2"
170
20
PANIC
ACCESS
REQUEST
No
No
No
0.2"
TRAVEL PATH: 143'
1792.77 SF
BUSINESS (B)
100.00 SF
A.1
A.2
3.22.9 7.8
•FLOOR OPENINGS PROVIDED PER SECTION 708.2 EXCEPTION 7 FOR
OCCUPANCIES OTHER THAN I-2 AND I-3.
•OPEN STAIR PROVIDED FOR EGRESS PER SECTION 1022.1 EXCEPTION 8
FOR STAIRS OPEN TO NO MORE THAN 2 LEVELS.
CLEAR OPENING WIDTH
EXIT EGRESS DEAD END DISTANCE
OVERALL DIAGONAL DISTANCE
CARD READERCR
PANIC
ACCESS
REQUEST
34"
Yes
No
0.2"
170
75
No
34"
0.2"
170
75
CLEAR WIDTH PER OCCUPANT
OCCUPANT CAPACITY
ACTUAL OCCUPANT LOAD
PANIC HARDWARE
ACCESS CONTROL DEVICE
(E.G. CARD READER)
CLEAR STAIR WIDTH
CLEAR WIDTH PER OCCUPANT
OCCUPANT CAPACITY
ACTUAL OCCUPANT LOAD
EXIT REMOTENESS DISTANCE
OVERALL DIAGONAL DIMENSION - 14'
DISTANCE BETWEEN EXITS - 14'
EXIT EGRESS COMMON PATH
EXIT EGRESS DISTANCE
TRAVEL DISTANCE SHOWN: 000'
TRAVEL DISTANCE SHOWN: 000'
Area Name
150.00 SF
100.00 SF
AREA
LOAD FACTOR
ILLUMINATED EXIT SIGN
REQUEST TO EXIT
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
/
2
0
1
7
1
0
:
3
9
:
2
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A
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513-4742-00
01/31/17
G1.1.2
LIFE SAFETY PLAN -
LEVEL 02
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"G1.1.2
1A LEVEL 02
CODE REFERENCES
NameAreaLoad FactorOccupants
ASSEMBLY <750 SF (B)399.31 SF100.00 SF3.993068
BUSINESS (B)3812.27 SF100.00 SF38.122744
BUSINESS (B)1792.77 SF100.00 SF17.927744
UTILITY (U)82.62 SF300.00 SF0.275407
UTILITY (U)79.20 SF300.00 SF0.263993
UTILITY (U)108.31 SF300.00 SF0.361047
6274.49 SF60.944004
AREA SCHEDULE
LIFE SAFETY SYMBOLS
NO.REASONDATE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
PU
B
L
I
C
(
R
/
W
)
ANIER ST.
FO
G
G
FO
FO
FOFO
FO
IC
V
H
B
O
X
4
X
2
W
M
W
V
W
V
F
F
=
1
9
8
.
0
4
'
W
V
W
V
W
V
W
V
FF
=
1
9
7
.
7
9
'
W
V
FF
=
1
9
4
.
2
2
'
G
M
IC
V
(
3
X
3
)
FF
=
1
9
7
.
7
6
'
FF
=
1
8
1
.
5
6
'
1
9
8
1
9
8
1
9
8
197
196
196
1
9
7
1
9
8
1
9
7
1
9
6
19
7
195
19
8
195
194
19
3
1
9
6
196
FF
=
1
8
7
.
7
0
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IC
V
W
V
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PIV
C2
L5.0.1
C2
L5.0.1
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B2
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E C2L5.0.1 EQ.EQ.DOUBLE SOLDIER COURSEBRICK BANDING; TYP. BLUESTONE PAVINGC4L5.0.1 1.75'℄1.33'6.78'12.17'1.33'1.33'CUSTOM CUT BLUESTONE ON SITE TOFIT HAND TIGHT ALONG SIDEWALK CUSTOM CUT BLUESTONEON SITE TO FIT HANDTIGHT ALONG BUILDING℄℄1.00'1.00'C3L5.0.1 ALIGNPATTERNALIGNPATTERN BEGIN PAVING PATTERN1.00'1.00'1.00'
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1.LOCATION AND TOPOGRAPHICAL INFORMATIONWAS TAKEN FROM AN ACTUAL FIELD SURVEYPERFORMED STEWART, DATED 07-28-2014. SURFACEASSUMES NO RESPONSIBILITY FOR DESIGN ORCONSTRUCTION CHANGES CAUSED BYINACCURACIES IN SURVEYS.2.THE CONTRACTOR SHALL VISIT THE SITE AND BECOMEFAMILIAR WITH EXISTING SITE CONDITIONS PRIOR TOCONSTRUCTION.3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAININGALL NECESSARY PERMITS AND FOR ADHERENCE TOORDINANCES, REGULATIONS, LAWS AND CODESHAVING JURISDICTION OVER THE PROPERTY PRIOR TOCOMMENCING WORK.4.ALL MATERIALS, CONSTRUCTION, AND WORKMANSHIPSHALL MEET THE HARNETT COUNTY, AND TOWN OFBUIES CREEK SPECIFICATIONS AND DESIGNSTANDARDS.5.EXISTING UTILITIES SHOWN ARE APPROXIMATE ANDSHALL BE VERIFIED IN THE FIELD PRIOR TO BEGINNINGWORK. CONTRACTOR SHALL CONTACT NC ONE CALLCENTER AT 1-800-632-4949 FOR LOCATION OFEXISTING UTILITIES PRIOR TO BEGINNINGCONSTRUCTION. THE CONTRACTOR SHALL EXERCISECAUTION WHEN WORKING AROUND EXISTING UTILITIESTO REMAIN.6.CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALLBE PROVIDED BY THE CONTRACTOR USING A DIGITAL(CADD) FILE PROVIDED THROUGH THE ARCHITECT/GC
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GENERAL NOTES -APPLY TO ALL LANDSCAPE(LXXX) SHEETS
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GRADING NOTES1.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TOBEGINNING WORK. CONTRACTOR SHALL CONTACT NC ONE CALL CENTER AT 1-800-632-4949FOR LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTORSHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.2.MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES. REPORT ANYDISCREPANCIES TO THE LANDSCAPE ARCHITECT.3.ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AND AS SHOWN ON THE PLANS.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL MAINTAIN A 2.5% SLOPE ON LAWNS, 1.5%ON UNIT PAVER SURFACES, 1% ON CONCRETE FLATWORK AND 1.5% ON ASPHALT SURFACES. ALLSTEPS, PRECAST SURFACES, CONSTRUCTED SEATING; WALL TOPS SHALL RECEIVE A MINIMUM OF1% SLOPE TO PROVIDE WASH.4.UNLESS OTHERWISE NOTED, SPOT GRADES REFER TO BOTTOM OF CURB AT THE FLOW LINE (ADD 6"FOR THE TOP OF CURB). ALL SPOT GRADES AT THE EDGE OF PAVEMENTS SHALL REPRESENT THEPAVEMENT GRADES, NOT ADJOINING LANDSCAPE. ELEVATIONS SUPPLIED FOR CATCH BASINSOR AREA DRAINS ARE INDICATED FOR TOP OF GRATE AND TOP OF COVER FOR MANHOLES ORJUNCTION BOXES.5.THE FRAMES, GRATES, CLEAN O
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Y
F
E
A
T
U
R
E
S
SHALL BE ADJUSTED TO MEET PR
O
P
O
S
E
D
G
R
A
D
E
S
W
I
T
H
A
P
P
R
O
P
R
I
A
T
E
I
N
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
S
.
6.ALL STORM DRAINAGE GRATES
A
N
D
C
O
V
E
R
S
W
I
T
H
I
N
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
S
T
H
A
T
A
R
E
S
H
O
W
N
O
N
THE DRAWINGS SHALL MEET STA
T
E
A
N
D
F
E
D
E
R
A
L
A
D
A
R
E
Q
U
I
R
E
M
E
N
T
S
.
7.ALL DRAINAGE GRATES WITHIN
P
E
D
E
S
T
R
I
A
N
P
A
V
I
N
G
A
N
D
B
I
K
E
L
A
N
E
S
S
H
A
L
L
B
E
B
I
C
Y
C
L
E
W
H
E
E
L
SAFE.8.THE CONTRACTOR SHALL MAKE
F
I
E
L
D
A
D
J
U
S
T
M
E
N
T
S
T
O
S
T
O
R
M
D
R
A
I
N
A
G
E
T
H
A
T
P
R
O
V
I
D
E
S
ALIGNMENT WITH EXISTING SWA
L
E
S
,
P
I
P
E
S
A
N
D
S
T
R
U
C
T
U
R
E
S
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
A
L
I
G
N
T
H
E
TOP OF GRATE WITH INTENDED S
C
O
R
E
J
O
I
N
T
S
,
C
U
R
B
S
O
R
O
T
H
E
R
S
U
R
F
A
C
E
D
E
S
I
G
N
E
L
E
M
E
N
T
S
O
R
AS SHOWN ON THE DRAWINGS.9.PARKING LOT CURB ELEVATIONS
A
R
E
S
H
O
W
N
F
O
R
C
O
N
V
E
N
I
E
N
C
E
O
N
L
Y
;
S
E
E
C
I
V
I
L
D
R
A
W
I
N
G
S
FOR CURB ELEVATIONS.10.ALL DOORS SHALL HAVE A LAN
D
I
N
G
W
I
T
H
A
M
A
X
I
M
U
M
S
L
O
P
E
O
F
2
%
A
W
A
Y
F
R
O
M
D
O
O
R
A
N
D
SATISFY BUILDING ACCESSIBILITY
C
O
D
E
4
0
4
.
2
.
4
.
1
F
O
R
D
I
M
E
N
S
I
O
N
A
L
S
T
A
N
D
A
R
D
S
.
SCALE: 1" = 20'-0"
0
10
20
40
B2PLANTING PLAN
N
+
TS
-
T
O
P
O
F
S
T
A
I
R
+
+
+
+
+
+
BS
-
B
O
T
T
O
M
O
F
S
T
A
I
R
BW
-
B
O
T
T
O
M
O
F
W
A
L
L
TW
-
T
O
P
O
F
W
A
L
L
SP
O
T
G
R
A
D
E
L
E
G
E
N
D
TC
-
T
O
P
O
F
C
U
R
B
BC
-
B
O
T
T
O
M
O
F
C
U
R
B
TW
-
T
O
P
O
F
W
A
L
L
BW
-
B
O
T
T
O
M
O
F
W
A
L
L
TR
-
T
O
P
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F
R
A
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D
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F
I
N
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D
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R
F
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FG
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F
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N
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A
D
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F
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N
I
S
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A
T
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RE
-
R
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L
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V
A
T
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N
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F
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R
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T
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HP
;
L
P
-
H
I
G
H
P
O
I
N
T
;
L
O
W
P
O
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N
T
FL
U
S
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TR
A
N
S
I
T
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N
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M
B
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L
S
L
E
G
E
N
D
IN
D
I
C
A
T
E
S
F
L
U
S
H
C
O
N
D
I
T
I
O
N
B
E
T
W
E
E
N
A
D
J
A
C
E
N
T
P
A
V
E
M
E
N
T
S
IN
D
I
C
A
T
E
S
C
U
R
B
T
R
A
N
S
I
T
I
O
N
B
E
T
W
E
E
N
F
L
U
S
H
AN
D
R
A
I
S
E
D
C
O
N
D
I
T
I
O
N
BC
-
B
O
T
T
O
M
O
F
C
U
R
B
TC
-
T
O
P
O
F
C
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R
B
BW
-
B
O
T
T
O
M
O
F
W
A
L
L
SCALE: 1" = 40'-0"0204080 A1ACCESSIBILITY PLANCONTINUOUS UNOBSTRUCTED PATH PROVIDED ALONG DASHED LINEABOVE. ACCESSIBLE ROUTE PATH WIDTH 4'-0" CLEAR MINIMUM. HANDRAILSARE PROVIDED ALONG SLOPES 5% OR GREATER. ACCESSIBLE ROUTESLOPES NOT TO EXCEED 8.3% IN DIRECTION OF TRAVEL.N 5'-0" MIN.2% MAX CROSS SLOPE EDGE CONDITIONVARIESTYPICAL WALKWAYCROSS SECTIONLONGITUDINAL SECTIONUNIVERSAL ACCESSIBLE ROUTE WALK DETAILS NTS 5% MAX UNLESS OTHERWISE NOTED
PLANT SCHEDULE CONTRACTOR SHALL PROVIDE ALL MEASUREMENTS NOTEDQTYLABELBOTANICAL NAMECOMMON NAMEMINCAL/RT MINHTMINSPRREMARKSTREES9LAG NATLAGERSTROEMIA INDICA'NATCHEZ'CRAPE MYRTLE'NATCHEZ'BB12'6'LIMBED UP 6'SHRUBS122DEU GRADEUTZIA GRACILIS'NIKKO'NIKKO DEUTZIACONT12"12"30" O.C. FULL,DENSE,MATCHING77HYD QUEHYDRANGEAQUERCIFOLIA 'PEE WEE'PEE WEE HYDRANGEACONT18"18"36" O.C. FULL,DENSE,MATCHING260ILE CARILEX CORNUTA 'CARISSA'CARISSA HOLLYCONT18"18"30" O.C.; FULL,DENSE,MATCHING80LOR PPLOROPETALUM 'PURPLEPIXIE'PURPLE PIXIELOROPETALUMCONT12"12"30" O.C. FULL,DENSE,MATCHING42ABE GRAABELIA X GRANDIFLORA'KALEIDOSCOPE'KALEIDOSCOPE ABELIACONT.20"18"30" O.C.; FULL,DENSE,MATCHING5ILE BURILEX CORNUTA 'DWARFBURFORD'DWARF BURFORDHOLLYCONT.30"18"48" O.C.; FULL,DENSE,MATCHINGGRASSES/GROUNDCOVERS/PERENNIALS1030CAR FLACAREX FLACCA 'BLUEZINGER'GLAUCOUS SEDGE2.5"CONT.10"NA12" O.C.TURF MATCH CAMPUSSTANDARD; SODALL DISTURBEDAREAS
S
S
SSSS
S
S
S
S
S
S
SS
SS
SS
SS
THIS DOCUMENT ORIGINALLY ISSU
E
D
A
N
D
S
E
A
L
E
D
B
Y
CONSIDERED A CERTIFIED
D
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CERTIFICATE AND SEAL
.
PUBLIC (R/W)TT LANIER S
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FO
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PL
A
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PL
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SCALE: 1" = 20'-0"
0
10
20
40
A2PLANTING PLAN
1.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO BEGINNING WORK.CONTRACTOR SHALL CONTACT NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIESPRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKINGAROUND EXISTING UTILITIES TO REMAIN.2.PLANT LIST IS PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF DISCREPANCIES BETWEEN THE PLAN ANDPLANT LIST QUANTITIES, THE PLAN SHALL TAKE PRECEDENCE.3.AFTER THE SITE IS STABILIZED AND FREE OF SEDIMENTATION, THE CONTRACTOR SHALL REMOVE ALL TEMPORARYEROSION CONTROL DEVICES, SILT, RIP RAP AND TEMPORARY STONE STAGING AREAS FOR REPLACEMENT WITHPLANTING SOIL. PROVIDE PLANTING ACCORDING TO THE LANDSCAPE PLAN.4.TEMPORARY EROSION CONTROL SEED MUST BE FULLY REMOVED PRIOR TO PREPARATION OF PERMANENT SEED,SOD OR LANDSCAPE BEDS.5.UNLESS OTHERWISE NOTED IN THE PLANT LIST, THE CONTRACTOR SHALL OBTAIN AND INSTALL ONLY PLANTMATERIAL THAT IS GROWN ON ITS OWN ROOT - GRAFTED OR BUDDED PLANT MATERIAL WILL BE REJECTED.6.ALL TREES SHALL BE OBTAINED FROM THE NURSERY WITH EXPOSED ROOT CROWNS. B&B MATERIAL DELIVERED TO SITE WITH BURIED OR RECE
N
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L
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B
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D
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6.CONTRACTOR SHALL NO
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11.SEE SHEET L5.0.2 FOR PLAN
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GENERAL: THE IRRIGATION PLAN SHOWN IS TO SHOW THE REQUIRED METHOD OFCOVERAGE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE A SOUND, SINGLESOURCE IRRIGATION SYSTEM CAPABLE OF DELIVERING WATER WITHIN THE MANUFACT.'SPERFORMANCE SPECIFICATIONS. SUBSTANTIAL CHANGES TO PLAN SHALL BE APPROVEDPRIOR TO INSTALLATION.1) WORKING PRESSURE BASED ON 50-55 PSI. NOTIFY THE ARCHITECT OF ANY DEVIATIONS.2) WIRE IN MAIN LINE DITCH ONLY - WIRE TO BE 14 GA.4) TIME CLOCK TO BE HARDWIRED TO THE POWER SUPPLY. POWER SUPPLY WILL BEPROVIDED TO WITHIN TEN FEET OF THE TIME CLOCK. COORDINATE TIME CLOCK LOCATIONWITH OWNER.5) CONTRACTOR TO SUPPLY SLEEVING AS REQUIRED.6) PROVIDE DRIP IRRIGATION FOR ALL SHRUB AND GROUNDCOVER APPLICATIONS ASNOTED ON PLANS.7) CONTRACTOR SHALL PROVIDE AN AS BUILT DRAW
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1/2" CONTINUOUS CLOSED CELL
NEOPRENE COMPRESSED FILLER
INTERIOR PARTITION
AS SCHEDULED
CONTOUR GWB TO SILL
BELOW AS REQUIRED
PROVIDE BREAK METAL
(COLOR TO MATCH WALLS)
GLASS
WINDOW WALL
MULLION
NOTE: NO PHYSICAL OR MECHANICAL
ATTACHMENT TO MULLION SHALL BE ALLOWED.
2 HOUR RATED
PARTITION
1 HOUR RATED
PARTITION
LOWER RATED OR
NON RATED
PARTITION AS
NOTED ON PLANS
PARTITION TO MULLION
RATING HIERARCHY
CONCRETE / CMU WALL
3/4" MAX ACOUSTICAL SEALANT OR ACRYLIC
FIRESTOP SEALANT. BACKER ROD AS NEEDED
(1) OR (2) LAYERS OF GYPSUM WALLBOARD PER
PARTITION TAG
METAL STUD PER PARTITION TAG
15' MAX30' MAX30' MAX
FLOORLATCH SIDE OF
DOOR
STRUCTURE
CEILING
CONTROL
JOINT
INTERSECTING
PARTITION
OPENING
GENERAL NOTE: FOLLOW
GUIDELINES FOR CONTROL JOINTS
PER ASTM C-840 STANDARD
SPECIFICATION FOR APPLICATION
AND FINISHING OF GYPSUM BOARD
PLAN OVER DRYWALL
6" METAL STUD WALL
w/ 5/8" GYP. BD. EACH SIDE
FULLY-RECESSED FIRE
EXTINGUISHER CABINET.
FINISH SHALL BE BRUSHED S.S.
ELEVATION
DOUBLE, 22 GA. 6" STUDS
ON EA. SIDE
VERIFY W/ MANUF.
10 1/2"
F.E.C.
FE
FE
TOP OF EXTINGUISHER AT
48" AFF
PLAN
BASE
CEILING
TOP
BASE & FLOOR FINISH AS
SCHEDULED
1" GYPSUM LINER PANEL
TYPE X GYPSUM PANELS,
FACE LAYER JOINT FINISHED.
1 HR - (1) 5/8"
2 HR - (2) 5/8"
C-H Studs @ 24" O.C.
CONTINUOUS METAL
J-RUNNER
TYPE X GYPSUM PANELS,
FACE LAYER JOINT FINISHED.
1 HR - (1) 5/8"
2 HR - (2) 5/8"
C-H Studs @ 24" O.C.CONTINUOUS METAL
J-RUNNER
PROVIDE 1/2" SPACE FROM
RUNNER TO TOP OF STUD TO
ALLOW FOR FLOOR SLAB
DEFLECTION
SEE RCP & FINISH
SCHEDULE FOR CEILING
MATERIAL & FINISH
SHAFT SIDE
SHAFT SIDE
FLOOR CONSTRUCTION
NOTE:
1 HR = UL U469
2 HR = UL U438
2-1/2" = 12'-3" MAX.
4" = 17'-6" MAX.
2-1/2" = 12'-3" MAX.
4" = 17'-6" MAX.
BASE & FLOOR
FINISH AS
SCHEDULED
(SOUND ATTENUATION
BLANKETS) >S
(1) LAYER 5/8" GYPSUM
BOARD BOTH SIDES
PLAN
BASE
CEILING
TOP
METAL STUDS @ 16" O.C.
CONTINUOUS METAL
RUNNER
(SOUND ATTENUATION
BLANKETS) >S
(1) LAYER 5/8" GYPSUM
BOARD BOTH SIDES
METAL STUDS @ 16" O.C.
SEE HEAD OF WALL
DETAILS FOR APPLICABLE
PARTITION HEIGHT
CATEGORY & RATING
SEE RCP & FINISH
SCHEDULE FOR CEILING
MATERIAL & FINISH
HOLD GWB 1/2" ABOVE SLAB
NOTE:
1.
2.
( ) = MODIFIER
TYPE X FIRE RATED
CORE FOR RATED
CONDITION
1 HR = UL U419
2 HR = UL U411
HEAD DETAIL - UL HW-D-1011
FIRE TRAK DEFLECTION SYSTEM 1HR. & 2HR. SHADOWLINE
FIRE RATED GYPSUM
COMPOUND OR FIRE
CAULK
ROOF SLAB
FIRE TRAK SHADOWLINE
POSI CLIPS
2"
8"
METAL STUD
5/8" TYPE 'X' GYP.
2 HR. RATING REQUIRES
ADDITIONAL LAYER OF TYPE
'X' GYP.
CORNER BEAD
5/8" TYPE 'X' GYP.
2 HR. RATING REQUIRES
ADDITIONAL LAYER OF
TYPE 'X' GYP.
CONTROL JOINT - BOTH SIDES
ACOUSTICAL SEALANT -
BOTH SIDES
METAL STUD PER
PARTITION TYPE
GWB PER PARTITION TYPE
1/2" MAX 1/2" MAX
1/2" MIN
TWO LAYER OF GWB
NON-RATED
JOINT
RATED JOINT
WHI -647-3024
WH1-651-0318.1
METAL RUNNER TRACK- SEE HEAD
DETAILS THIS SHEET
PARTITION AS SCHEDULED ON PLANS
CEILING - SEE REFLECTED CEILING PLANS
SOUND ATTENUATION BLANKETS PER
PARTITION TAG
METAL STUD TO STRUCTURE
8"
STRUCTURE
8"
METAL STUD BRACING TO STRUCTURE
METAL RUNNER TRACK
PARTITION AS SCHEDULED ON PLANS
CEILING - SEE REFLECTED CEILING PLANS
SOUND ATTENUATION BLANKETS PER
PARTITION TAG
CONTRACTOR OPTION - METAL
STUD TO STRUCTURE ILO BRACING
TAPE AND JOINT COMPOUND
GYPSUM SUSPENDED CEILING
RUNNER CHANNEL
FURRING CHANNEL AND CLIP
TOGGLE BOLT
GYPSUM WALL BOARD PER TAG
STEEL STUD PER TAG
STEEL STUD TRACK
ACOUSTICAL TILE PER FINISH SCHEDULE
PARTITION CEILING TRACK
PARTITION CLIP COORDINATE
TYPE WITH TILE
VERTICAL STRUCT OR STABILIZER BAR
SPLAY WIRES PERPENDICULAR
TO PARTITION4
5
.
0
0
°
"T" SECTION
STEEL STUD PER PARTITION TAG
MINERAL WOOL BATT
INSULATION
ROOF / FLOOR DECK
FIRESTOP JOINT SPRAY
METAL CEILING
TRACK RUNNER
PARTITION PER PLAN
SOUND ATTENUATION
BLANKETS
LAYER OF GWB COPED
INTO METAL DECK
PARTITION PER PLAN
CONTINUOUS
ACOUSTICAL
SEALANT BETWEEN
GWB AND DECK
METAL CEILING RUNNER
SCREWED TO DECK
RATED CONDITION NON - RATED CONDITION
ROOF / FLOOR DECK
FORMING MATERIAL -
MINERAL WOOL
ROOF / FLOOR DECK
FIRESTOP JOINT SPRAY
METAL CEILING
TRACK RUNNER
PARTITION PER PLAN
ACOUSTICAL SEALANT
NO GWB SCREWS ABOVE
THIS POINT. NO SCREWS
INTO RUNNER
2" WIDE STEEL STRAPS -
24" O.C.
FORMING MATERIAL -
MINERIAL WOOL PLUGS
SOUND ATTENUATION
BLANKETS
RATED HEAD CONDITION NON RATED HEAD CONDITION
ROOF / FLOOR DECK
NO GWB SCREWS ABOVE
THIS POINT. NO SCREWS
INTO RUNNER
METAL CEILING
TRACK RUNNER
PARTITION PER PLAN
2" WIDE STEEL
STRAPS - 24" O.C.
6"6"
1.FIRE- AND SMOKE-RATED PARTITION ASSEMBLIES CONTINUE TO
STRUCTURE ABOVE (HEAD CONDITION "A") UNLESS NOTED OTHERWISE,
OR UNLESS OTHERWISE INDICATED BY THE CORRESPONDING FIRE
RATED ASSEMBLY DIAGRAM.
2.PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETERS EDGES AND
PENETRATIONS AT SOUND-INSULATED WALLS. OFFSET ELECT. AND
TELEPHONE OUTLETS 16" MIN (SEPARATE STUD CAVITIES). AT SOUND
INSULATED WALLS PROVIDE ACOUSTICAL CAULKING AROUND ALL
PERIMETERS EDGES AND PENETRATIONS. OFFSET ELECT. AND
TELEPHONE OUTLETS 16” MIN (SEPARATE STUD CAVITIES)
3.WALLS ARE DIMENSIONED TO FINISH FACE OF WALL, UNLESS INDICATED
OTHERWISE.
4.WHERE ADJACENT PARTITION TYPES ARE OF DIFFERENT OVERALL
THICKNESS, ALIGN FINISHES ON VISIBLE SIDE, AND FURR OPPOSITE SIDE
AS REQUIRED FOR A FLUSH INSTALLATION.
5.PARTITION TYPES AROUND ROOMS AND SPACES SHALL BE CONTINUOUS
AROUND THE ENTIRE SPACE. WHERE MORE THAN ONE PARTITION TYPE
IS INDICATED, THE WALL TYPE WITH THE HIGHEST FIRE AND/OR
ACOUSTICAL PERFORMANCE SHALL BE USED.
6.FIRE SAFE ALL PENETRATIONS THROUGH FIRE RATED WALLS TO THE
LEVEL OF PROTECTION REQUIRED BY THE WALL. FIRE SAFE AT
PERIMETERS OF RATED WALLS WHERE VOIDS OCCUR, SUCH AS DECK
FLUTES.
7.REFER TO THE FINISH SCHEDULE AND/OR FLOOR PLANS FOR LOCATION
OF FINISH MATERIALS FOR WALL TYPES INDICATING DIFFERENT FINISHES
ON EACH SIDE OF WALL.
8.WET WALLS IN TOILET ROOMS TO RECEIVE CERAMIC TILE SHALL USE
MOISTURE-RESISTANT FIBERGLASS-MAT GYPSUM BOARD IN PLACE OF
GWB.
9.BRACE ALL CHASE WALLS FROM STUD TO STUD AT 4” OC MIN. VERTICAL
AND PER MANUFACTURER'S RECOMMENDATION UNLESS NOTED
OTHERWISE.
10.PROVIDE STEEL STUD GAUGES AND/OR DIAGONAL BRACING AT TOPS OF
WALLS PER MANUFACTURER'S RECOMMENDATIONS FOR WALL TYPE,
HEIGHT, AND USE BASED ON L/240 LIMITING HEIGHTS."
11.ALL CORNERS AND EDGES EXPOSED TO VIEW SHALL RECEIVE METAL
EDGE BEADS TREATED WITH DRYWALL COMPOUND TO A HEIGHT OF 6”
ABOVE FINISHED CEILINGS MIN."
12.ALL UL-RATED WALL ASSEMBLIES SHALL BE IDENTIFIED W/ STENCILING
ABOVE THE FINISHED CEILING ON BOTH FACES, ON ALL WALLS AS "FIRE
AND SMOKE BARRIER - PROTECT ALL OPENINGS" WITH HOUR RATING
INCLUDED.
13.ALL MATERIALS USED IN RATED ASSEMBLIES SHALL CONFORM TO
REFERENCED STANDARDS."
14.USE MOISTURE- AND MOLD-RESISTANT GWB ON INTERIOR SIDE OF
MECHANICAL ROOM WALLS."
15.PROVIDE CONTINUOUS HORIZONTAL BRIDGING FOR WALLS EXTENDING
10'-0" OR GREATER IN HEIGHT FROM FINISH FLOOR.
PARTITION RATING:
0xxx NON-RATED
1xxx 1-HOUR RATED
2xxx 2-HOUR RATED
3xxx 3-HOUR RATED
4xxx 4-HOUR RATED
PARTITION RATING
PARTITION MATERIAL
NOMINAL WIDTH OF STRUCTURE
NXNX X
PARTITION HEIGHT CATEGORY
(EXTEND TO STRUCTURE IF NOT INDICATED)
PARTITION MODIFIER
PARTITION CONSTRUCTION:
xFxx FURRING
xGxx GYP / METAL STUD
xSxx SHAFT
xMxx MASONRY
xWxx GYP / WOOD STUD
xExx EXISTING
NOMINAL WIDTH OF STRUCTURE:
(SEE PARTITION STRUCTURE KEY AT LEFT)
PARTITION HEIGHT CATEGORY:
xxxA EXTEND TO STRUCTURE ABOVE
xxxB TERMINATE ABOVE CEILING
xxxC TERMINATE AT CEILING
xxxP PARTIAL HEIGHT PARTITIONS
PARTITION MODIFIER:
A ABOVE ACCESS FLOOR
B BALLISTIC LEVEL RATED
E EXTRA LAYER OF GYPSUM
G GROUT MASONRY SOLID
I IMPACT RESISTANT
K SMOKE RATED
M METAL PANEL
O MOVABLE PARTITION
(OPERABLE)
R MOISTURE RESISTANT
S SOUND ATTENUATION BATTS
V VAPOR BARRIER
Z ACCENT WALL
(SEE INTERIOR DETAILS)
NON STRUCTURAL METAL FRAMING CONCRETE MASONRY UNIT (CMU)
METAL FURRING CHANNELS
NON STRUCTURAL SHAFT FRAMING
WOOD FRAMING
xG1x 1-5/8" METAL STUD
xG2x 2-1/2" METAL STUD
xG3x 3-5/8" METAL STUD
xG4x 4" METAL STUD
xG6x 6" METAL STUD
xG8x 8" METAL STUD
xM4x 4" CMU
xM6x 6" CMU
xM8x 8" CMU
xM12x 12" CMU
xF0x 1/2" FURRING CHANNEL
xF1x 7/8" FURRING CHANNEL
xF2x 1-1/2" FURRING CHANNEL
NOTE: FOR SIZES ABOVE xF2x USE NON-
STRUCTURAL METAL FRAMING ATTACHED
TO SUBSTRATE
xS2x 2-1/2" C-H STUD W/ 1" GYP SHAFT LINER
xS4x 4" C-H STUD W/ 1" GYP SHAFT LINER
xS6x 6" C-H STUD W/ 1" GYP SHAFT LINER
xW4x 2X4 WOOD FRAMING
xW6x 2X6 WOOD FRAMING
xW8x 2X8 WOOD FRAMING
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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513-4742-00
01/31/17
A0.1.0
WALL TYPES -
INTERIOR PARTITIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
GENERAL NOTES - PARTITIONS
PARTITION HEIRARCHY
PARTITION TAG KEY
NOT TO SCALE
<xS3A> SHAFT - SLAB TO DECK
NOT TO SCALE
<xGxA> GWB - SLAB TO DECK
NOT TO SCALE
HEAD OF WALL DETAIL - DEFLECTION TRACK
PARTITION STRUCTURE KEY
PARTITION TYPES
FIRE EXTINGUISHER CABINET
GWB CONTROL JOINTS
NOT TO SCALE
HEAD - GWB - COND. B(2)
NOT TO SCALE
HEAD - GWB - COND. B(1)
NOT TO SCALE
HEAD - GWB - COND. C
NOT TO SCALE
HEAD - GWB - COND. C (ACT)
NOT TO SCALE
HEAD - GWB - PERPENDICULAR TO DECK - COND. A
NOT TO SCALE
HEAD - GWB - PARALLEL TO DECKING
GWB HEAD CONDITIONS
NO.REASONDATE
07 21 00 - 2" RIGID INSULATION
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
07 21 00 - BATT INSULATION
07 25 00 - BUILDING WRAP
05 40 00 - COLD-FORMED METAL
FRAMING
Description of Assembly: PRECAST ARCHITECTURAL CONCRETE
PANEL OVER RIGID INSULATION OVER WEATHER BARRIER ON
GYPSUM SHEATHING OVER INSULATED STUD CAVITY W/
INTERIOR FINISH
U-value of Total Assembly: --
R-value of Insulation: 19 + 12 CI
06 16 00 - GLASS MAT GYPSUM
SHEATHING
07 21 00 - 2" RIGID INSULATION
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
07 21 00 - BATT INSULATION
07 25 00 - BUILDING WRAP
05 40 00 - COLD-FORMED METAL
FRAMING
06 16 00 - GLASS MAT GYPSUM
SHEATHING
03 45 00 - EMBEDDED LATERAL
CONNECTION
IN
T
E
R
I
O
R
F
I
N
I
S
H
A
S
S
C
H
E
D
U
L
E
D
07 21 00 - 2" RIGID INSULATION
07 25 00 - BUILDING WRAP
06 16 00 - GLASS MAT GYPSUM
SHEATHING
IN
T
E
R
I
O
R
F
I
N
I
S
H
A
S
S
C
H
E
D
U
L
E
D
05 40 00 - COLD-FORMED METAL
FRAMING
FACE OF PANEL
4"
07 42 13.23 - METAL COMPOSITE
MATERIAL WALL PANEL
SHIMS AS REQUIRED
1/
2
"
07 21 00 - BATT INSULATION
Description of Assembly: COMPOSITE PANEL RAINSCREEN OVER
RIGID INSULATION OVER WEATHER BARRIER ON GYPSUM
SHEATHING OVER INSULATED STUD CAVITY W/ INTERIOR FINISH
U-value of Total Assembly: --
R-value of Insulation: 19 + 12 CI
07 21 00 - 2" RIGID INSULATION
07 25 00 - BUILDING WRAP
06 16 00 - GLASS MAT GYPSUM
SHEATHING
05 40 00 - COLD-FORMED METAL
FRAMING
07 42 13.23 - METAL COMPOSITE
MATERIAL WALL PANEL
SHIMS AS REQUIRED
1/
2
"
07 21 00 - BATT INSULATION
07 21 00 - 2" RIGID INSULATION
07 25 00 - BUILDING WRAP
06 16 00 - GLASS MAT GYPSUM
SHEATHING
IN
T
E
R
I
O
R
F
I
N
I
S
H
A
S
S
C
H
E
D
U
L
E
D
05 40 00 - COLD-FORMED METAL
FRAMING
07 21 00 - BATT INSULATION
Description of Assembly: FORMED METAL PANEL RAINSCREEN
OVER RIGID INSULATION OVER WEATHER BARRIER ON GYPSUM
SHEATHING OVER INSULATED STUD CAVITY W/ INTERIOR FINISH
U-value of Total Assembly: --
R-value of Insulation: 19 + 12 CI
07 42 13.13 -
CONCEALED-FASTENER,
LAP-SEAM METAL WALL PANELS
07 48 00 - 3/4" VERTICAL
RAINSCREEN ATTACHMENT RAIL
07 21 00 - 2" RIGID INSULATION
07 25 00 - BUILDING WRAP
06 16 00 - GLASS MAT GYPSUM
SHEATHING
05 40 00 - COLD-FORMED METAL
FRAMING
07 21 00 - BATT INSULATION
07 42 13.13 -
CONCEALED-FASTENER,
LAP-SEAM METAL WALL PANELS
07 42 13.13 - CONCEALED PANEL
CLIP
07 48 00 - 3/4" VERTICAL
RAINSCREEN ATTACHMENT RAIL
FACE OF PANEL
4 1/4"
FACE OF BRICK
8"
07 21 00 - 2" RIGID INSULATION
07 25 00 - BUILDING WRAP
06 16 00 - GLASS MAT GYPSUM
SHEATHING
IN
T
E
R
I
O
R
F
I
N
I
S
H
A
S
S
C
H
E
D
U
L
E
D
04 26 13 - MODULAR BRICK
05 40 00 - COLD-FORMED METAL
FRAMING
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
07 21 00 - BATT INSULATION
Description of Assembly: BRICK VENEER WALL W/ AIRSPACE OVER
RIGID INSULATION ON COMMERCIAL BUILDING WRAP ON
GYPSUM SHEATHING OVER INSULATED STUD FRAMING CAVITY
WITH INTERIOR FINISH
U-value of Total Assembly: --
R-value of Insulation: 19 + 12 CI
04 26 13 - MODULAR BRICK
07 21 00 - 2" RIGID INSULATION
06 16 00 - GLASS MAT GYPSUM
SHEATHING
05 40 00 - COLD-FORMED METAL
FRAMING
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
07 25 00 - BUILDING WRAP
07 21 00 - BATT INSULATION
FACE OF BRICK
7 3/8"
07 21 00 - 2" RIGID INSULATION
07 25 00 - BUILDING WRAP
06 16 00 - GLASS MAT GYPSUM
SHEATHING
IN
T
E
R
I
O
R
F
I
N
I
S
H
A
S
S
C
H
E
D
U
L
E
D
04 26 13 - MODULAR BRICK
05 40 00 - COLD-FORMED METAL
FRAMING
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
07 21 00 - BATT INSULATION
Description of Assembly: BRICK VENEER WALL W/ AIRSPACE OVER
RIGID INSULATION ON COMMERCIAL BUILDING WRAP ON
GYPSUM SHEATHING OVER INSULATED STUD FRAMING CAVITY
WITH INTERIOR FINISH
U-value of Total Assembly: --
R-value of Insulation: 19 + 12 CI
04 26 13 - MODULAR BRICK
07 21 00 - 2" RIGID INSULATION
06 16 00 - GLASS MAT GYPSUM
SHEATHING
05 40 00 - COLD-FORMED METAL
FRAMING
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
07 25 00 - BUILDING WRAP
07 21 00 - BATT INSULATION
Description of Assembly: BRICK VENEER WALL W/ CMU BACKUP
U-value of Total Assembly: --
R-value of Insulation: --
04 20 00 - CONTINUOUS LADDER
TIES, 16" OC VERTICALLY
04 22 00 - CONCRETE MASONRY
UNIT (CMU)
04 20 00 - MODULAR BRICK
04 22 00 - CONCRETE MASONRY
UNIT (CMU)
04 20 00 - CONTINUOUS LADDER
TIES, 16" OC VERTICALLY
04 20 00 - MODULAR BRICK
1' - 1"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
/
2
0
1
7
1
0
:
2
2
:
3
9
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3
4
7
4
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B
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01/31/17
A0.2.0
WALL TYPES -
EXTERIOR WALLS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3" = 1'-0"A0.2.0
3A WALL TYPE WS03
3" = 1'-0"A0.2.0
1A WALL TYPE WS04
3" = 1'-0"A0.2.0
6D WALL TYPE WS05
3" = 1'-0"A0.2.0
6A WALL TYPE WS01
3" = 1'-0"A0.2.0
4A WALL TYPE WS02
3" = 1'-0"A0.2.0
4D WALL TYPE WS06
NO.REASONDATE
07 31 26 - SLATE SHINGLES
06 16 00 - EXT. GRADE PLYWOOD
07 21 00 - RIGID INSULATION
05 31 00 - STEEL DECKING
06 16 00 - GLASS MAT GYPSUM
SHEATHING
07 52 16 - VAPOR RETARDER
Description of Assembly: SLATE SHINGLE; PLYWOOD NAILER
BOARD; RIGID INSULATION; SHEET VAPOR BARRIER; GYPSUM
COVER BOARD; STRUCTURAL STEEL DECK
U-value of Total Assembly: --
R-value of Insulation: 30
U-value of Skylights: N/A
Total area of skylights in assembly: 0.00 SF
07 71 00 - FASTENER W/
NEOPRENE WASHER @ 12" O.C.
06 16 00 - EXT. GRADE PLYWOOD
07 21 00 - RIGID INSULATION
05 31 00 - STEEL DECKING
06 16 00 - GLASS MAT GYPSUM
SHEATHING
07 52 16 - VAPOR RETARDER
MECHANICALLY-FASTENED COPPER ROOF
Description of Assembly: FORMED SHEET COPPER; PLYWOOD
NAILER BOARD; RIGID INSULATION; SHEET VAPOR BARRIER;
GYPSUM COVER BOARD; STRUCTURAL STEEL DECK
U-value of Total Assembly: --
R-value of Insulation: 30
U-value of Skylights: N/A
Total area of skylights in assembly: 0.00 SF
07 71 00 - FASTENER W/
NEOPRENE WASHER @ 12" O.C.
07 54 23 - BOARD INSULATION
07 54 23 - TAPERED BOARD
INSULATION
07 54 23 - TPO ROOFING
07 54 23 - GLASS-MAT COVER
BOARD
07 52 16 - VAPOR RETARDER
07 54 23 - GLASS-MAT COVER
BOARD
05 31 00 - STEEL DECKING
Description of Assembly: TPO ROOF MEMBRANE; GYPSUM COVER
BOARD; RIGID INSULATION; SHEET VAPOR BARRIER; GYPSUM
COVER BOARD; STRUCTURAL STEEL DECK
U-value of Total Assembly: --
R-value of Insulation: 30
U-value of Skylights: N/A
Total area of skylights in assembly: 0.00 SF
SLAB ON GRADE, SEE STRUCT.
GRAVEL BASE, SEE STRUCT.
Description of Assembly: 4" CONCRETE W/ VAPOR BARRIER ON 4"
GRAVEL BED
U-value of Total Assembly: --
R-value of Insulation: 10
Horizontal/vertical requirement: VERTICAL AT PERIMETER
Slab heating: Yes
SLAB ON GRADE, SEE STRUCT.
FINISH FLOOR, SEE FINISH SCHEDULE
GRAVEL BASE, SEE STRUCT.
Description of Assembly: 4" CONCRETE W/ VAPOR BARRIER ON 4"
GRAVEL BED
U-value of Total Assembly: --
R-value of Insulation: 10
Horizontal/vertical requirement: VERTICAL AT PERIMETER
Slab heating: Yes
COMPOSITE SLAB ASSEMBLY, SEE STRUCT.
COMPOSITE SLAB ASSEMBLY, SEE STRUCT.
FINISH FLOOR, SEE FINISH SCHEDULE
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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513-4742-00
01/31/17
A0.3.0
ROOF AND FLOOR
TYPES
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3" = 1'-0"A0.3.0
5D SECTION - ROOF TYPE RS01
3" = 1'-0"A0.3.0
5B SECTION - ROOF TYPE RS02
3" = 1'-0"A0.3.0
5A SECTION - ROOF TYPE RS03
3" = 1'-0"A0.3.0
3E SECTION - FLOOR TYPE FS01
3" = 1'-0"A0.3.0
3D SECTION - FLOOR TYPE FS02
3" = 1'-0"A0.3.0
3B SECTION - FLOOR TYPE FS03
3" = 1'-0"A0.3.0
3A SECTION - FLOOR TYPE FS04
NO.REASONDATE
3
1
/
2
"
8"
3/
4
"
3
1
/
2
"
3/
4
"
8"
1' - 2"
3/
4
"
J
O
I
N
T
4'
-
0
"
3/4"
2"
2"
3/4"
6"2"
3/4"
8"
3/
4
"
3
1
/
2
"
3
1
/
2
"
3/
4
"
8"
3/
4
"
J
O
I
N
T
2"
3/4"
SEE PLAN/ELEVATION
OPENING BELOW 8"8"
WRAP PROFILE AT CORNER PANELS;
SEE PLAN/ELEVATION FOR LOCATIONS
3/4"3 1/2"3 1/2"3/4"
SEE PLAN/ELEVATION FOR LENGTH
SECTION ELEVATION
4'
-
0
"
WEST A
WEST B
WEST C
WEST D
WEST F
WEST E
8"8"
3
1
/
2
"
3/
4
"
8"
1'
-
2
"
1'
-
2
"
6"8"
4' - 8"
WEST G (ABOVE DOOR)
3
1
/
2
"
3/
4
"
8"
1'
-
2
"
1'
-
2
"
6"8"
4' - 8"
WEST G (DOOR OPENING)
PANEL OVERHEAD1"
3' - 5"
1/4"3/4"
3 1/2"1/2"
8"
3' - 4"
3/4"1/4"
1/2"3 1/2"
8"
2"
1'
-
2
"
3/
4
"
3/
4
"
2' - 0"
8"
1'
-
2
"
6 3/4"
2' - 8"
8"
8"
3 1/2"1/2"
1/4"
3/4"
2' - 0"3' - 4"
3/
4
"
2"
8"8"
1/2"3 1/2"3/4"
1/4"
3/
4
"
2"
1'
-
2
"
6"
2"
8"
3 1/2"1/2"
1/4"
3/4"
3' - 3 1/4"
8"
3 1/2"1/2"
1/4"
3/4"
6"
2"
3/
4
"
1/2"3 1/2"3/4"1/4"
8"
2' - 8"
6"
8"
2"
1'
-
2
"
2' - 1 1/4"
6"
6"
4'
-
6
"
2"
1/2"
3 1/2"3/4"1/4"
8"
3' - 3 1/4"
EAST A
EAST B
EAST C EAST D
1/2"
3 1/2"3/4"1/4"
8"
3 1/2"
1/2"
1/4"3/4"
8"
3' - 4"
3/
4
"
3/
4
"
2"
6"
8"
3/4"1/4"
1/2"
3 1/2"
6"
2"
3 1/2"1/2"1/4"3/4"
8"
5' - 4"
1/2"
3 1/2"3/4"1/4"
6"
2"
8"
3/
4
"
8"
6"
2"
6"
2"
1/2"
3 1/2"3/4"1/4"
3 5/8"8"
3/
4
"
3/
4
"
3/
4
"
4'
-
8
"
6"
3/
4
"
J
O
I
N
T
1/
2
"
R
E
V
E
A
L
8"
3
1
/
2
"
3/
4
"
3/4"
2"
2'
-
8
"
SEE PLAN/ELEVATION
OPENING ABOVE
3/4" JOINT 3/4" JOINT
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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513-4742-00
01/31/17
A0.4.0
ARCHITECTURAL
PRECAST SYSTEMS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1 1/2" = 1'-0"A0.4.0
4A PRECAST PANEL - BEAM
1 1/2" = 1'-0"A0.4.0
1C PRECAST PANEL PROFILES - WEST
1 1/2" = 1'-0"A0.4.0
5C PRECAST PANEL PROFILES - EAST
1 1/2" = 1'-0"A0.4.0
6E PRECAST PANEL - EAST SILL
NO.REASONDATE
7
5
/
8
"
3/
4
"
1'
-
3
5
/
8
"
6"
3 5/8"
7
5
/
8
"
1"
3"
SL
O
P
E
C
O
N
C
E
A
L
E
D
B
Y
R
O
O
F
I
N
G
5 3 .1 3 °
8
"
7
1
/
4
"
3
/
4
"
8"8"
1' - 4"
1' -
4
"
6"
8"
3/
4
"
1'
-
4
"
1 1/2"
1 1/2"
1"
ELEVATION - BASE SECTION -
RUNNING PROFILE
ELEVATION - PEAK
1' -
4
"
3
/
4
"
8
"
3/4"
1' - 4"
8"
106.26°
126.87°
6"3/4"
6 3/4"
8"
2"
1"
5 3/8"3/4"
6 1/8"
7 3/8"
2"
1"3/4" SAWCUT
DRIP EDGE
WALL TYPE WS02WALL TYPE WS01
3
1
/
8
"
3
1
/
8
"
3/
4
"
3/
4
"
8"8"
SEE PLAN/ELEVATION
OPENING BELOW
7
5
/
8
"
7
5
/
8
"
6"3/4"
6 3/4"
8"
2"
1"
5 3/8"3/4"
6 1/8"
7 3/8"
2"
1"3/4" SAWCUT
DRIP EDGE
WALL TYPE WS02WALL TYPE WS01
3
1
/
8
"
3
1
/
8
"
3/
4
"
3/
4
"
6"
8"
2"
1"
5 3/8"
7 3/8"
2"
1"3/4" SAWCUT
DRIP EDGE
3
1
/
8
"
3
1
/
8
"
SLOPE TO OPENING
8"
SEE PLAN/ELEVATION
OPENING 8"
7
5
/
8
"
7
5
/
8
"
7
5
/
8
"
7
5
/
8
"
3/4"
4 3/8"
5 5/8"
2"
1"
3/4" SAWCUT
DRIP EDGE
3
1
/
8
"
3/
4
"
7
5
/
8
"
MITER PROFILE AT CORNERSALIGN JOINTS AT MASONRY CONTROL JOINTS
CONTROL JOINT ABOVE
5 1/2"
2"
1"
3/4" SAWCUT
DRIP EDGE
3
1
/
8
"
MITER PROFILE AT CORNERS
5
3
/
8
"
10 1/8"
1/2"7
5
/
8
"
7/
8
"
10 1/8"3 1/2"
1
3
/
8
"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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1
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513-4742-00
01/31/17
A0.4.1
ARCHITECTURAL CAST
STONE SYSTEMS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1 1/2" = 1'-0"A0.4.1
6A CAST STONE EAVE
1 1/2" = 1'-0"A0.4.1
4A CAST STONE GABLE RAKE
1 1/2" = 1'-0"A0.4.1
4D CAST STONE LINTEL
1 1/2" = 1'-0"A0.4.1
4B CAST STONE SILL
1 1/2" = 1'-0"A0.4.1
4E CAST STONE ORNAMENTAL BAND
1 1/2" = 1'-0"A0.4.1
4F CAST STONE COPING
NO.REASONDATE
D
GRD8036195.01
19 5
195
190
1
95
1
9
0
190
1
9
5
198
198
197
197
196
197
196
1 9 4
1
9
7197
198
198
193
193
1
9
2
1 9 1192193
194
196
196
196
196
191
1
8
9
1 9 3
192
191
194
197
198
194
193
192
189
188
189
189
192
1
9
1
192
1
9
3
198
1 9 7
1 9 6
196
1 9 7
19 4
194
191
1 9 2
1 9 3
1
9
8
LESLIE CAMPBELL AVE.PUBLIC (R/W)
P
U
B
L
I
C
(
R
/
W
)
T
T
L
A
N
I
E
R
S
T
.
P
U
B
L
I
C
(
R
/
W
)
M
A
I
N
S
T
.
(
N
C
S
R
1
5
2
5
)
D
GRD8036195.01
19 5
195
190
1
95
1
9
0
190
1
9
5
1
98
198
197
197
196
197
196
1 9 4
1
9
7197
198
198
193
193
1
9
2
1 9 1192193
194
196
196
196
196
191
1
8
9
1 9 3
192
191
194
197
198
194
193
192
189
188
189
189
192
1
9
1
192
1
9
3
198
1 9 7
1 9 6
196
1 9 7
19 4
194
191
1 9 2
1 9 3
1
9
8
LESLIE CAMPBELL AVE.PUBLIC (R/W)
P
U
B
L
I
C
(
R
/
W
)
T
T
L
A
N
I
E
R
S
T
.
P
U
B
L
I
C
(
R
/
W
)
M
A
I
N
S
T
.
(
N
C
S
R
1
5
2
5
)
V
A
N
RWSWS1
A
FACE OF CHAPEL WALL
PRIMARY ENTRY
39' - 6" TO A/1
TO A/1
2' - 0"
3
1
.
3
3
°
1.EXISTING SITE CONDITIONS AS SHOWN ON SURVEY
FURNISHED TO ARCHITECT. ARCHITECT ASSUMES NO
RESPONSIBILITY FOR CONTENT OR ACCURACY OF
SURVEY.
2.SEE CIVIL FOR UTILITY LOCATIONS AND INFORMATION.
3.SEE LANDSCAPE FOR SURFACE MATERIALS AND
IMPROVEMENTS.
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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0
1
7
1
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2
2
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5
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o
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ts
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5
1
3
4
7
4
2
0
0
-
C
U
A
B
-
A
-
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01/31/17
A1.0.1
ARCHITECTURAL SITE
PLAN
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 30'-0"A1.0.1
1A ARCHITECTURAL SITE PLAN
GENERAL NOTES - SITE
NO.REASONDATE
R
A2.1.3
2A
A2.1.0
1A
A2.1.2
1A
A2.1.1
2A A8.2.1 1A
A8.2.1
5C
3C
2A
A3.2.3
ELECTRIC
113
FIRE
PUMP
108BDF
109
STAIR 1
ST1-1
OPEN
OFFICE
110
WORKROOM
111
WOMEN
106
MEN
107
PERIODICAL
112
OFFICE
110A
OFFICE
110B
OFFICE
110C
OFFICE
110D
DIRECTOR
OFFICE
110E
WAITING/RECEPTION
101
INTERVIEW
2
104
INTERVIEW
1
103
FIRESIDE
102
VESTIBULE
100
A8.2.1
A8.2.1
1C
3
3
1
1 2
4
4
7
7
5
5
6
6
9
9
10
10
8
8
11
11
12
12
AA
BB
CC
DD
FF
EE
GG
JJ
LL
KK
MM
NN
OO
12
'
-
0
"
45
'
-
4
"
3' - 6"9' - 4"3' - 4"10' - 0"3' - 4"9' - 4"3' - 6"
7' - 4"6"42' - 4"6"69' - 4"
2' - 8"10' - 0"3' - 4"8' - 0"5' - 4"8' - 0"4' - 8"
120' - 0"
45
'
-
4
"
12
'
-
0
"
11
'
-
4
"
DOMESTIC
WATER
105
2'
-
0
"
11
'
-
0
"
30
'
-
4
"
12
'
-
0
"
2'
-
0
"
A8.2.1
7C
A2.1.3
5A
A2.1.3
1A
6"6"
6"
4'
-
0
"
5'
-
4
"
M
O
5'
-
4
"
5'
-
4
"
M
O
5'
-
4
"
5'
-
4
"
M
O
5'
-
4
"
5'
-
4
"
M
O
4'
-
0
"
2'
-
8
"
5'
-
4
"
M
O
4'
-
0
"
5' - 4"2' - 8"
1' - 0"5' - 8"2' - 8"12' - 4"10' - 0"6' - 6"11' - 2"3' - 4"32' - 0"31' - 4"2' - 0"2' - 0"
6"10' - 2" TO CL OF WALL
8' - 7 1/4"5 3/8"
6"6"
6"
10"
4"
EQ EQ EQ EQ EQ EQ EQ EQ
6"
6"
5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 6' - 0"
8'
-
0
"
4'
-
8
"
12
'
-
1
0
"
F
O
G
4'
-
0
"
6'
-
8
"
8"
3A
A3.2.0
5A
A3.2.0
5A
A3.2.2
6A
A3.2.0
1A
A3.2.0
3A
A3.2.1
2A
A3.2.0
6A
A3.2.2
A4.0.0
5B
6"
110A 110B 110C 110D 110E111
112
113
108
ST1A
ST1B
109
107 106
114
2 1/8"
0G3B
0G3B
2G6A
2G6A
2G6A
1G6A
1G6A
1G6A
1S6A1S6A
0G6A
0G6AS
0G6AS0G6AS 0G6AS
0G3BS 0G3BS 0G3BS 0G3BS 0G3BS 0G3BS
0G3BS
A5.1.1
5B
A5.1.1
5A
JANITOR
114
105
110AA
110BB
A5.1.1
1B
A2.1.2
1A
100
101C
101B
A4.1.1
1A
101A
A8.2.1
1A
A3.2.3
4A
A3.2.1
6A
A3.2.1
3A
A3.2.3
5A
A3.2.3
6A
A3.2.3
4A
A3.2.2
2A
A3.2.2
A6.0.1
6A
A6.0.2
3A
A6.0.2
1A
A8.2.2 1C A8.2.25C
A8.2.21AA8.2.1
2C
5A
2'
-
1
0
"
8"
9'
-
4
"
4'
-
8
"
8"
6'
-
8
"
4C A8.2.25A
A2.2.0
6A
A5.1.1
2A SIM
TYP
A5.1.1
1A
SIM
TYP
A5.1.1
3A SIM
A5.1.0
3A SIM
A5.1.0
3A
SIM
A5.1.0
3A
SIM
A5.1.0
1A SIM
TYP
A5.1.0
2B
SIM
A5.1.0
4D
SIM
A5.1.0
2D SIM
A5.1.2
3D
A5.1.2
1E SIMTYP
A5.1.2
5C
SIM
103
104
A5.1.1
3B SIM
4' - 6" FOG
A8.2.1
1E
7E
8'
-
8
"
2'
-
0
"
4' - 8"21' - 4"
5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 4' - 0"2' - 0"
EQ EQ
9' - 4"
102
0G6
0G6
0G6A
A8.2.2
1E
1' - 4"
AFS-01 AFS-02 AFS-01 AFS-01AFS-02
AFS-03 AFS-04 AFS-04
4'
-
0
"
5'
-
4
"
M
O
2'
-
8
"
4'
-
0
"
9'
-
4
"
M
O
4'
-
8
"
9'
-
4
"
M
O
4'
-
8
"
9'
-
4
"
M
O
4'
-
0
"
A8.4.2
7A
AFS-08
A.1A.1
A.2A.2
3.22.9 7.8
2'
-
8
"
10
'
-
8
"
1'
-
0
"
10
'
-
0
"
1'
-
0
"
5'
-
2
"
8'
-
1
0
"
10
'
-
2
"
3'
-
2
"
14
'
-
0
"
11
'
-
0
"
13
'
-
4
"
1'
-
8
"
8"
10
"
1' - 0"7' - 6"10"1' - 8"10' - 8"18' - 5"6' - 11"2' - 4"1' - 4"
STAIR 2
ST2-1
A5.1.2
3A
A5.1.2
5A
1G6A
0G3AES0G3AES
0G3AS
8"
1' - 4"
1' - 4"
8"
8"
8"
8"
1' - 4"
8"
ALIGN
E
Q
9'
-
0
"
E
Q
A5.1.0
6B SIM
5E
A4.1.2
4A
3'
-
8
3
/
8
"
8'
-
0
"
3'
-
9
1
/
8
"
1' - 4"1' - 0"
9' - 11 1/2"4 7/8"10' - 3 1/8"4 7/8"9' - 11 5/8"1' - 0"9' - 11 1/2"4 7/8"10' - 3 1/8"4 7/8"12' - 6 3/8"
11
'
-
8
3
/
4
"
11
'
-
7
1
/
2
"
19
'
-
2
1
/
4
"
7' - 2 1/8"
9'
-
1
0
3
/
4
"
9' - 1 7/8"
11
'
-
7
1
/
2
"
PARTITION RATING:
0xxx NON-RATED
1xxx 1-HOUR RATED
2xxx 2-HOUR RATED
3xxx 3-HOUR RATED
4xxx 4-HOUR RATED
PARTITION RATING
PARTITION MATERIAL
NOMINAL WIDTH OF STRUCTURE
NXNX X
PARTITION HEIGHT CATEGORY
(EXTEND TO STRUCTURE IF NOT INDICATED)
PARTITION MODIFIER
PARTITION CONSTRUCTION:
xFxx FURRING
xGxx GYP / METAL STUD
xSxx SHAFT
xMxx MASONRY
xWxx GYP / WOOD STUD
xExx EXISTING
NOMINAL WIDTH OF STRUCTURE:
(SEE PARTITION STRUCTURE KEY AT LEFT)
PARTITION HEIGHT CATEGORY:
xxxA EXTEND TO STRUCTURE ABOVE
xxxB TERMINATE ABOVE CEILING
xxxC TERMINATE AT CEILING
xxxP PARTIAL HEIGHT PARTITIONS
PARTITION MODIFIER:
A ABOVE ACCESS FLOOR
B BALLISTIC LEVEL RATED
E EXTRA LAYER OF GYPSUM
G GROUT MASONRY SOLID
I IMPACT RESISTANT
K SMOKE RATED
M METAL PANEL
O MOVABLE PARTITION
(OPERABLE)
R MOISTURE RESISTANT
S SOUND ATTENUATION BATTS
V VAPOR BARRIER
Z ACCENT WALL
(SEE INTERIOR DETAILS)
FIRE BARRIER FIRE & SMOKE BARRIER
1-HOUR
2-HOUR
3-HOUR
0.5-HOUR
1-HOUR
FIRE PARTITIONFIRE WALL
2-HOUR
3-HOUR
4-HOUR
1-HOUR
2-HOUR
3-HOUR
0-HOUR 1-HOUR
SMOKE BARRIERSMOKE PARTITION
RATED WALLS & PARTITIONS
1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER
OR UNDER SEPARATE CONTRACT.
2.SEE SHEET A0.1.0 FOR PARTITION TYPES.
3.SEE SHEET A9.1.0 FOR DOOR TYPES AND DETAILS
4.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PER
SPECIFICATIONS AND WHERE SHOWN.
5.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASS
WALL PARTITIONS.
6.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD
CONDITIONS WHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE
AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY
REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE
PERFORMANCE OF WORK IN QUESTIONS.
7.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD
BLOCKING (FIRE TREATED) IN PARTITIONS AND CEILING FOR
MILLWORK, WALL AND CEILING ATTACHED ITEMS AS SPECIFIED.
8.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL
PARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND
WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN.
INCASE OF CONFLICT, NOTIFY ARCHITECT.
9.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FOR
TELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.
10.PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON
CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS
OTHERWISE NOTED.
11.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR
ACOUSTICAL PERFORMANCE RATING WHERE MORE THAN ONE
PARTITION TYPE IS INDICATED. PARTITIONS SHALL BE HEAD
CONDITION 'A' UNLESS OTHERWISE NOTED.
12.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM IN
SEPARATE STUD WALL CAVITIES.
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
/
2
0
1
7
1
0
:
2
2
:
5
7
A
M
C
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1
3
4
7
4
2
0
0
-
C
U
A
B
-
A
-
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513-4742-00
01/31/17
A1.1.1
FLOOR PLAN - LEVEL 01
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A1.1.1
1A FLOOR PLAN - LEVEL 01
PARTITION TAG LEGEND
SHEET KEYNOTES
GENERAL NOTES
NO.REASONDATE
UP
R
WS
CP
MS
A2.1.3
2A
A2.1.0
1A
A2.1.2
1A
A2.1.1
2A A8.2.1 1A
2A
A3.2.3
2' - 8"10' - 0"3' - 4"10' - 0"13' - 4"2' - 8"
OPEN
OFFICE
210
OFFICE
210B
OFFICE
210C
OFFICE
210D
OFFICE
210E
OFFICE
210F
OFFICE
210G
OFFICE
210H
OFFICE
210J
OFFICE
210K
OFFICE
210L
OFFICE
210M
STORAGE
216
IDF
217
OFFICE
210A
STAIR 1
ST1-2
WOMEN
206
MEN
207
SECURE
214
WORKROOM
212
FILES /
SUPPLY
213
INTERVIEW
4
204
INTERVIEW
3
203
A8.2.1
OFFICE
210N
WAITING/RECEPTION
201
CASHIER
211
MECH.
ACCESS
215
3
3
1
1 2
4
4
7
7
5
5
6
6
9
9
10
10
8
8
11
11
12
12
AA
BB
CC
D
FF
EE
GG
JJ
LL
KK
MM
NN
OO
5' - 4"2' - 8"42' - 0"68' - 0"2' - 0"
1' - 6" FOG 12' - 4"27' - 8"10" FOG
10
"
F
O
G
12
'
-
0
"
4'
-
8
"
8'
-
0
"
4' - 8"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 6' - 0"
4'
-
0
"
5'
-
4
"
M
O
5'
-
4
"
5'
-
4
"
M
O
5'
-
4
"
5'
-
4
"
M
O
5'
-
4
"
5'
-
4
"
M
O
4'
-
0
"
2'
-
8
"
5'
-
4
"
M
O
4'
-
0
"
45
'
-
4
"
12
'
-
0
"
11
'
-
4
"
4'
-
0
"
6'
-
8
"
8"23
'
-
4
"
45
'
-
4
"
8'
-
0
"
17
'
-
6
"
6'
-
8
"
4'
-
0
"
ELEC.
213A
A2.1.3
5A
A2.1.3
1A
6"6"
6"
6"
6"
4'
-
0
"
3'
-
0
"
6' - 0"6"6"
6"6"EQ EQ EQ EQ EQ EQ
6"
1' - 6 1/2"
6"
EQ EQ
6"6"
6"6"
EQ EQ EQ EQ
6"
6"6"6"
6"
12' - 10"3' - 4"10' - 0"3' - 4"12' - 10"
3A
A3.2.0
5A
A3.2.0
5A
A3.2.2
6A
A3.2.0
1A
A3.2.0
3A
A3.2.1
2A
A3.2.0
6A
A3.2.2
A4.0.0
4D
A5.1.0
1A TYP A5.1.0
6A
A5.1.0
6B
A5.1.0
3A
A5.1.1
3A
A5.1.1
2A
A5.1.1
1A
A5.1.1
2B
0G3BS 0G3BS0G3BS0G3BS0G3BS0G3BS0G3AS
0G3AS
0G6A
0G6A
1G6A
1G6A
1G6A0G6A
0G6A
1S6A1S6A
11
'
-
1
0
1
/
2
"
4'
-
6
"
5'
-
0
"
6' - 6"9' - 2"10' - 8"
0G3 0G3BS
0G3BS 0G3BS 0G3BS 0G3BS 0G3BS 0G3BS 0G3BS
0G6A
0G3A
211B
206207
217 216
210M 210L 210K
210A 210B 210C 210D 210E 210F
210G210H210J
210N
214
213B
213C
ST2
210AA
210BB
203
A5.1.0
4D
A5.1.0
2B
A5.1.0
4B
A5.1.0
2D
A8.2.1
1A
A3.2.3
4A
A3.2.1
6A
A3.2.1
3A
A3.2.3
5A
A3.2.3
6A
A3.2.3
4A
A3.2.2
2A
A3.2.2
A6.0.1
2
A6.0.2
2B
A6.0.1
6C
A6.0.2
1B
1G4A
1G4A
6"
2'
-
0
"
11
'
-
0
"
30
'
-
4
"
12
'
-
0
"
2'
-
0
"
A5.1.0
3A
SIM
A5.1.0
3A SIM
A8.2.2 1C
A8.2.2 4A
A8.2.2
2A
3A
2C
5A
A4.1.1
1C
A2.2.0
6A
TYP TYP
A5.1.1
5B SIM
A5.1.2
1E
A5.1.2
3E
A5.1.2
5C
204
A5.1.1
5A SIM
A5.1.1
3B
7E
EQ EQ
5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 5' - 4"5' - 4" MO 4' - 0"
EQ EQ
0G3B
0G3A
0G3B
0G3A
0G6BS
0G3B
0G6
0G3AA
0G3AA
E
Q
9'
-
0
"
E
Q
A8.2.2
1E
AFS-05 AFS-04AFS-04
AFS-02 AFS-01 AFS-02 AFS-02 AFS-01 AFS-01
ASF-01AFS-02AFS-02AFS-01AFS-02
12
'
-
1
0
"
4'
-
8
"
8'
-
0
"
4'
-
0
"
9'
-
4
"
M
O
4'
-
8
"
9'
-
4
"
M
O
4'
-
8
"
9'
-
4
"
M
O
4'
-
0
"
2'
-
8
"
5'
-
4
"
M
O
4'
-
0
"
A8.2.25E
211A
211C
6"
215
CLEAR
1' - 6"
1'
-
0
"
6"6"
1S6A
AFS-01
AFS-01
A.1A.1
A.2A.2
3.2
3.2
2.9
2.9
7.8
5' - 8"2' - 8"12' - 4"10' - 0"6' - 6"1' - 11"9' - 3"3' - 4"32' - 0"31' - 4"2' - 0"2' - 0"
2'
-
8
"
10
'
-
8
"
1'
-
0
"
10
'
-
0
"
1'
-
0
"
5'
-
2
"
8'
-
1
0
"
10
'
-
2
"
3'
-
2
"
14
'
-
0
"
11
'
-
0
"
13
'
-
4
"
1'
-
8
"
8"
10
"
7' - 6"10"1' - 8"10' - 8"18' - 5"6' - 11"2' - 4"
STAIR 2
ST2-2
A5.1.2
5E
1D
A5.3.2
6"
0G3A 0G3A
1S4A1G4A
1G6A
213A
4E A8.2.24F
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
8"
1' - 4"
1' - 4"
8"
8"
8"
8"
1' - 4"
8"
8"
8"
1'
-
8
"
ALIGN
AL
I
G
N
AL
I
G
N
9' - 11 1/2"4 7/8"10' - 3 1/8"4 7/8"9' - 11 5/8"1' - 0"9' - 11 1/2"4 7/8"10' - 3 1/8"4 7/8"12' - 6 3/8"
11
'
-
8
3
/
4
"
9' - 11 1/2"4 7/8"10' - 3 1/8"4 7/8"9' - 11 5/8"1' - 0"9' - 11 1/2"4 7/8"10' - 3 1/8"4 7/8"
11
'
-
8
7
/
8
"
1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER
OR UNDER SEPARATE CONTRACT.
2.SEE SHEET A0.1.0 FOR PARTITION TYPES.
3.SEE SHEET A9.1.0 FOR DOOR TYPES AND DETAILS
4.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PER
SPECIFICATIONS AND WHERE SHOWN.
5.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASS
WALL PARTITIONS.
6.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD
CONDITIONS WHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE
AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY
REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE
PERFORMANCE OF WORK IN QUESTIONS.
7.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD
BLOCKING (FIRE TREATED) IN PARTITIONS AND CEILING FOR
MILLWORK, WALL AND CEILING ATTACHED ITEMS AS SPECIFIED.
8.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL
PARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND
WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN.
INCASE OF CONFLICT, NOTIFY ARCHITECT.
9.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FOR
TELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.
10.PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON
CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS
OTHERWISE NOTED.
11.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR
ACOUSTICAL PERFORMANCE RATING WHERE MORE THAN ONE
PARTITION TYPE IS INDICATED. PARTITIONS SHALL BE HEAD
CONDITION 'A' UNLESS OTHERWISE NOTED.
12.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM IN
SEPARATE STUD WALL CAVITIES.
PARTITION RATING:
0xxx NON-RATED
1xxx 1-HOUR RATED
2xxx 2-HOUR RATED
3xxx 3-HOUR RATED
4xxx 4-HOUR RATED
PARTITION RATING
PARTITION MATERIAL
NOMINAL WIDTH OF STRUCTURE
NXNX X
PARTITION HEIGHT CATEGORY
(EXTEND TO STRUCTURE IF NOT INDICATED)
PARTITION MODIFIER
PARTITION CONSTRUCTION:
xFxx FURRING
xGxx GYP / METAL STUD
xSxx SHAFT
xMxx MASONRY
xWxx GYP / WOOD STUD
xExx EXISTING
NOMINAL WIDTH OF STRUCTURE:
(SEE PARTITION STRUCTURE KEY AT LEFT)
PARTITION HEIGHT CATEGORY:
xxxA EXTEND TO STRUCTURE ABOVE
xxxB TERMINATE ABOVE CEILING
xxxC TERMINATE AT CEILING
xxxP PARTIAL HEIGHT PARTITIONS
PARTITION MODIFIER:
A ABOVE ACCESS FLOOR
B BALLISTIC LEVEL RATED
E EXTRA LAYER OF GYPSUM
G GROUT MASONRY SOLID
I IMPACT RESISTANT
K SMOKE RATED
M METAL PANEL
O MOVABLE PARTITION
(OPERABLE)
R MOISTURE RESISTANT
S SOUND ATTENUATION BATTS
V VAPOR BARRIER
Z ACCENT WALL
(SEE INTERIOR DETAILS)
FIRE BARRIER FIRE & SMOKE BARRIER
1-HOUR
2-HOUR
3-HOUR
0.5-HOUR
1-HOUR
FIRE PARTITIONFIRE WALL
2-HOUR
3-HOUR
4-HOUR
1-HOUR
2-HOUR
3-HOUR
0-HOUR 1-HOUR
SMOKE BARRIERSMOKE PARTITION
RATED WALLS & PARTITIONS
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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A1.1.2
FLOOR PLAN - LEVEL 02
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
PARTITION TAG LEGEND
SHEET KEYNOTES
GENERAL NOTES
NO.REASONDATE
UP
UP
UP
76 9 108
D
F
E
G
J
L
K
22
'
-
1
0
"
1D
A3.2.1
10' - 8"
1A
A3.2.1
A2.1.4
3C
A2.1.4
6A
A2.1.4
3A
A2.1.4
6C
7.8
A6.0.1
3D
A6.0.1
3C
RS01 - SEE SHEET A0.3.0
WS05 - SEE SHEET A0.2.0
RS01 - SEE SHEET A0.3.0
A5.1.2
5B
A5.1.2
5B
SIM
ROOF DRAINS
ROOF DRAINS
MECH.
PENTHOUSE
76 98
F
E
G
J
L
K
1A
A3.2.1
A6.0.1
4
A6.0.1
6
A2.1.4
3C
7.8
0G6AS
RS01 - SEE SHEET A0.3.0
WS05 - SEE SHEET A0.2.0
08 90 00 - INTEGRAL LOUVER
SYSTEM TO MATCH FORMED
METAL RAINSCREEN
RS01 - SEE SHEET A0.3.0
WS05 - SEE SHEET A0.2.0
08 90 00 - INTEGRAL LOUVER
SYSTEM TO MATCH FORMED
METAL RAINSCREEN
2' - 0"23' - 4"
2' - 2"25' - 2"
1'
-
8
"
1'
-
0
"
5'
-
2
"
19
'
-
0
"
6'
-
2
"
1'
-
8
"
301
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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2
0
1
7
1
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2
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7
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2
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C
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B
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A
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513-4742-00
01/31/17
A1.1.3
FLOOR PLAN -
PENTHOUSE &
MECHANICAL WELL
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A1.1.3
4D ROOF PLAN - MECHANICAL WELL
3/16" = 1'-0"A1.1.3
4A FLOOR PLAN - PENTHOUSE
NO.REASONDATE
R
WS
CP
MS
A2.1.3
2A
A2.1.0
1A
A2.1.2
1A
A2.1.1
2A
3
3
1
1 2
4
4
7
756 9 10
8
8 11 12
A
B
CC
D
F
E
G
J
L
K
K
M
NN
O
9"
/
1
2
"
9"
/
1
2
"
9"
/
1
2
"
9"
/
1
2
"
30' - 10"82' - 2"
50' - 8"
A2.1.3
5A
A2.1.3
1A
1/
4
"
/
1
2
"
1/4" / 12"1/4" / 12"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/4" / 12"1/4" / 12"
1/4" / 12"
1/4" / 12"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/4" / 12"1/4" / 12"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
A2.1.4
3C
A2.1.4
6A
A2.1.4
3A
A2.1.4
6C
A2.2.0
6A
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/4" / 12"1/4" / 12"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/4" / 12"1/4" / 12"
1/
4
"
/
1
2
"
1/4" / 12"
1/
4
"
/
1
2
"
1/4" / 12"
9"
/
1
2
"
9"
/
1
2
"
RD OD
RD OD
MECH. PLATFORM
(RD AND OD BELOW)
RD ODRDOD
RD
OD OD
RD
5A
A5.2.5
Sim
DSDSDS
DSDSDS
CHIMNEY W/ CURB
DS
A.1
A.2
3.2
3.2
2.9
2.9
7.8
1D
A5.3.2
A6.0.1
3D
2'
-
8
"
2'
-
8
"
2'
-
8
"
2'
-
8
"
2'
-
8
"
2'
-
8
"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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A1.1.4
ROOF PLAN
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A1.1.4
1A ROOF PLAN
NO.REASONDATE
WS
CCTV
CCTV
WS
WS
3
3
1
1
2
2
4
4
7
7
5
5
6
6
9
9
10
10
8
8
11
11
12
12
A
A
BB
CC
DD
FF
EE
GG
JJ
LL
KK
MM
NN
OO
EQ
EQ
EQ EQ
EQ EQ
10' - 1"
ACT-1
9' - 10"
GWB
10' - 0"
ACT-2
10' - 0"
ACT-2
9' - 10"
GWB
10' - 0"
ACT-2
10' - 0"
ACT-2
EQ EQ
EQ
EQ
EQ
EQ
4'
-
6
"
4'
-
6
"
WS
WS
WS
WS
WS
WS
9' - 0"
GWB 9' - 0"
GWB
12' - 8"
GWB
12' - 0"
GWB
12' - 0"
GWB
12' - 8"
GWB
10' - 0"
ACT-2
9' - 10"
GWB
10' - 1"
ACT-1
10' - 1"
ACT-1
10' - 1"
ACT-1
10' - 1"
ACT-1
10' - 1"
ACT-1
10' - 1"
ACT-1
10' - 1"
ACT-1
10' - 0"
ACT-1
9' - 10"
GWB
9' - 10"
GWB
3B
A5.3.1
SIM
3B
A5.3.1
SIM
3B
A5.3.1
SIM
6A
A5.3.1
SIM
6A
A5.3.1
SIM
1A
A5.3.1
SIM
1A
A5.3.1
SIM
3A
A5.3.1
SIM
3A
A5.3.1
SIM
3A
A5.3.1
SIM
EXPOSED
1A
A5.3.1
SIM
5E
A5.3.2
SIM
5E
A5.3.2
SIM
6E
A5.3.2
SIM
3E
A5.3.2
SIM
1A
A5.3.2
SIM
3C
A5.3.2
SIM
6C
A5.3.2
SIM
EQ
EQ
1D
A5.3.1
SIM
12' - 8"12' - 8"
9' - 6"
8"
8"
WD-1
3E
A5.3.2
SIM
WD-1 WD-1
1A
A5.3.2
SIM 1A
A5.3.2
SIM
3A
A5.3.2
SIM 3A
A5.3.2
SIM
A.1
A.1 A.2
A.2
3.2
3.2
2.9
2.9
7.8
7.8
1D
A5.3.2
7' - 2"
GWB
ALIGN
ALIGN
10' - 8 7/8"1' - 4"1' - 0"
4' - 0"4' - 0"1' - 4"
ALIGN
ALIGNEQ
EQ
EQ
EQ
1' - 4"
TYP
1' - 4"
ALIGN
2' - 7 3/4"
EQ
EQ
2' - 0"
1' - 4"
6' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"
9 EQ FIXTURES
5 EQ FIXTURES
6' - 0"2' - 0"
ALIGN
EXPOSED
EXPOSED
E
Q
8' - 0"
E
Q
E
Q
8' - 0"
E
Q
E
Q
8' - 0"
E
Q
11"
EQ
EQ
EQ
EQ
4' - 6"
4' - 6"
EQ EQ
4' - 4"
EQ
EQ
EQ
2' - 0"2' - 0"4' - 0"4' - 0"4' - 0"4' - 0"
01
01
01
4' - 0"
8 3/8"
8 3/8"
8' - 1 3/4"
WD-1
7' - 0"
WD-1
2' - 1"2' - 1"2' - 1"2' - 0 1/4"EQ EQ EQ
2' - 8 3/4"
9 3/8"
1' - 2 3/8"
TYP
TYP
TYP
8 3/4"8' - 0"1' - 4"1' - 4"1' - 11 5/8"24' - 0"2' - 1 1/8"
EQ EQ EQ EQ EQ EQ EQ EQ
E
Q.
E
Q.
1' - 5 3/4"
2' - 6 3/4"
1' - 4"
4' - 8"
1' - 4"
3' - 1"
1' - 0"
EQ.
E
Q.
1' - 5 3/4"
2' - 6 3/4"
1' - 4"
4' - 8"
1' - 4"
3' - 1"
1' - 0"
E
Q.
E
Q.
E
Q.
E
Q.
4' LINEAR PENDANT DIRECT/
INDIRECT FLUORESCENT
LIGHT FIXTURE
RECESSED LIGHT FIXTURE
ACT CEILING SYSTEM
GWB CEILING
MECHANICAL RETURN DIFFUSER
MECHANICAL SUPPLY DIFFUSER
WALL SCONCE (INTERIOR)
SPRINKLER HEAD
EXIT SIGN
SINGLE SECURITY CAMERA
PTZ = PAN, TILT, ZOOM
DOUBLE SECURITY CAMERA
PTZ = PAN, TILT, ZOOM
WALL SCONCE (EXTERIOR)
MECHANICAL SUPPLY DIFFUSER
MECHANICAL RETURN DIFFUSER
PENDANT LIGHT FIXTURE
2 X 4 DIRECT/INDIRECT
FLUORESCENT LIGHT
FIXTURE
RECESSED DIRECTIONAL LIGHT FIXTURE
LARGE SCALE PENDANT LIGHT FIXTURE
LARGE SCALE PENDANT LIGHT FIXTURE
MULTI-POINT PENDANT LIGHT FIXTURE
RECESSED LINEAR LIGHT FIXTURE
1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANY
CONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.
2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.
3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATION
REFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURE
TYPE AND WIRING DIAGRAMS.
4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALL
CEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALL
PREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURING
ABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THE
ARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOT
BROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THE
RESPONSIBILITY OF THE GC.
5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FOR
DEVICES.
6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.
7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING IN
SAME DIRECTION FOR EACH CEILING TYPE.
8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TO
ELIMINATE BANDING OR BATCHING.
9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALL
JOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSED
SURFACES FLUSH AND LEVEL.
10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILE
INDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARD
PLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCH
CEILING COLOR AS SCHEDULED.
11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON OR
ABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THE
DRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TO
ARCHITECT FOR RELOCATION.
12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS AS
REQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OF
EMERGENCY LIGHT FIXTURES.
13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,
(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIRE
ALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVING
JURISDICTION.
14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGEST
MULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKING
OF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.
15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUM
RATING.
16.STENCIL RATED WALLS ABOVE CEILING.
17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANY
SPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPT
FOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILING
CLOUDS.
18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA A
WHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFER
TO FINISH SCHEDULE FOR PAINT SPECIFICATION.
19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PER
SPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (AS
APPLICABLE).
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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4
2
0
0
-
C
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A
B
-
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513-4742-00
01/31/17
A1.2.1
REFLECTED CEILING
PLAN - LEVEL 01
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A1.2.1
1A REFLECTED CEILING PLAN - LEVEL 01
GENERAL NOTES - RCP
RCP LEGEND
01FLUSH CEILING ACCESS PANEL, COORDINATE LOCATION W/
MECHANICAL
X SHEET KEYNOTES
NO.REASONDATE
CCTV
CCTV
WS
WS
3
3
1
1
2
2
4
4
7
7
5
5
6
6
9
9
10
10
8
8
11
11
12
12
AA
BB
CC
DD
FF
EE
GG
JJ
LL
KK
MM
NN
OO
POCKET FOR
RETRACTABLE
PARTITION
E
Q.
E
Q.
EQ EQ
10' - 2"
GWB
9' - 10"
GWB
9' - 10"
GWB
9' - 10"
GWB
9' - 10"
GWB
9' - 0"
ACT-1
10' - 8"
GWB
10' - 8"
GWB
12' - 6"
GWB 12' - 6"
GWB
10' - 0"
ACT-1
10' - 0"
ACT-1
10' - 0"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 2"
ACT-1
10' - 0"
ACT-3
10' - 0"
ACT-1
WS
WS
WS
WS
9' - 0"
GWB
EQ EQ EQ
10' - 0"
ACT-1
9' - 0"
GWB
10' - 0"
ACT-2
10' - 0"
ACT-2
9' - 10"
GWB
10' - 0"
ACT-2
10' - 0"
ACT-2
10' - 0"
ACT-2
9' - 10"
GWB
1B
A5.3.1
SIM
1B
A5.3.1
SIM
1B
A5.3.1
SIM
6A
A5.3.1
SIM
6A
A5.3.1
SIM
1A
A5.3.1
SIM
1A
A5.3.1
SIM
3A
A5.3.1
SIM
3A
A5.3.1
SIM
3A
A5.3.1
SIM
EXPOSED
1C
A5.3.2
SIM
1A
A5.3.2
SIM
3C
A5.3.2
SIM
3E
A5.3.2
SIM
1A
A5.3.2
SIM
5E
A5.3.2
SIM5E
A5.3.2
SIM
3A
A5.3.2
SIM
3A
A5.3.2
SIM
1A
A5.3.2
SIM
12' - 0"
GWB
12' - 0"
GWB
12' - 0"
GWB
10' - 8"
GWB
10' - 8"
GWB
10' - 8"
GWB
10' - 8"
GWB
9' - 10"
GWB
1' - 10"
5' - 0"
1' - 9"
8' - 6"
WD-1
A.1A.1
A.2A.2
3.2
3.2
2.9
2.9
7.8
7.8
1D
A5.3.2
7' - 2"
GWB
9' - 0"
GWB
3' - 3"
EQ EQ
8"
EQ
EQ
EQ EQ
EQ
EQ
E
Q.
4' - 6 5/8"
E
Q.
10' - 0"
GWB
10' - 0"
GWB
4"
1' - 3 1/4"2' - 7 1/2"5' - 0"
EQ
EQ
EQ
EQ
EQ
3E
A5.3.2
SIM
8 3/4"8' - 0"
1' - 4 1/8"
1' - 4"2' - 9 5/8"24' - 0"1' - 3 1/8"1' - 0"
8' - 0"
1' - 7 5/8"
3E
A5.3.2
SIM
1' - 0"
8' - 0"
11 5/8"
1' - 4"
2' - 3 3/4"
8' - 0"
2' - 4 1/4"
1' - 4"
2' - 0"
8' - 0"
2' - 0"
1' - 4"
2' - 4"
8' - 0"
2' - 4"
8"
EQ.
EQ.
3' - 2 3/4"
4' - 11"
1' - 7 1/4"
4A
A5.3.2
SIM4A
A5.3.2
SIM
3C
A5.3.2
SIM
1' - 4"6' - 1 1/2"
EQ
EQ
EQ
EQ EQ EQ
EQ. EQ.4' - 0"
E
Q.
E
Q.
E
Q.
EQ.
1' - 1 3/4"
2' - 10 3/4"
1' - 4"
4' - 8"
1' - 4"
2' - 11"
1' - 1 3/4"
EQ
EQ
EQ EQ
4' - 9"
4' LINEAR PENDANT DIRECT/
INDIRECT FLUORESCENT
LIGHT FIXTURE
RECESSED LIGHT FIXTURE
ACT CEILING SYSTEM
GWB CEILING
MECHANICAL RETURN DIFFUSER
MECHANICAL SUPPLY DIFFUSER
WALL SCONCE (INTERIOR)
SPRINKLER HEAD
EXIT SIGN
SINGLE SECURITY CAMERA
PTZ = PAN, TILT, ZOOM
DOUBLE SECURITY CAMERA
PTZ = PAN, TILT, ZOOM
WALL SCONCE (EXTERIOR)
MECHANICAL SUPPLY DIFFUSER
MECHANICAL RETURN DIFFUSER
PENDANT LIGHT FIXTURE
2 X 4 DIRECT/INDIRECT
FLUORESCENT LIGHT
FIXTURE
RECESSED DIRECTIONAL LIGHT FIXTURE
LARGE SCALE PENDANT LIGHT FIXTURE
LARGE SCALE PENDANT LIGHT FIXTURE
MULTI-POINT PENDANT LIGHT FIXTURE
RECESSED LINEAR LIGHT FIXTURE
1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANY
CONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.
2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.
3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATION
REFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURE
TYPE AND WIRING DIAGRAMS.
4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALL
CEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALL
PREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURING
ABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THE
ARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOT
BROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THE
RESPONSIBILITY OF THE GC.
5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FOR
DEVICES.
6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.
7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING IN
SAME DIRECTION FOR EACH CEILING TYPE.
8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TO
ELIMINATE BANDING OR BATCHING.
9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALL
JOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSED
SURFACES FLUSH AND LEVEL.
10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILE
INDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARD
PLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCH
CEILING COLOR AS SCHEDULED.
11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON OR
ABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THE
DRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TO
ARCHITECT FOR RELOCATION.
12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS AS
REQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OF
EMERGENCY LIGHT FIXTURES.
13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,
(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIRE
ALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVING
JURISDICTION.
14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGEST
MULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKING
OF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.
15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUM
RATING.
16.STENCIL RATED WALLS ABOVE CEILING.
17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANY
SPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPT
FOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILING
CLOUDS.
18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA A
WHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFER
TO FINISH SCHEDULE FOR PAINT SPECIFICATION.
19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PER
SPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (AS
APPLICABLE).
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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513-4742-00
01/31/17
A1.2.2
REFLECTED CEILING
PLAN - LEVEL 02
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A1.2.2
1A REFLECTED CEILING PLAN - LEVEL 02
GENERAL NOTES - RCP
RCP LEGEND
X SHEET KEYNOTES
01FLUSH CEILING ACCESS PANEL, COORDINATE LOCATION W/
MECHANICAL
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
2A
A3.1.0
312 4 756 9 108 11 12
4A
A3.1.2
2A
A3.1.1
3A
A3.2.0
5A
A3.2.0
5A
A3.2.2
6A
A3.2.0
1D
A3.2.1
1A
A3.1.2
1A
A3.2.1
4A
A3.2.2
2A
A3.2.2
COP
SLT
CSM
BRK
GL10
GL11
GL11
GL10
GL11GL11
GL10
?
GL11
GL10
PAC
BRKGL10
GL11
GL10
GL10
GL10
GL10
GL10
GL10
BRKPACPAC
GL10
GL10
GL10
GL10
GL10
PAC
COP
BRK BRK
GL10 GL10 GL11
CSM
COP
COP
CSM
SLT
COP
SLT
A2.2.0
6E
A2.2.0
5EA2.2.0
3E
A2.2.0
2E
A2.2.0
3E Sim
GL12
GL11
GL11
GL11
GL11
GL11
01
02 02 02 020202
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING 22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
03
02
3.22.9 7.8
1' - 0"
1' - 0"
1' - 0"
PENTHOUSE ROOF
245' - 2"
2' - 0"10' - 8"2' - 0"10' - 8"2' - 0"10' - 8"10' - 8"2' - 0"
05
EQEQ EQEQ
53' - 0"
4' - 6 1/8"
1' - 9 7/8"
15' - 4"
2' - 8"
14' - 0"
14' - 8"
INTERIOR GLAZING
GL01 1/2" TEMPERED GLASS
GL02 1/2" LAMINATED GLASS
EXTERIOR GLAZING
GL10 1" INSULATED GLAZING UNIT, VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
GL11 1" INSULATED GLAZING UNIT, SPANDREL GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
SPANDREL COATING ON #4 SURFACE
GL12 1" INSULATED GLAZING UNIT, OBSCURED VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
VINYL FILM ON #4 SURFACE
BRK MODULAR FACE BRICK
COP COPPER (MCM PANEL, SHEET); SEE DETAIL FOR TYPE
GL##GLAZING; SEE GLAZING LEGEND
PAC PRECAST ARCHITECTURAL CONCRETE
SLT SLATE TILE ROOFING
CSM CAST STONE MASONRY
RECESSED BRICK, -5/8" FROM FIELD BRICK
RECESSED BRICK, -5/8" FROM FIELD BRICK, STACK BOND
LOUVER TO MATCH METAL PANEL RAINSCREEN
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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513-4742-00
01/31/17
A2.1.0
EXTERIOR ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A2.1.0
1A EXTERIOR ELEVATION - WEST
X MATERIALS LEGENDGLAZING LEGENDXSHEET KEYNOTES
01SCREEN WALL ELEVATIONS (DASHED) NOT SHOWN, SEE SCREEN
WALL ELEVATIONS
021/2" VERTICAL PANEL JOINT
031/2" HORIZONTAL PANEL JOINT
04STACKED BOND BRICK, -1 1/4" FROM FIELD BRICK
05INTEGRAL LOUVER AREA
MATERIAL HATCH LEGEND
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
2A
A3.2.3
A B
C D FE G J LK M N
O
1A
A3.2.0
3A
A3.2.1
2A
A3.2.0
1A
A3.2.3
PAC
GL10
GL10
GL10
GL10 PAC GL10
GL11
GL10
GL10
PAC
COPCOP
GL10
GL10
GL10
GL10
GL10
BRK COP
PAC
GL10
GL10
GL10
GL10
GL10
PAC
PAC
CSM
SLT
CSM
GL10GL10GL11GL10
BRK
A2.2.0
6E
Sim
A2.2.0
1E
A2.2.0
6C
TYP
TYP
A2.2.0
5C
A2.2.0
3C
GL10
GL10
BRK
GL10
GL11
CSM
GL10
GL10
GL10
GL10
GL10
GL10
GL10
GL10
GL10
GL10
02 02 02
2' - 4 1/4"10' - 3 3/4"
8"03 03
04
A.1 A.2
PENTHOUSE ROOF
245' - 2"
T/PLATFORM STEEL
242' - 1"
21' - 8"
2' - 8"
14' - 0"
14' - 8"
53' - 0"
BRK MODULAR FACE BRICK
COP COPPER (MCM PANEL, SHEET); SEE DETAIL FOR TYPE
GL##GLAZING; SEE GLAZING LEGEND
PAC PRECAST ARCHITECTURAL CONCRETE
SLT SLATE TILE ROOFING
CSM CAST STONE MASONRY
INTERIOR GLAZING
GL01 1/2" TEMPERED GLASS
GL02 1/2" LAMINATED GLASS
EXTERIOR GLAZING
GL10 1" INSULATED GLAZING UNIT, VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
GL11 1" INSULATED GLAZING UNIT, SPANDREL GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
SPANDREL COATING ON #4 SURFACE
GL12 1" INSULATED GLAZING UNIT, OBSCURED VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
VINYL FILM ON #4 SURFACE
RECESSED BRICK, -5/8" FROM FIELD BRICK
RECESSED BRICK, -5/8" FROM FIELD BRICK, STACK BOND
LOUVER TO MATCH METAL PANEL RAINSCREEN
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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513-4742-00
01/31/17
A2.1.1
EXTERIOR ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A2.1.1
2A EXTERIOR ELEVATION - NORTH
X MATERIALS LEGENDGLAZING LEGENDXSHEET KEYNOTES
01SCREEN WALL ELEVATIONS (DASHED) NOT SHOWN, SEE SCREEN
WALL ELEVATIONS
021/2" VERTICAL PANEL JOINT
031/2" HORIZONTAL PANEL JOINT
04STACKED BOND BRICK, -1 1/4" FROM FIELD BRICK
05INTEGRAL LOUVER AREA
MATERIAL HATCH LEGEND
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
2A
A3.1.0
3 12475691081112
2A
A3.1.1
1A
A3.1.2
PAC
PAC
COP
SLT
BRK
PAC
COP
CSM
3A
A3.2.0
SIM5A
A3.2.0
SIM 6A
A3.2.0
SIM 3A
A3.2.3
5A
A3.2.3
6A
A3.2.3
GL10
GL10
GL11
GL10
PAC
PAC
PAC
GL10
GL10
GL11
GL10
PAC
PAC
GL10
GL10
GL10
GL10
PAC
PAC
COP
BRK
GL10
GL11
BRK
GL11
GL10
GL10
GL11
GL11
GL11
GL10
CSM
COP
PAC
GL11 GL11 GL10
A2.2.0
6E Sim
A2.2.0
5E Sim
TYP
A2.2.0
1C
A2.2.0
2C
A2.2.0
2C Sim
OH
GL10
GL11
GL11
GL10
GL10
GL11
GL11
GL10
GL10
GL11
GL11
GL10
GL10
GL11
GL11
GL10
PAC
1D
A3.2.1
SIM 1A
A3.2.1
SIM
GL10
GL10
GL11
GL10
GL10
GL10
GL10
GL10
GL11
GL11
02 02 020202 02
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
03
02 05
3.2 2.97.8
1' - 0"
1' - 0"
1' - 0"
PENTHOUSE ROOF
245' - 2"
2' - 0"10' - 8"10' - 8"2' - 0"10' - 8"2' - 0"10' - 8"2' - 0"
EQEQ EQEQ 2' - 8"
53' - 0"
14' - 8"
14' - 0"
2' - 8"
15' - 4"
1' - 10"
4' - 6"
INTERIOR GLAZING
GL01 1/2" TEMPERED GLASS
GL02 1/2" LAMINATED GLASS
EXTERIOR GLAZING
GL10 1" INSULATED GLAZING UNIT, VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
GL11 1" INSULATED GLAZING UNIT, SPANDREL GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
SPANDREL COATING ON #4 SURFACE
GL12 1" INSULATED GLAZING UNIT, OBSCURED VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
VINYL FILM ON #4 SURFACE
BRK MODULAR FACE BRICK
COP COPPER (MCM PANEL, SHEET); SEE DETAIL FOR TYPE
GL##GLAZING; SEE GLAZING LEGEND
PAC PRECAST ARCHITECTURAL CONCRETE
SLT SLATE TILE ROOFING
CSM CAST STONE MASONRY
RECESSED BRICK, -5/8" FROM FIELD BRICK
RECESSED BRICK, -5/8" FROM FIELD BRICK, STACK BOND
LOUVER TO MATCH METAL PANEL RAINSCREEN
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A2.1.2
EXTERIOR ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A2.1.2
1A EXTERIOR ELEVATION - EAST
X MATERIALS LEGENDGLAZING LEGENDXSHEET KEYNOTES
01SCREEN WALL ELEVATIONS (DASHED) NOT SHOWN, SEE SCREEN
WALL ELEVATIONS
021/2" VERTICAL PANEL JOINT
031/2" HORIZONTAL PANEL JOINT
04STACKED BOND BRICK, -1 1/4" FROM FIELD BRICK
05INTEGRAL LOUVER AREA
MATERIAL HATCH LEGEND
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
CDFEGJLKMN
4A
A3.2.1
6A
A3.2.1
BRK
CSM
SLT
CSM
BRK
PAC
GL10
GL11
GL11
GL11
GL10 GL10
GL11
GL10
GL11
GL10
GL11
GL10
GL11 GL11
GL10
GL11
GL10
GL10
GL11
GL11
GL10
BRK BRK BRK BRK
A2.2.0
5E Sim
A2.2.0
6E
Sim
TYP
CSM
04
PENTHOUSE ROOF
245' - 2"
4' - 6"
1' - 8"
15' - 4"
2' - 8"
14' - 0"
14' - 8"
52' - 10"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
AB
1A
A3.2.3
SIM 6A
A3.2.3
SIM
10' - 3 3/4"2' - 4 1/4"
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
1' - 0"
PAC
GL10
GL10
GL11
GL10
GL10
GL11
GL10
GL10
PAC
COP COP
PAC
PAC
GL10
GL10
GL11
GL10
GL11
PAC
PAC
A2.2.0
5C Sim
A2.2.0
3C Sim
OH
02 02
03
A.1A.2
2' - 0"
14' - 0"
14' - 8"
30' - 8"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
O
6A
A3.2.2
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
1' - 0"
PAC
COP
GL10
GL10
GL11
GL10
GL11
PAC
PAC
A2.2.0
4E
GL10
GL10
8"
02
03
5' - 4"
8"
2' - 0"
14' - 0"
14' - 8"
30' - 8"
BRK MODULAR FACE BRICK
COP COPPER (MCM PANEL, SHEET); SEE DETAIL FOR TYPE
GL##GLAZING; SEE GLAZING LEGEND
PAC PRECAST ARCHITECTURAL CONCRETE
SLT SLATE TILE ROOFING
CSM CAST STONE MASONRY
INTERIOR GLAZING
GL01 1/2" TEMPERED GLASS
GL02 1/2" LAMINATED GLASS
EXTERIOR GLAZING
GL10 1" INSULATED GLAZING UNIT, VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
GL11 1" INSULATED GLAZING UNIT, SPANDREL GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
SPANDREL COATING ON #4 SURFACE
GL12 1" INSULATED GLAZING UNIT, OBSCURED VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
VINYL FILM ON #4 SURFACE
RECESSED BRICK, -5/8" FROM FIELD BRICK
RECESSED BRICK, -5/8" FROM FIELD BRICK, STACK BOND
LOUVER TO MATCH METAL PANEL RAINSCREEN w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A2.1.3
EXTERIOR ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A2.1.3
2A EXTERIOR ELEVATION - SOUTH
1/4" = 1'-0"A2.1.3
5A EXTERIOR ELEVATION - SOUTH AT INTERVIEW
1/4" = 1'-0"A2.1.3
1A EXTERIOR ELEVATION - SOUTH AT ENTRY
X MATERIALS LEGENDGLAZING LEGENDXSHEET KEYNOTES
01SCREEN WALL ELEVATIONS (DASHED) NOT SHOWN, SEE SCREEN
WALL ELEVATIONS
021/2" VERTICAL PANEL JOINT
031/2" HORIZONTAL PANEL JOINT
04STACKED BOND BRICK, -1 1/4" FROM FIELD BRICK
05INTEGRAL LOUVER AREA
MATERIAL HATCH LEGEND
NO.REASONDATE
MINOR RIDGELINE
246' - 10"
DFEGJLK
MECHANICAL ROOF
232' - 10"
PENTHOUSE ROOF
245' - 2"
1' - 4"
1' - 8"
12' - 4"
3A
A5.2.5
COP
301
MINOR RIDGELINE
246' - 10"
D FE G J LK
MECHANICAL ROOF
232' - 10"
PENTHOUSE ROOF
245' - 2"
T/PLATFORM STEEL
242' - 1"
COP
1' - 8"
3' - 1"
9' - 3"
MINOR RIDGELINE
246' - 10"
10
4A
A3.1.2
MECHANICAL ROOF
232' - 10"
PENTHOUSE ROOF
245' - 2"
T/PLATFORM STEEL
242' - 1"
COP 9' - 3"
3' - 1"
1' - 8"
MINOR RIDGELINE
246' - 10"
10
4A
A3.1.2
MECHANICAL ROOF
232' - 10"
PENTHOUSE ROOF
245' - 2"
T/PLATFORM STEEL
242' - 1"
COP
1' - 8"
3' - 1"
9' - 3"
BRK MODULAR FACE BRICK
COP COPPER (MCM PANEL, SHEET); SEE DETAIL FOR TYPE
GL##GLAZING; SEE GLAZING LEGEND
PAC PRECAST ARCHITECTURAL CONCRETE
SLT SLATE TILE ROOFING
CSM CAST STONE MASONRY
INTERIOR GLAZING
GL01 1/2" TEMPERED GLASS
GL02 1/2" LAMINATED GLASS
EXTERIOR GLAZING
GL10 1" INSULATED GLAZING UNIT, VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
GL11 1" INSULATED GLAZING UNIT, SPANDREL GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
SPANDREL COATING ON #4 SURFACE
GL12 1" INSULATED GLAZING UNIT, OBSCURED VISION GLAZING
2 LAYERS 1/4" CLEAR GLASS W/ 1/2" AIR SPACE
LOW-E COATING ON #2 SURFACE
VINYL FILM ON #4 SURFACE
RECESSED BRICK, -5/8" FROM FIELD BRICK
RECESSED BRICK, -5/8" FROM FIELD BRICK, STACK BOND
LOUVER TO MATCH METAL PANEL RAINSCREEN
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A2.1.4
EXTERIOR ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A2.1.4
3C ELEVATION - MECHANICAL ROOF NORTH
1/4" = 1'-0"A2.1.4
3A ELEVATION - MECHANICAL ROOF SOUTH
1/4" = 1'-0"A2.1.4
6A ELEVATION - MECHANICAL ROOF WEST
1/4" = 1'-0"A2.1.4
6C ELEVATION - MECHANICAL ROOF EAST
X MATERIALS LEGENDGLAZING LEGENDXSHEET KEYNOTES
01SCREEN WALL ELEVATIONS (DASHED) NOT SHOWN, SEE SCREEN
WALL ELEVATIONS
021/2" VERTICAL PANEL JOINT
031/2" HORIZONTAL PANEL JOINT
04STACKED BOND BRICK, -1 1/4" FROM FIELD BRICK
05INTEGRAL LOUVER AREA
MATERIAL HATCH LEGEND
NO.REASONDATE
24' - 0" MO
2' - 0"
01
02
5' - 4" MO
T/O MULLION
2' - 0"
7' - 4" B/O MULLION
B/O MULLION
2' - 0"
7' - 4"
2' - 8"
8"
9' - 4" MO
5' - 4" MO
2' - 0"
7' - 4"
8' - 0" RO
24' - 0" RO
6' - 8" B/O MULLION
2' - 8"
8"
2' - 0"
01
02
T/O MULLION
12' - 0"
B/O MULLION
2' - 8"
24' - 0" RO
8' - 0" DOOR
6' - 8" B/O MULLION
2' - 8"
8"
10' - 0" RO
01
MULLION
2' - 8" B/O
EQ 6' - 0" DOOR EQ
T/O MULLION
12' - 0"
24' - 0" MO
9' - 4" MO
2' - 0"2' - 0"
MULLION
2' - 0" B/O
7' - 4"
2' - 8"
8"
01
02
9' - 4" T/O MULLION
6' - 8" RO
B/O MULLION
6' - 8"
2' - 8"
8"
24' - 0" RO
01
T/O MULLION
12' - 0"
8' - 0" DOOR
05
12' - 0" T/O MULLION
6' - 8" B/O MULLION
2' - 8"
8"
24' - 0" RO
6' - 8" RO
2' - 0"
01
02
MULLION
2' - 8" B/O
6' - 8" RO
24' - 0" RO
01
02
DOOR
3' - 0"
6' - 8" B/O MULLION
2' - 8"
8"
B/O MULLION
2' - 8"
12' - 0" T/O MULLION
8' - 0" DOOR
05
9' - 4" RO
2' - 0"
FOG
2' - 10"
21' - 4" RO
6' - 8" B/O MULLION
2' - 8"
8"
T/O MULLION
9' - 4"
01
02
03
04
9' - 4" RO
21' - 4" RO
2' - 0"
FOG
2' - 10"
01
02
03
04
9' - 4" T/O MULLION
8"
2' - 8"
6' - 8" B/O MULLION
2' - 0"
21' - 4" RO8"
2' - 8"
6' - 8" B/O MULLION
9' - 4" T/O MULLION
2' - 0"2' - 0"
10' - 0" RO
01
02
1.VERIFY ALL ROUGH OPENING DIMENSIONS IN FIELD
2.SEE BUILDING ELEVATIONS FOR GLAZING TYPES AND LOCATIONS
24' - 0" RO
8' - 0" DOOR
MULLION
6' - 8" B/O
2' - 8"
8"
12' - 0" T/O MULLION
10' - 0" RO
01
02
EQ 6' - 0" DOOR EQ
1"
EXTERIOR FACE OF IGU
3"
1"
HORIZONTAL
VERTICAL
1"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
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A2.2.0
EXTERIOR FRAMING
SYSTEM ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A2.2.0
5E ELEVATION - AFS-11
1/4" = 1'-0"A2.2.0
6E ELEVATION - AFS-10
1/4" = 1'-0"A2.2.0
3E ELEVATION - AFS-13
1/4" = 1'-0"A2.2.0
2E ELEVATION - AFS-14
1/4" = 1'-0"A2.2.0
6C ELEVATION - AFS-16
1/4" = 1'-0"A2.2.0
5C ELEVATION - AFS-17
1/4" = 1'-0"A2.2.0
1E ELEVATION - AFS-15
1/4" = 1'-0"A2.2.0
4E ELEVATION - AFS-12
1/4" = 1'-0"A2.2.0
3C ELEVATION - AFS-18
1/4" = 1'-0"A2.2.0
2C ELEVATION - AFS-19, AFS-20
1/4" = 1'-0"A2.2.0
1C ELEVATION - AFS-21
01CAPTURED GLAZING MULLION W/ RECTILINEAR CAP, TYP.
02CAPTURED GLAZING MULLION W/ PROFILED CAP, TYP.
03CORNER SEALANT JOINT
04INTERMEDIATE PRECAST PANEL, SEE PLAN
05EMERGENCY LIGHT FIXTURE MOUNTED TO MULLION W/
INTEGRAL WIRING RACEWAY, SEE ELECT.
X SHEET KEYNOTES
GENERAL NOTES
1/4" = 1'-0"A2.2.0
6A ELEVATION - AFS-22
1 1/2" = 1'-0"A2.2.0
5A SECTION - MULLION CAP PROFILES
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
PENTHOUSE
229' - 10"
A B
C D FE G J LK
M
N
O
9 5/8"
VESTIBULE
100
WAITING/RECEPTION
101
FIRESIDE
102
WAITING/RECEPTION
201
17' - 0"
16' - 8"
14' - 8"
A.1 A.2
PENTHOUSE ROOF
245' - 2"
T/PLATFORM STEEL
242' - 1"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A3.1.0
BUILDING SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A3.1.0
2A BUILDING SECTION - EAST-WEST AT INTERVIEW / ENTRY VESTIBULE
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
PENTHOUSE
229' - 10"
MINOR RIDGELINE
246' - 10"
A B
C D FE G J LK
M
N
O
A3.2.2
5A
1' - 8"
15' - 4"
2' - 8"
14' - 0"
14' - 8"
MEN
207
WAITING/RECEPTION
201
STAIR 1
ST1-2
STAIR 1
ST1-1
WAITING/RECEPTION
101
JANITOR
114
MEN
107
WAITING/RECEPTION
101
OPEN
OFFICE
210
WORKROOM
212
DOMESTIC
WATER
105
WAITING/RECEPTION
101
INTERVIEW
2
104
INTERVIEW
4
204
A.1 A.2
PENTHOUSE ROOF
245' - 2"
MECH.
PENTHOUSE
48
WAITING/RECEPTION
201
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A3.1.1
BUILDING SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A3.1.1
2A BUILDING SECTION - EAST-WEST AT PENTHOUSE
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
PENTHOUSE
229' - 10"
MINOR RIDGELINE
246' - 10"
C D FE G J LK
M
N
MECHANICAL ROOF
232' - 10"
4' - 9"
9' - 3"
3' - 0"
2' - 8"
14' - 0"
14' - 8"
OFFICE
210B
OPEN
OFFICE
210
SECURE
214
OFFICE
210N
OPEN
OFFICE
210
OFFICE
210L
OFFICE
110A
OPEN
OFFICE
110
9"
12"
9"
12"
A6.0.1
1D
T/PLATFORM STEEL
242' - 1"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
C D FE G J LK
M
N
A3.2.0
3A
OPEN
OFFICE
210
OFFICE
210E
OFFICE
210H
OPEN
OFFICE
110
OFFICE
110D
9"
12"9"
12"
14' - 0"
14' - 8"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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513-4742-00
01/31/17
A3.1.2
BUILDING SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A3.1.2
4A BUILDING SECTION - EAST-WEST AT MECHANICAL ROOF
1/4" = 1'-0"A3.1.2
1A BUILDING SECTION - EAST-WEST AT OFFICE
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
M
N
A5.2.3
3C
2' - 8"
14' - 0"
14' - 8"
RS01 - SEE SHEET A0.3.0
RS02 - SEE SHEET A0.3.0
PRECAST SILL BEYOND
PRECAST HEADER BEYOND
PRECAST SILL BEYOND
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
A5.2.2
3A
A5.2.1
6C
FOB
2' - 0"
EOS
9"
1' - 0"
14' - 0"
14' - 8"
STRUCT
SEE
EOS
1' - 4"
WS01 - SEE SHEET A0.2.0
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
05 12 00 STRUCTURAL STEEL
FRAMING
FS04 - SEE SHEET A0.3.0
FOB
2' - 0"
03
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
M
N
A5.2.3
3C
SIM
2' - 8"
14' - 0"
14' - 8"
24' - 0" MO
2' - 8"
WS02 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
03 45 00 - PRECAST HEADER
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
RS02 - SEE SHEET A0.3.0
RS01 - SEE SHEET A0.3.0
WS01 - SEE SHEET A0.2.0
CEILING AS SCHEDULED
A5.2.2
5A
INTERIOR PARTITION BEYOND
A5.2.1
6A
FOG
1' - 6"
FOB
2' - 0"
A5.2.2
2C
EOS
9"
EOS
1' - 4"
FOB
1' - 11 3/8"
FOB
2' - 0"
FS04 - SEE SHEET A0.3.0
05 12 00 STRUCTURAL STEEL
FRAMING
05 12 00 STRUCTURAL STEEL
FRAMING
03
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
M
N
A5.2.3
3C SIM
2' - 8"
14' - 0"
14' - 8"
9' - 4" MO
5' - 4"
9' - 4" MO
2' - 8"
STRUCT
SEE
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS01 BEYOND
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
04 72 00 - CAST STONE SILL
04 72 00 - CAST STONE LINTEL
RS02 - SEE SHEET A0.3.0
RS01 - SEE SHEET A0.3.0
A5.2.2
6A
A5.2.1
6A SIM
FS02 - SEE SHEET A0.3.0
FOB
2' - 0"
1' - 11 3/8" FOB
A5.2.2
3C
EOS
9"
FOG
1' - 6"
FOG
1' - 6"
EOS
1' - 4"
WS02 - SEE SHEET A0.2.0
FOB
2' - 0"
05 12 00 STRUCTURAL STEEL
FRAMING
05 12 00 STRUCTURAL STEEL
FRAMING
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
03
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
2
14' - 8"
14' - 0"
2' - 8"
A5.2.3
2C SIM
RS01 - SEE SHEET A0.3.0
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
A5.2.2
2A
A5.2.1
6A SIM
SEE STRUCT.
01
02
03 45 00 - PRECAST HEADER
03 45 00 - PRECAST SILL
WS02 - SEE SHEET A0.2.0
9' - 4" MO
FOB
1' - 4"
1' - 3 3/8" FOB
FOB
1' - 3 3/8"
1' - 4" FOB
FOG
10 1/256"
FOG
10 1/256"
2.9
WS02 - SEE SHEET A0.2.0
FS02 - SEE SHEET A0.3.0
WS01 - SEE SHEET A0.2.0
0303
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"01
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
RS01 - SEE SHEET A0.3.0
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
14' - 8"
14' - 0"
2' - 8"
A5.2.2
5C
02
03
A5.2.1
6C SIM
8"
A5.2.3
2C SIM
T/PLATFORM STEEL
242' - 1"
FS02 - SEE SHEET A0.3.0
03
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A3.2.0
EXTERIOR WALL
SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/2" = 1'-0"A3.2.0
6A SECTION - BRICK VENEER WALL AT OFFICE
1/2" = 1'-0"A3.2.0
5A SECTION - BRICK VENEER WALL AT OFFICE CURTAIN WALL
1/2" = 1'-0"A3.2.0
3A SECTION - BRICK VENEER WALL AT OFFICE WINDOWS
1/2" = 1'-0"A3.2.0
1A SECTION - BRICK VENEER WALL AT ENTRY GABLE
1/2" = 1'-0"A3.2.0
2A SECTION - BRICK VENEER WALL AT LOBBY
01BRICK REVEAL COURSE
02VENT AT HEAD JOINTS, 24" OC
03WEEP AT HEAD JOINTS, 24" OC
041/2" HORIZONTAL PANEL JOINT
X SHEET KEYNOTES
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
MINOR RIDGELINE
246' - 10"
1
11 3/8" FOB
1' - 0" FOB
SEE STRUCT.
2' - 8"
24' - 0" MO
8"
7' - 4"
8"
VARIES
5/8"
5/8"
2' - 8"
2' - 8"
FOB
1' - 0"
FOB
11 3/8"
FOB
1' - 0"
6" FOG
04 72 00 - CAST STONE
ORNAMENT
04 72 00 - CAST STONE LINTEL
04 72 00 - CAST STONE
ORNAMENT
04 72 00 - CAST STONE RAKE
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
03 45 00 - PRECAST SILL
WS02 - SEE SHEET A0.2.0
14' - 8"
16' - 8"
VARIES
A5.2.2
5C SIM
A5.2.2
1C
A5.2.1
4A
A5.2.3
2C SIM
FS02 - SEE SHEET A0.3.0
PENTHOUSE ROOF
245' - 2"
T/PLATFORM STEEL
242' - 1"
5C
A5.1.3
SIM
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
MINOR RIDGELINE
246' - 10"
11 12
9' - 4" MO
5' - 4"
9' - 4" MO
2' - 8"
STRUCT
SEE
WS02 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
04 72 00 - CAST STONE RAKE
04 72 00 - CAST STONE RAKE
RS01 - SEE SHEET A0.3.0
RS01 - SEE SHEET A0.3.0
04 72 00 - CAST STONE LINTEL
04 72 00 - CAST STONE LINTEL
04 72 00 - CAST STONE SILL
04 72 00 - CAST STONE SILL
WS02 - SEE SHEET A0.2.0
FS02 - SEE SHEET A0.3.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
01
A5.2.1
6A SIM
A5.2.2
6A SIM
A5.2.3
2A
03
02
A5.2.2
3C
SIM
16' - 8"
14' - 8"
2' - 0" FOB
1' - 11 3/8" FOB
11 1/2"
1' - 11 3/8" FOB
FOG
1' - 6"
2' - 0" FOB
FS04 - SEE SHEET A0.3.0
A5.2.3
2C
PENTHOUSE ROOF
245' - 2"
EOS
9"
05 12 00 - STRUCTURAL STEEL
TUBE
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
2' - 8"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
11 12
16' - 8"
14' - 8"
24' - 0" MO
2' - 8"
1' - 6" FOG
2' - 0" FOB
1' - 11 3/8" FOB
2' - 0" FOB SEE STRUCT.
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
01
03
02
A5.2.1
4A SIM
A5.2.2
5A SIM
A5.2.3
2C SIM
RS01 - SEE SHEET A0.3.0
EOS
9"
MINOR RIDGELINE
246' - 10"
LK
MECHANICAL ROOF
232' - 10"
A5.2.3
4A
A5.2.3
4D
RS01 - SEE SHEET A0.3.0
RS03 - SEE SHEET A0.3.0
WS05 - SEE SHEET A0.2.0
07 42 13.13 -
CONCEALED-FASTENER,
LAP-SEAM METAL WALL PANELS
5' - 8"
2' - 0"
8' - 0"
4"
14' - 0"
PENTHOUSE
229' - 10"
MINOR RIDGELINE
246' - 10"
LK
A5.2.3
6A
A5.2.3
6D
PENTHOUSE ROOF
245' - 2"
1' - 8"
15' - 4"
2' - 4"
5' - 4"
9' - 4"
WS05 - SEE SHEET A0.2.0
RS01 - SEE SHEET A0.3.0
RS03 - SEE SHEET A0.3.0
0G6A
08 90 00 - INTEGRAL LOUVER
SYSTEM TO MATCH FORMED
METAL RAINSCREEN
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A3.2.1
EXTERIOR WALL
SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/2" = 1'-0"A3.2.1
3A SECTION - EXTERIOR WALL AT LOBBY AT CURTAIN WALL
X SHEET KEYNOTES
01BRICK REVEAL COURSE
02VENT AT HEAD JOINTS, 24" OC
03WEEP AT HEAD JOINTS, 24" OC
041/2" HORIZONTAL PANEL JOINT
1/2" = 1'-0"A3.2.1
4A SECTION - EXTERIOR WALL AT OFFICE GABLE
1/2" = 1'-0"A3.2.1
6A SECTION - EXTERIOR WALL AT OFFICE DOUBLE-HEIGHT OPENING AT GABLE
1/2" = 1'-0"A3.2.1
1D SECTION - METAL PANEL SCREEN WALL AT ROOF
1/2" = 1'-0"A3.2.1
1A SECTION - METAL PANEL WALL AT PENTHOUSE
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
8
A5.2.4
2C
A5.2.4
6A
14' - 0"
14' - 8"
2' - 8"
4' - 0"
24' - 0" RO
STRUCT
SEE
4"
WS04 - SEE SHEET A0.2.0
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
05 12 00 - STRUCTURAL STEEL
FRAMING
FS04 - SEE SHEET A0.3.0
FS02 - SEE SHEET A0.3.0
RS03 - SEE SHEET A0.3.0
8"
3' - 10" FOG
A5.2.1
2C SIM
FOS
3' - 11 3/8"
05 12 00 STRUCTURAL STEEL
FRAMING
7.8
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
O
A5.2.1
1C
14' - 0"
14' - 8"
A5.2.4
4C SIM
FS04 - SEE SHEET A0.3.0
FS02 - SEE SHEET A0.3.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
05 12 00 - STRUCTURAL STEEL
FRAMING
WS03 - SEE SHEET A0.2.0
WS04 - SEE SHEET A0.2.0
RS03 - SEE SHEET A0.3.0
A5.2.4
6A SIM
2' - 8"
4' - 0"
24' - 0" RO
STRUCT
SEE
4"
2' - 0"
FOG
1' - 6"
2' - 8"
FOS
1' - 4"
05 12 00 STRUCTURAL STEEL
FRAMING
EOS
9"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
O
2' - 8"
FOG
1' - 6"
14' - 0"
14' - 8"
STRUCT.
SEE
2' - 8"
4' - 0"
24' - 0" RO
4"
WS04 - SEE SHEET A0.2.0
WS03 - SEE SHEET A0.2.0
08 44 13 - DOOR HEAD
FS02 - SEE SHEET A0.3.0
A5.2.1
2C SIM
A5.2.4
4C
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
CEILING AS SCHEDULED
EXTERIOR SLAB, SEE
LANDSCAPE/CIVIL
FOS
1' - 4"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
O
14' - 0"
14' - 8"
WS03 - SEE SHEET A0.2.0
FS01 - SEE SHEET A0.3.0
05 51 13 - METAL PAN STAIRS
05 52 13 - PIPE AND TUBE
RAILINGS
05 12 00 - STRUCTURAL STEEL
FRAMING
05 12 00 - STRUCTURAL STEEL
FRAMING
A5.2.1
4C
STRUCT.
SEE
24' - 0"
4' - 0"
2' - 8"
4"
2' - 8"
2' - 8"
WS04 - SEE SHEET A0.2.0
A5.2.4
6C
FOS
1' - 4"
FOS
1' - 4"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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513-4742-00
01/31/17
A3.2.2
EXTERIOR WALL
SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
01BRICK REVEAL COURSE
02VENT AT HEAD JOINTS, 24" OC
03WEEP AT HEAD JOINTS, 24" OC
041/2" HORIZONTAL PANEL JOINT
X SHEET KEYNOTES
1/2" = 1'-0"A3.2.2
6A SECTION - EXTERIOR WALL AT STAIRWAY EXIT
1/2" = 1'-0"A3.2.2
5A
SECTION - PRECAST WALL AT STAIRWAY
CURTAIN WALL
1/2" = 1'-0"A3.2.2
2A
SECTION - CURTAINWALL AT WEST
ENTRY
1/2" = 1'-0"A3.2.2
4A SECTION - PRECAST WALL AT ENTRY
NO.REASONDATE
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
3 2
14' - 8"
14' - 0"
4"
10" FOG
WS04 - SEE SHEET A0.2.0
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
FS04 - SEE SHEET A0.3.0
FS02 - SEE SHEET A0.3.0
08 44 13 - DOOR HEAD
05 12 00 - STRUCTURAL STEEL
FRAMING
A5.2.1
2C
A5.2.4
4C SIM
1' - 4"
STRUCT
SEE
24' - 0" RO
4' - 0"
2' - 8"
A5.2.4
4A
FOS
8"
RS03 - SEE SHEET A0.3.0
05 12 00 STRUCTURAL STEEL
FRAMING
04
3.2 2.9
9"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
3 2
FOG
1' - 6"
14' - 8"
14' - 0"
STRUCT
SEE
2' - 8"
21' - 4"
4' - 0"
8"
2' - 0"
A5.2.1
2A
FOS
1' - 4"
FOS
1' - 4"
WS03 - SEE SHEET A0.2.0
WS04 - SEE SHEET A0.2.0
RS03 - SEE SHEET A0.3.0
05 12 00 STRUCTURAL STEEL
FRAMING
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS03 - SEE SHEET A0.2.0
FS02 - SEE SHEET A0.3.0
04
4"
3.2 2.9
A5.2.4
4C
SIM
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
A
A5.2.1
2A
SIM
6"
RS03 - SEE SHEET A0.3.0
WS04 - SEE SHEET A0.2.0
WS03 - SEE SHEET A0.2.0
05 12 00 STRUCTURAL STEEL
FRAMING
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS03 - SEE SHEET A0.2.0
FS02 - SEE SHEET A0.3.0
FOG
10"
FOS
8"
04
4"
2' - 0"
8"
4' - 0"
21' - 4"
2' - 8"
STRUCT
SEE
14' - 0"
14' - 8"
A.1A.2
A5.2.4
4C SIM
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
A
14' - 0"
14' - 8"
2' - 0"
8"
13' - 4"
14' - 8"
STRUCT
SEE
FOS
8"
FOS
8"
1' - 4"
1' - 4"
RS03 - SEE SHEET A0.3.0
WS04 - SEE SHEET A0.2.0
WS03 - SEE SHEET A0.2.0
05 12 00 STRUCTURAL STEEL
FRAMING
FS04 - SEE SHEET A0.3.0
05 12 00 STRUCTURAL STEEL
FRAMING
FS02 - SEE SHEET A0.3.0
04
4"
A.1A.2
EOS
9"
6"
7 5/8"
A5.2.4
6C
SIM
A5.2.1
4C
SIM
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
A
14' - 0"
14' - 8"
2' - 0"
8"
4' - 0"
21' - 4"
2' - 8"
STRUCT
SEE
RS03 - SEE SHEET A0.3.0
WS04 - SEE SHEET A0.2.0
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS03 - SEE SHEET A0.2.0
FS02 - SEE SHEET A0.3.0
05 12 00 STRUCTURAL STEEL
FRAMING
05 12 00 STRUCTURAL STEEL
FRAMING
04
4"
FOS
8"
FOG
10"
FOG
10"
FOS
8"
A.1A.2
FS04 - SEE SHEET A0.3.0
EOS
9"
A5.2.1
2A
SIM
A5.2.4
6A
SIM
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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01/31/17
A3.2.3
EXTERIOR WALL
SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/2" = 1'-0"A3.2.3
1A SECTION - CURTAIN WALL AT NORTH ENTRY
1/2" = 1'-0"A3.2.3
2A SECTION - CURTAIN WALL AT FIRESIDE NORTH
1/2" = 1'-0"A3.2.3
3A SECTION - CURTAIN WALL AT FIRESIDE EAST
1/2" = 1'-0"A3.2.3
5A SECTION - PRECAST WALL AT INTERVIEW
1/2" = 1'-0"A3.2.3
6A SECTION - CURTAIN WALL AT INTERVIEW
X SHEET KEYNOTES
01BRICK REVEAL COURSE
02VENT AT HEAD JOINTS, 24" OC
03WEEP AT HEAD JOINTS, 24" OC
041/2" HORIZONTAL PANEL JOINT
NO.REASONDATE
4'-0"
19" MAX
9" MIN
29" MIN
34" MAX
40" MAX
4'-0"
4'-0"
2'-0"
1'-5"
6'-0"
9"
2'-0"
5'-6"
27" MIN
34" MAX
5'-3"
36" MAX
3'-3"
42"
36" MAX
36" MAX
19"
MIN
17"-19"
1'-9"
WALL MIRROR
TOILET TISSUE DISPENSER
GRAB BAR
EDGE OF PAPER
SANITARY NAPKIN DISPOSALDRINKING FOUNTAIN
H.C.
TOILET SEAT COVER
COAT
HOOK
PAPER TOWEL
/ WASTE
RECEPTICLE
MAX BOWL DEPTH 6"
RECESSED OR
COUNTER MOUNTED
SOAP DISPENSER
FLOOR AND/OR
WALL MOUNTED
PARTITION
DIAPER CHANGING STATION
UNFOLDED WORKSURFACE HEIGHT
TOILET SEAT COVER
ACCESSIBLE TOILET
(1'-3" @ OTHERS)
MIRRORURINAL AND ACCESSIBLE URINAL
NOTE: MOUNTING HEIGHT DIMENSIONS ARE TO THE TOP OF
EQUIPMENT TO COMPLY WITH ADA REQUIREMENTS. FIXTURES ARE
TO BE MOUNTED AS NOTED.
SANITARY NAPKIN DISPENSER
NOTE: HIGHEST CONTROL, OPERATING MECHANISM
OR DISPENSING SLOT AT 48" MAX AFF FOR ALL
DISPENSERS, DISPOSALS, ETC.
ALL EXPOSED HOT AND COLD WATER
PIPES SHALL BE INSULATED WITH
PRODUCT SPECIFICALLY MANUFACTURED
FOR THIS PURPOSE UNLESS COVERED
WITH ADA APRON.
UTILITY SHELF WITH MOP HOOK STRIP AND RAG BAR
SOAP
DISPENSER
3'-4"
3'-4"
1'-6" MIN.
756 98
F
G
J
2' - 3"2' - 3"
6"
6"
6"
6"6"
4' - 0"
5' - 5 1/2"
6"9' - 2 3/4"1' - 2 1/2"9' - 11 1/2"1 1/4"
0G3AS
0G3AS
0G6AS
0G3AS
0G3AS
0G30G3
0G3
0G3AS
0G3 0G3
106107
114
2' - 0"
2' - 0"
4"4"
6"
A4.0.0 1B
75 9
F
J
H
2B
4B
3B
MEN
107 WOMEN
106
B
C
A
D E E D B
C
A
D D
1' - 6"
1' - 6"
F
F
2' - 0"GG
F
F
H
7.8
0G3AES 0G3AES
I I
756 98
F
G
J
6"
6"9' - 8 3/4"1' - 2 1/2"
2' - 0 1/2"7 1/2"5' - 5"7 1/2"
EQ EQ
6"
4' - 11 1/2"
1' - 6"
207 206
6"6"6' - 0 1/2"
4"
4"
4' - 0"
5' - 5 1/2"
4' - 0"
0G3
0G3
0G3 0G3
0G30G3
0G3E 0G3E
0G3
0G3E0G3E0G3E
0G30G3
1G6A7' - 2 1/8"
7' - 2 1/8"
75 9
F
J
H
1' - 6"
B
C
A
D E
A4.0.0
2B
1B
3B
4B
E D B
C
A
D
F
F
GG
F
F
7.8
I I
3A
A8.3.5
sim
G
C
D
B
E
DA
VANITY LIGHTS
WALL TILE
BASE CABINET, PL-2
(ADA SINK)
WALL TILE
2' - 0"2' - 0"
1' - 6"
2' - 10"
QUARTZ
COUNTERTOP, QZ-3
5' - 0"
4" TILE BASE
C
D A
B
E
4" TILE BASE
F F
PARTITION RATING
PARTITION MATERIAL
NOMINAL WIDTH OF STRUCTURE
NXNX X
PARTITION HEIGHT CATEGORY
(EXTEND TO STRUCTURE IF NOT INDICATED)
PARTITION MODIFIER
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A4.0.0
ENLARGED TOILET
PLANS AND
ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
X SHEET KEYNOTES
GENERAL NOTES
X TOILET ACCESSORIES LEGEND
SEE FINISH MATERIAL SCHEDULE ON SHEET A811 FOR FINISH INFORMATION
GENERAL FINISH NOTES
1/4" = 1'-0"A4.0.0
5B TOILET ROOM - LEVEL 01
1/4" = 1'-0"A4.0.0
4D TOILET ROOM - LEVEL 02
1/4" = 1'-0"A4.0.0
1B 107 MEN RESTROOM E
1/4" = 1'-0"A4.0.0
2B 107 MENS RESTROOM N
1/4" = 1'-0"A4.0.0
3B 107 MENS RESTROOM S
1/4" = 1'-0"A4.0.0
4B 107 MENS RESTROOM W
4" TILE BASE
01SCREEN WALL ELEVATIONS (DASHED) NOT SHOWN, SEE SCREEN WALL ELEVATIONS
021/2" VERTICAL PANEL JOINT
031/2" HORIZONTAL PANEL JOINT
04STACKED BOND BRICK, -1 1/4" FROM FIELD BRICK
05INTEGRAL LOUVER AREA
PARTITION TAG KEY
NO.REASONDATE
P
MS
P
P
4 5
F
G
J
A4.1.1 2A
A4.1.1 5A2B
A4.1.1
4B
A4.1.1
4A
14' - 0"
4' - 9"
2' - 7 1/8"
4 1/4"8"
1' - 0 1/4"4' - 1"
4 5
D
F
E
G
J
A4.1.1
4D
A4.1.1
5D
5C
A4.1.1 2C
2D
A8.4.1
6D
A8.4.1
7D
AFS-06
AFS-07
2"8 3/8"3' - 9 1/2"
4' - 7 7/8"
1' - 9"
5' - 0"
1' - 9"
10 1/4"
3' - 0"
2' - 8"
6' - 10"
3' - 2"
CASHIER
211
WAITING/RECEPTION
201
OPERATING SWITCH
FOR COUNTER
SHUTTER DOOR
6D3A
A8.3.2
SIM
5' - 10"3' - 0"
ALIGN
2D
A8.3.6
7D
A8.4.1
FRAMLESS GLASS
DOOR
3/4" PLYWOOD W/
WOOD VENEER
1/2" HORIZONTAL WOOD
REVEAL. TYP.
1/2" VERTICAL WOOD
REVEAL, TYP.
4" SOLID WOOD
BASE, WB-2
RECEPTION DESK
3' - 1"2' - 9"3' - 0"
1' - 6"
4' - 11 1/2"
3' - 6 1/2"
6D
A8.4.1
FRAMELESS
GLAZING SYSTEM
3/4" PLYWOOD W/
WOOD VENEER
4" SOLID WOOD
BASE, WB-2
1/2" HORIZANTAL
WOOD REVEAL. TYP.
2' - 6"2' - 6"3' - 0"4' - 9 1/4"
1' - 5 7/8"
POWDERED
COUNTER
SHUTTER DOOR
6' - 5 1/2"
3' - 6 1/2"
4A
A8.3.1
10' - 5 1/2"
6' - 11 1/2"3' - 6"4' - 0"
1A
A8.3.6
3A
A8.3.6
1D
A8.3.6
4A
A8.3.6
7' - 0"
4" WOOD BASE, WB-2
2 CM NATURAL STONE, ST-2
3' - 6"
PLYWOOD PANEL
W/ WOOD VENEER,
WD-1
2' - 11 7/8"
3' - 0 1/4"
1' - 5 1/4"
3' - 0"4' - 0"2' - 0"6' - 10"
EQ
EQ
EQ
2D
A8.3.1
SIM
1A
A8.4.2
6E
A8.3.6
1B
A8.3.1
SIM
4D
A8.3.1
SIM3/4" PLYWOOD
WITH WOOD
VENEER
4" SOLID WOOD
BASE, WB-2
3/4" (2CM)
NATURAL
STONE SLAB
1/2" COPPER
REVEAL, MT-2
DIMENSIONAL
SIGNAGE. SEE
SIGNAGE PACKAGE.
1/2" WOOD REVEAL
1/4" COPPER
PROTRUDING
TRIM
1A
A8.3.6
3A
A8.3.6
4A
A8.3.6 REMOVEABLE PANEL TO
ACCESS CHASE, PL-2
NATURAL STONE
TRANSACTION TOP W/
END PANEL, ST-2 WOOD VENEER
TRANSACTION TOP, WD-1
WOOD VENEER END
PANEL, WD-1
PLYWOOD PANEL W/ PLAM, PL-2
QUARTZ WORK SURFACE, QZ-2
LAMINATE DRAWER BASE
CABINET, PL-3
1' - 6"4' - 4 1/8"1' - 6"4' - 2 1/8"1' - 6"
4' - 0"10' - 5 1/8"
6 1/8"
2' - 7 1/2"
4 3/8"
3' - 6"
3' - 6"
4' - 8 7/8"
PLYWOOD PANEL
W/ WOOD VENEER,
WD-1
SOLID WOOD BASE, WB-21D
A8.3.6
SIM
PLYWOOD END PANEL W/
WOOD VENEER, WD-1
SOLID WOOD BASE, WB-22D
A8.3.6
SIM
2' - 10 3/8"
6 1/8"
2' - 7 1/2"
4 3/8"
NATURAL
STONE, ST-2
PLYWOOD
PANEL W/
WOOD VENEER,
WD-1
3' - 0"9' - 6"3' - 2"
10 1/4"
3' - 0"2' - 8"9' - 10"2"1' - 10"5' - 0"1' - 9"
3B
A8.3.6
6B
A8.3.6
1B
A8.3.6
5B
A8.3.6
3A
A8.3.2
10 1/4"8' - 7"10 1/4"3' - 0"
5' - 0"
QUARTZ
TRANSACTION TOP &
CASEWORK FRONT
(FINISH ENDS W/
QUARTZ), QZ-2
PLYWOOD PANEL W/
WOOD VENEER, WD-1
PLYWOOD PANEL
W/ WOOD
VENEER, WD-1
NATURAL STONE
TRANSACTION
TOP, ST-2
SOLID WOOD BASE W/
1/2" REVEAL, WB-2
PENDANT LIGHTS
7' - 2"
POWERED COUNTER
SHUTTER DOOR
1' - 6"3' - 6"1' - 6"3' - 6"1' - 6"3' - 6 1/4"
3B
A8.3.6
6B
A8.3.6
1B
A8.3.6
5B
A8.3.6
6A
A8.3.6
3' - 6"1' - 6"
6"
1' - 8 1/2"
11 1/2"
4"
2' - 6"
POWERED COUNTER
SHUTTER DOOR
QUARTZ TRANSACTION
TOP, QZ-2
QUARTZ WORKSURFACE, QZ-2
3/4" PLYWOOD W/
WOOD VENEER, WD-1
LAMINATE DRAWER
BASE CABINET, PL-3
REMOVEABLE ACCESS
PANEL, PL2
WOOD VENEER
TRANSACTION
TOP, WD-1
WOOD VENEER END
PANEL, WD-1
NATURAL STONE
TRANSACTION TOP, ST-2
QUARTZ
WORKSURFACE, QZ-2
1 1/2"9' - 3"1 1/2"3' - 0"
PLAM BELOW
COUNTER, PL-24"
1' - 8"
4"2"
4"2' - 10"4"
3A
A8.3.2
SIM
PLYWOOD
PANEL, PL-2
PL-2
3' - 6 1/4"3' - 7"4' - 2 1/2"2' - 0"6' - 8 1/2"
3D
A8.4.2
1B
A8.4.2
3B
A8.4.2
6D
A8.3.6
GWB, PAINTED
TEXTILE WALL COVERING
4" WOOD BASE, PAINTED.
RECESSED, WB-1 4" SOLID WOOD BASE, WB-2
1/2" WOOD REVEAL
1/4" COPPER
PROTRUDING TRIM
DIMENSIONAL SIGNAGE.
SEE SIGNAGE PACKAGE.
TEXTILE WALLCOVERING
2D
A8.3.6
PLYWOOD END PANEL W/
WOOD VENEER, WD-1
SOLID WOOD BASE, WB-2
PLYWOOD W/
WOOD VENEER
TRANSACTION
TOP, WD-1
NATURAL
STONE, ST-2
2' - 10 1/2"
6"
2' - 8"
4"
2"4' - 5 7/8"
2"5' - 2 3/8"
3D
A8.4.2
8' - 6"
10' - 0"
FRAMELESS
GLASS DOOR
3/4" PLYWOOD W/
WOOD VENEER
4" SOLID WOOD
BASE, WB-2
POWERED
COUNTER
SHUTTER DOOR
3' - 0"2' - 6"2' - 6"
3' - 6 1/2"
4' - 11 1/2"
1' - 6"
1/2" WOOD
REVEAL
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A4.1.1
ENLARGED FLOOR
PLANS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A4.1.1
1A ENLARGED PLAN - RECEPTION LEVEL 01
1/4" = 1'-0"A4.1.1
1C ENLARGED FLOOR PLAN - 2ND FLOOR RECEPTION-CASHIER
1/4" = 1'-0"A4.1.1
4D 201 2ND FL RECEPTION N
1/4" = 1'-0"A4.1.1
5D 211 CASHIER N
1/4" = 1'-0"A4.1.1
2A 1ST FL RECEP DESK FRONT
1/4" = 1'-0"A4.1.1
5A 1ST FL RECEPTION BACK WALL
1/4" = 1'-0"A4.1.1
2B 1ST FL RECEP DESK WORKSURFACE
1/4" = 1'-0"A4.1.1
4B 1ST FL RECEP DESK SIDE N
1/4" = 1'-0"A4.1.1
4A 1ST FL RECEP DESK SIDE S
1/4" = 1'-0"A4.1.1
2C 2ND FL RECEP DESK FRONT
1/4" = 1'-0"A4.1.1
2D 2ND FL RECEP DESK WORKSURFACE
1/4" = 1'-0"A4.1.1
5C 2ND FL RECEPTION DESK BACK WALL 1/4" = 1'-0"A4.1.1
4C 2ND FL RECEP DESK SIDE
1/4" = 1'-0"A4.1.1
6D 211 CASHIER S
NO.REASONDATE
G
O
1' - 6" CLEAR
CLEAR
3' - 6"
2' - 0"
8' - 8"
21' - 4"
5' - 4"8"8"5' - 4"
SCUPPER
1
A5.2.5
WS06 - SEE SHEET A0.2.0
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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513-4742-00
01/31/17
A4.1.2
ENLARGED FLOOR
PLANS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A4.1.2
4A ENLARGED PLAN - MECHANICAL YARD
NO.REASONDATE
11 12
L
K
WS01 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
05 12 00 - STRUCTURAL STEEL
FRAMING
WS02 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
8"
8"
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALLA5.1.3
5ETYP
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
11 12
N
05 12 00 STRUCTURAL STEEL
FRAMING
6"
6"
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
WS01 - SEE SHEET A0.2.0
8"5' - 4"8"
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
INTERIOR PARTITION AS
SCHEDULED, SEE PLAN
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
A5.1.3
5E
SIM
TYP
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
8"5' - 4" MO 8"
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL INTERIOR PARTITION AS
SCHEDULED, SEE PLAN
WS01 - SEE SHEET A0.2.0
WS02 - SEE SHEET A0.2.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
A5.1.3
5E
SIM
TYP
8
O
WS03 - SEE SHEET A0.2.0
03 45 00 - PAC PANEL WEST F,
SEE SHEET A0.4.0
WS03 - SEE SHEET A0.2.0
03 45 00 - PAC PANEL WEST E,
SEE SHEET A0.4.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
7.8
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
1/2"
3/4"
GROUT JOINT SOLID
A5.1.3
3E SIM
TYP
4
O
2' - 8"
03 45 00 - PAC PANEL WEST B,
SEE SHEET A0.4.0
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 80 00 - 1" VISION GLAZING08 80 00 - 1" VISION GLAZING
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
05 12 00 - STRUCTURAL STEEL
TUBE
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
06 10 53 - FIRE-TREATED
PLYWOOD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
A5.1.3
3C
TYP
5
O
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
03 45 00 - PAC PANEL WEST B,
SEE SHEET A0.4.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
A5.1.3
3E
3
O
WS03 - SEE SHEET A0.2.0
03 45 00 - PAC PANEL WEST D,
SEE SHEET A0.4.0
WS03 - SEE SHEET A0.2.0
03 45 00 - PAC PANEL WEST C,
SEE SHEET A0.4.0
05 12 00 - STRUCTURAL STEEL
FRAMING
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
1' - 4 5/8"
3.22.9
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
A5.1.3
3C
SIM
TYP
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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2
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7
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513-4742-00
01/31/17
A5.1.0
PLAN DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A5.1.0
6B PLAN DETAIL - EXTERIOR WALL AT K/12
1" = 1'-0"A5.1.0
6A PLAN DETAIL - EXTERIOR WALL AT N/11
1" = 1'-0"A5.1.0
3A PLAN DETAIL - OFFICE 2-LEVEL GLAZED OPENING
1" = 1'-0"A5.1.0
1A PLAN DETAIL - OFFICE WINDOW
01CONTINUE PARTITION 0G6 ABOVE STOREFRONT
X SHEET KEYNOTES
1" = 1'-0"A5.1.0
4B PLAN DETAIL - EXTERIOR WALL AT STAIRWAY EXIT ALCOVE
1" = 1'-0"A5.1.0
4D PLAN DETAIL - EXTERIOR WALL AT ENTRY/STAIRWAY
1" = 1'-0"A5.1.0
2B PLAN DETAIL - EXTERIOR WALL RECESS AT STAIRWAY
1" = 1'-0"A5.1.0
2D PLAN DETAIL - EXTERIOR WALL AT ENTRY/VESTIBULE
NO.REASONDATE
9
L
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
01
09 83 00 - SOUND ISOLATION
MATERIAL
11
12
D
6"
6"
1' - 6 3/8"
09 29 00 - GYPSUM WALL BOARD
05 12 00 - STRUCTURAL STEEL
FRAMING
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 22 16 - 6" METAL STUD
FRAMING
08 41 13 - STOREFRONT
FRAMING SYSTEM
WS01 - SEE SHEET A0.2.0
10
D
09 29 00 - GYPSUM WALL BOARD
01
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
08 41 13 - STOREFRONT
FRAMING SYSTEM
05 12 00 STRUCTURAL STEEL
FRAMING
6"
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
08 14 16 - WOOD DOOR; SEE
DOOR SCHEDULE
08 41 13 - STOREFRONT
FRAMING SYSTEM
D
08 41 13 - STOREFRONT
FRAMING SYSTEM08 41 13 - STOREFRONT
FRAMING SYSTEM
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 22 16 - 6" METAL STUD
FRAMING01
09 29 00 - GYPSUM WALL BOARD
3 5/8"6"
3
C
2.9
8"
8"
8"8"
06 42 16 - FLUSH WOOD
PANELING
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 41 13 - STOREFRONT ENTRY
DOOR
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
WS03 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
9
L
K
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
08 41 13 - STOREFRONT
FRAMING SYSTEM
05 12 00 - STRUCTURAL STEEL
FRAMING
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
6"
5 3/8"
3
2
B
09 29 00 - GYPSUM WALL BOARD
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
05 12 00 - STRUCTURAL STEEL
FRAMING
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
2.9
03 45 00 - PAC PANEL EAST B,
SEE SHEET A0.4.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
5
M
N
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
09 21 16.23 - GYPSUM BOARD
SHAFT WALL ASSEMBLY
09 21 16.23 - GYPSUM BOARD
SHAFT WALL ASSEMBLY
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
4
M
N
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
09 21 16.23 - GYPSUM BOARD
SHAFT WALL ASSEMBLY
09 21 16.23 - GYPSUM BOARD
SHAFT WALL ASSEMBLY
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
05 12 00 - STRUCTURAL STEEL
FRAMING
4
L
K
1' - 4"1' - 0"
BEAM ENCLOSURE ABOVE
8"
ALIGN
06 42 16 - FLUSH WOOD
PANELING
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
05 12 00 - STRUCTURAL STEEL
FRAMING
04 43 13.16 - ADHERED STONE
MASONRY VENEER
05 50 00 - MISC. STEEL TRIM
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 21 16.23 - GYPSUM BOARD
SHAFT WALL ASSEMBLY
1/2"
METAL TRIM; FINISH TO MATCH
ADJACENT PANEL
FERROUS METAL PANEL
TO MATCH ELEVATOR TRIM
REVEAL; FINISH TO
MATCH ELEVATOR
TRIM
5
L
K
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
09 21 16.23 - GYPSUM BOARD
SHAFT WALL ASSEMBLY
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 21 16.23 - GYPSUM BOARD
SHAFT WALL ASSEMBLY
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
14 24 00 - HYDRAULIC ELEVATOR
5 1/4"
ELECTRICAL PANEL, SEE ELEC.
M
N
WS03 - SEE SHEET A0.2.0
09 29 00 - GYPSUM WALL BOARD
05 40 00 - COLD-FORMED METAL
FRAMING
05 40 00 - COLD-FORMED METAL
FRAMING
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - GYPSUM WALL BOARD
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
6
M
N
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
05 12 00 - STRUCTURAL STEEL
FRAMING
05 52 13 - PIPE AND TUBE
RAILINGS
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
M
N
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
08 11 13 - HM FRAME
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
05 40 00 - COLD-FORMED METAL
FRAMING
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - GYPSUM WALL BOARD
08 11 13 - HM FRAME
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
06 10 53 - FIRE-TREATED
PLYWOOD
03 45 00 - PAC PANEL WEST G,
SEE SHEET A0.4.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
FACP, SEE ELEC.
12
C
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 3 5/8" METAL STUD
FRAMING
WS01 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
05 12 00 - STRUCTURAL STEEL
FRAMING
6"
6"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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2
0
1
7
1
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:
2
6
:
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1
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4
7
4
2
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0
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A
B
-
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513-4742-00
01/31/17
A5.1.1
PLAN DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A5.1.1
2B
PLAN DETAIL - COLUMN ENCLOSURE AT
OFFICE AT K/9
1" = 1'-0"A5.1.1
3A PLAN DETAIL - COLUMN ENCLOSURE AT D/12
1" = 1'-0"A5.1.1
2A
PLAN DETAIL - OFFICE DIVIDING
PARTITION AT ENTRY AT COLUMN
1" = 1'-0"A5.1.1
1A PLAN DETAIL - OFFICE DIVIDING PARTITION AT ENTRY
01CONTINUE PARTITION 0G6 ABOVE STOREFRONT
X SHEET KEYNOTES
1" = 1'-0"A5.1.1
5A PLAN DETAIL - EXTERIOR ENTRY AT C/3
1" = 1'-0"A5.1.1
1B PLAN DETAIL - OPEN OFFICE ENTRY AT FIRE PUMP
1" = 1'-0"A5.1.1
5B PLAN DETAIL - EXTERIOR ENTRY AT B/3
1" = 1'-0"A5.1.1
2D
PLAN DETAIL - ELEVATOR HOISTWAY
SOUTHWEST CORNER
1" = 1'-0"A5.1.1
1D PLAN DETAIL - ELEVATOR HOISTWAY NORTHWEST CORNER
1" = 1'-0"A5.1.1
1E PLAN DETAIL - ELEVATOR HOISTWAY NORTHEAST CORNER
1" = 1'-0"A5.1.1
2E
PLAN DETAIL - ELEVATOR HOISTWAY
SOUTHEAST CORNER
1" = 1'-0"A5.1.1
5D PLAN DETAIL - STAIRWAY ENTRY LEVEL 02 SOUTH
1" = 1'-0"A5.1.1
3D PLAN DETAIL - STAIRWAY ENTRY LEVEL 02 NORTH
1" = 1'-0"A5.1.1
5E PLAN DETAIL - STAIRWAY LEVEL 01 SOUTHEAST CORNER
1" = 1'-0"A5.1.1
3B PLAN DETAIL - COLUMN ENCLOSURE AT C/12
NO.REASONDATE
8
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
WS03 - SEE SHEET A0.2.0
03 45 00 - PAC PANEL EAST D,
SEE SHEET A0.4.0
WS01 - SEE SHEET A0.2.0
09 29 00 - GYPSUM WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
A
A.1
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
03 45 00 - PAC PANEL EAST A,
SEE SHEET A0.4.0
06 10 53 - FIRE-TREATED
PLYWOOD
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
09 83 00 - SOUND ISOLATION
MATERIAL
6
A
A.1
WS03 - SEE SHEET A0.2.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
03 45 00 - PAC PANEL EAST A,
SEE SHEET A0.4.0
09 22 16 - 6" METAL STUD
FRAMING
09 83 00 - SOUND ISOLATION
MATERIAL
06 10 53 - FIRE-TREATED
PLYWOOD
09 29 00 - GYPSUM WALL BOARD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
32
A
A.1
A.2
3.22.9
WS03 - SEE SHEET A0.2.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM
06 42 16 - FLUSH WOOD
PANELING
09 22 16 - 2 1/2" METAL STUD
FRAMING
03 45 00 - PAC PANEL EAST C,
SEE SHEET A0.4.0
05 12 00 - STRUCTURAL STEEL
TUBE
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
03 45 00 - PAC PANEL EAST C,
SEE SHEET A0.4.0
WS03 - SEE SHEET A0.2.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
06 10 53 - FIRE-TREATED
PLYWOOD
05 12 00 - STRUCTURAL STEEL
TUBE
06 42 16 - FLUSH WOOD
PANELING
09 22 16 - 2 1/2" METAL STUD
FRAMING
A5.1.3
1E
ALIGN
ALIGN
ALIGN
ALIGN
6"
9
M
N
09 22 16 - 6" METAL STUD
FRAMING05 40 00 - COLD-FORMED METAL
FRAMING
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
WS01 - SEE SHEET A0.2.0
09 29 00 - GYPSUM WALL BOARD
09 29 00 - GYPSUM WALL BOARD
N
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 29 00 - TYPE "X" GYPSUM
WALL BOARD
09 22 16 - 6" METAL STUD
FRAMING
05 40 00 - COLD-FORMED METAL
FRAMING
WS01 - SEE SHEET A0.2.0
22 14 23 - DOWNSPOUT NOZZLE,
SEE PLUMBING
D
08 90 00 - INTEGRAL LOUVER
SYSTEM TO MATCH FORMED
METAL RAINSCREEN
WS05 - SEE SHEET A0.2.0
RS01 - SEE SHEET A0.3.0
WS05 - SEE SHEET A0.2.0
05 12 00 - STRUCTURAL STEEL
TUBE
05 50 00 - MISC. STEEL TRIM
07 65 00 - FLEXIBLE FLASHING
SEAMLESS FACTORY-MITERED
CORNER PANELS
FORMED METAL PANEL
SCREEN WALL
INSULATED INTAKE/EXHAUST
PLENUM; SEE MECH.
FINISH STEEL FOR
EXTERIOR EXPOSURE; SEE
STRUCT.
8
A
A.1
A.2
7.8
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
03 45 00 - PAC PANEL EAST C,
SEE SHEET A0.4.0
03 45 00 - PAC PANEL EAST C,
SEE SHEET A0.4.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS03 - SEE SHEET A0.2.0
09 22 16 - 2 1/2" METAL STUD
FRAMING
06 42 16 - FLUSH WOOD
PANELING
06 42 16 - FLUSH WOOD
PANELING
09 22 16 - 2 1/2" METAL STUD
FRAMING
05 12 00 - STRUCTURAL STEEL
TUBE
05 12 00 - STRUCTURAL STEEL
TUBE
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
WS03 - SEE SHEET A0.2.0
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM
4"
A5.1.3
1C
4"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.1.2
PLAN DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A5.1.2
5C PLAN DETAIL - EXTERIOR WALL AT SOUTH ENTRY
1" = 1'-0"A5.1.2
3D PLAN DETAIL - PRECAST PIER AT INTERVIEW EAST, LEVEL 01
1" = 1'-0"A5.1.2
3E PLAN DETAIL - PRECAST PIER AT INTERVIEW EAST, LEVEL 02
1" = 1'-0"A5.1.2
1E PLAN DETAIL - PRECAST TRIM AT FIRESIDE NORTHEAST
1" = 1'-0"A5.1.2
3A PLAN DETAIL - RATED WALL TERMINATION AT COL LINE 9
1" = 1'-0"A5.1.2
5A PLAN DETAIL - RATED WALL TERMINATION AT ELECTRIC 113
1" = 1'-0"A5.1.2
5B PLAN DETAIL - PENTHOUSE WALL AT SCREEN WALL
1" = 1'-0"A5.1.2
5E PLAN DETAIL - CURTAIN WALL CORNER AT INTERVIEW
NO.REASONDATE
4 1/2"1/8"08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
04 26 13 - MODULAR BRICK
07 21 00 - RIGID INSULATION
05 40 00 - COLD-FORMED METAL
FRAMING
09 29 00 - GYPSUM WALL BOARD
06 10 53 - FIRE-TREATED
PLYWOOD
TERMINATE WEATHER
BARRIER AND FLASHING IN
CURTAIN WALL PERIMETER
SEALANT JOINT
07 92 00 - JOINT SEALANT
SYSTEM
07 21 00 - BATT INSULATION
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 92 00 - JOINT SEALANT
SYSTEM
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
06 10 53 - FIRE-TREATED
PLYWOOD
05 40 00 - COLD-FORMED METAL
FRAMING
09 29 00 - GYPSUM WALL BOARD
07 92 00 - JOINT SEALANT
SYSTEM
TERMINATE FLASHING
AND BUILDING WRAP
IN CURTAIN WALL
PERIMETER SEALANT
JOINT
07 21 00 - RIGID INSULATION
06 16 00 - GLASS MAT GYPSUM
SHEATHING
4 1/2"
07 21 00 - BATT INSULATION
A
3.2
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
07 21 00 - RIGID INSULATION
06 10 53 - FIRE-TREATED
PLYWOOD
05 12 00 - STRUCTURAL STEEL
TUBE
06 42 16 - FLUSH WOOD
PANELING
09 22 16 - NON-STRUCTURAL
METAL STUD FRAMING
TERMINATE FLASHING AND
WEATHER BARRIER IN CURTAIN
WALL PERIMETER SEALANT JOINT
ALIGN
8
A.2
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
07 21 00 - RIGID INSULATION
07 92 00 - JOINT SEALANT
SYSTEM
06 42 16 - FLUSH WOOD
PANELING
09 22 16 - NON-STRUCTURAL
METAL STUD FRAMING
05 40 00 - COLD-FORMED METAL
FRAMING
05 12 00 - STRUCTURAL STEEL
TUBE
TERMINATE WEATHER
BARRIER AND FLASHING IN
CURTAIN WALL PERIMETER
SEALANT JOINT 4 1/2"
1/8"
4 1/2"08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
07 21 00 - RIGID INSULATION
06 16 00 - GLASS MAT GYPSUM
SHEATHING
09 29 00 - GYPSUM WALL BOARD
09 22 16 - NON-STRUCTURAL
METAL STUD FRAMING
06 10 53 - FIRE-TREATED
PLYWOOD
05 40 00 - COLD-FORMED METAL
FRAMING
07 21 00 - BATT INSULATION
TERMINATE WEATHER
BARRIER AND FLASHING IN
CURTAIN WALL PERIMETER
SEALANT JOINT
1
TERMINATE WEATHER
BARRIER AND FLASHING IN
CURTAIN WALL PERIMETER
SEALANT JOINT
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
04 26 13 - MODULAR BRICK
07 92 00 - JOINT SEALANT
SYSTEM
07 21 00 - RIGID INSULATION
07 25 00 - BUILDING WRAP06 10 53 - FIRE-TREATED
PLYWOOD
05 40 00 - COLD-FORMED METAL
FRAMING
09 29 00 - GYPSUM WALL BOARD
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 21 00 - BATT INSULATION
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
4245 North Fairfax Drive
Arlington, VA 22203
T: 703.908.4501
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513-4742-00
01/31/17
A5.1.3
PLAN DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
Designer
3" = 1'-0"A5.1.3
5E PLAN DETAIL - CURTAIN WALL JAMB AT BRICK WS02
3" = 1'-0"A5.1.3
3E PLAN DETAIL - CURTAIN WALL JAMB AT PRECAST
3" = 1'-0"A5.1.3
1E PLAN DETAIL - CURTAIN WALL JAMB AT FIRESIDE
3" = 1'-0"A5.1.3
1C PLAN DETAIL - CURTAIN WALL JAMB AT INTERVIEW
3" = 1'-0"A5.1.3
3C PLAN DETAIL - DOUBLE-HEIGHT CURTAIN WALL JAMB AT PRECAST
3" = 1'-0"A5.1.3
5C PLAN DETAIL - DOUBLE-HEIGHT CURTAIN WALL JAMB AT BRICK WS02
NO.REASONDATE
LEVEL 01
198' - 6"
M N
04 72 00 - CAST STONE
ORNAMENT
SS DRIP EDGE
VENT AT HEAD JOINTS
WEEP AT HEAD JOINTS
GROUT SOLID BELOW FLASHING
INTERIOR FINISH AS SCHEDULED
2"
5/8"
07 14 16 - COLD FLUID-APPLIED
WATERPROOFING
FS02 - SEE SHEET A0.3.0
03 30 00 - CIP FOOTING
07 26 16 - BELOW-GRADE VAPOR
RETARDER
04 72 00 - CAST STONE SILL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD07 92 00 - JOINT SEALANT
SYSTEM
09 29 00 - GYPSUM WALL BOARD
06 10 53 - FIRE-TREATED
PLYWOOD
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
WS02 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
04 26 13 - CAVITY DRAINAGE
MATERIAL
LEVEL 01
198' - 6"
M N
WS01 - SEE SHEET A0.2.0
04 72 00 - CAST STONE
ORNAMENT
WEEP AT HEAD JOINTS
SS DRIP EDGE
GROUT CAVITY SOLID BELOW FLASHING
INTERIOR FINISH AS SCHEDULED
3/4"
2"
03 30 00 - CIP FOOTING
07 26 16 - BELOW-GRADE VAPOR
RETARDER
07 14 16 - COLD FLUID-APPLIED
WATERPROOFING
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
6"6"
04 26 13 - CAVITY DRAINAGE
MATERIAL
LEVEL 01
198' - 6"
3 22.9
MIN6"
03 30 00 - CIP FOOTING
07 26 16 - BELOW-GRADE VAPOR
RETARDER
WS03 - SEE SHEET A0.2.0
ARCHITECTURAL REVEAL
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
FS02 - SEE SHEET A0.3.0
INTERIOR FINISH AS SCHEDULED
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
BASE CONNECTION
07 14 16 - COLD FLUID-APPLIED
WATERPROOFING
MIN6"
A5.2.6
6A
1/2"
3/4"
LEVEL 01
198' - 6"
O
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
MIN6"
MIN6"
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
BASE CONNECTION
A5.2.6
3A
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
03 30 00 - CIP FOOTING
07 26 16 - BELOW-GRADE VAPOR
RETARDER
LEVEL 01
198' - 6"
O
3/4"
WS03 - SEE SHEET A0.2.0
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
BASE CONNECTION
FS01 - SEE SHEET A0.3.0
03 30 00 - CIP FOOTING
07 26 16 - BELOW-GRADE VAPOR
RETARDER
ARCHITECTURAL REVEAL
07 14 16 - COLD FLUID-APPLIED
WATERPROOFING
3/4"
6"6"
LEVEL 01
198' - 6"
3 2
08 41 13 - STOREFRONT ENTRY
DOOR
07 14 16 - COLD FLUID-APPLIED
WATERPROOFING
07 26 16 - BELOW-GRADE VAPOR
RETARDER
32 13 73.19 - 1/2" COMPRESSIBLE
FILL AND SEALANT JOINT
03 30 00 - CIP FOOTING
3.2 2.9
07 14 16 - MOLDED DRAINAGE
PANEL
MIN6"
MIN6"
LEVEL 01
198' - 6"
1
2"
1 3/8"
2"
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS02 - SEE SHEET A0.2.0
04 72 00 - CAST STONE
ORNAMENT
07 14 16 - COLD FLUID-APPLIED
WATERPROOFING
GROUT CAVITY SOLID BELOW FLASHING
SS DRIP EDGE
WEEP AT HEAD JOINTS
04 72 00 - CAST STONE SILL
03 30 00 - CIP FOOTING
07 26 16 - BELOW-GRADE VAPOR
RETARDER
INTERIOR FINISH AS SCHEDULED
FS02 - SEE SHEET A0.3.0
04 26 13 - CAVITY DRAINAGE
MATERIAL
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
04 26 13 - THERMALLY-BROKEN
ADJUSTABLE MASONRY-VENEER
ANCHORS
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
6"6"
07 92 00 - JOINT SEALANT
SYSTEM
06 10 53 - FIRE-TREATED
PLYWOOD
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.2.1
SECTION DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A5.2.1
6A SECTION DETAIL - FOUNDATION AT BRICK VENEER WALL AT WINDOW
1" = 1'-0"A5.2.1
6C SECTION DETAIL - FOUNDATION AT BRICK VENEER WALL
1" = 1'-0"A5.2.1
2A
SECTION DETAIL - FOUNDATION AT
PRECAST PANEL BELOW CURTAIN WALL
1" = 1'-0"A5.2.1
1C SECTION DETAIL - FOUNDATION AT CURTAIN WALL SILL
1" = 1'-0"A5.2.1
4C SECTION DETAIL - FOUNDATION AT PRECAST PANEL
1" = 1'-0"A5.2.1
2C SECTION DETAIL - FOUNDATION AT ACADEMIC CIRCLE ENTRY
1" = 1'-0"A5.2.1
4A SECTION DETAIL - FOUNDATION AT BRICK VENEER WALL AT CURTAIN WALL
NO.REASONDATE
LEVEL 02
213' - 2"
N
WS01 - SEE SHEET A0.2.0
6"
05 40 00 - COLD-FORMED SLAB
EDGE CLIP
A8.1.1
2C
FS04 - SEE SHEET A0.3.0
05 12 00 - STRUCTURAL STEEL
FRAMING
CEILING AS SCHEDULED
LEVEL 02
213' - 2"
N
PREFINISHED ALUMINUM
FLASHING W/ END DAM, FINISH
TO MATCH ADJACENT
ALUMINUM GLAZING SYSTEM,
SEAL TO PRECAST SILL
SS FLASHING W/ DRIP EDGE
THRU-WALL FLEXIBLE FLASHING
PREFINISHED
ALUMINUM FLASHING
W/ DRIP EDGE, FINISH
TO MATCH ADJACENT
ALUMINUM FRAMING
04 72 00 - CAST STONE SILL
04 72 00 - CAST STONE LINTEL
INTERIOR FINISH AS SCHEDULED
FS04 - SEE SHEET A0.3.0
VENT AT HEAD JOINT, 24" OC
WEEP AT HEAD JOINT, 24" OC
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOODA5.2.6
6D
SIM
A5.2.6
6C SIM
LEVEL 02
213' - 2"
M N
ALIGN
FACE OF WALL BEYOND
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 44 13 - LATERAL ANCHOR
09 22 16 - NON-STRUCTURAL
METAL STUD FRAMING
07 21 00 - BATT INSULATION
09 29 00 - GYPSUM WALL BOARD
FS04 - SEE SHEET A0.3.0
LEVEL 02
213' - 2"
2
A5.2.6
6C
A5.2.6
6D
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
04 72 00 - CAST STONE SILL
04 72 00 - CAST STONE LINTEL
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS02 - SEE SHEET A0.2.0
EAVE
229' - 10"
PENTHOUSE
229' - 10"
1
STEEL SHELF ANGLE W/
INSULATED STANDOFF,
SEE STRUCT.
SS DRIP EDGE
THRU-WALL FLEXIBLE FLASHING
COMPRESSIBLE FILL
VENT AT HEAD JOINT, 24" OC
WEEP AT HEAD JOINT, 24" OC
WS01 - SEE SHEET A0.2.0
05 12 00 - STRUCTURAL STEEL
TUBE
N
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
04 72 00 - CAST STONE LINTEL
WS01 - SEE SHEET A0.2.0
06 10 53 - FIRE-TREATED
PLYWOOD
THRU-WALL FLASHING W/ SS
DRIP EDGE
THRU-WALL FLASHING W/
PREFINISHED ALUMINUM DRIP
EDGE; FINISH TO MATCH
ADJACENT CURTAIN WALL
A5.2.6
1D
1
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
04 72 00 - CAST STONE LINTEL
WS01 - SEE SHEET A0.2.0
THRU-WALL ALUMINUM
FLASHING W/ DRIP EDGE;
FINISH TO MATCH ADJACENT
CURTAIN WALL
06 10 53 - FIRE-TREATED
PLYWOOD
09 29 00 - GYPSUM WALL BOARD
6"
CEILING AS SCHEDULED
A5.2.6
4D
N
A5.2.6
1D SIM
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
WS01 - SEE SHEET A0.2.0
04 72 00 - CAST STONE LINTEL
06 10 53 - FIRE-TREATED
PLYWOOD
THRU-WALL FLASHING W/
SS DRIP EDGE
THRU-WALL FLASHING W/
PREFINISHED ALUMINUM DRIP
EDGE; FINISH TO MATCH
ADJACENT CURTAIN WALL
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.2.2
SECTION DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A5.2.2
3A
SECTION DETAIL - FLOOR INTERSECTION
AT BRICK VENEER WALL
1" = 1'-0"A5.2.2
6A SECTION DETAIL - SPANDREL AT OFFICE WINDOWS
1" = 1'-0"A5.2.2
5A
SECTION DETAIL - SPANDREL AT OFFICE
DOUBLE-HEIGHT GLAZING
1" = 1'-0"A5.2.2
2A SECTION DETAIL - SPANDREL AT WINDOWS AT LOBBY
1" = 1'-0"A5.2.2
5C SECTION DETAIL - BRICK RELIEF AT GABLE
1" = 1'-0"A5.2.2
3C
SECTION DETAIL - WINDOW HEADER AT
LEVEL 02 OFFICE WINDOW
1" = 1'-0"A5.2.2
1C
SECTION DETAIL - CURTAIN WALL HEAD
AT RECEPTION
1" = 1'-0"A5.2.2
2C SECTION DETAIL - LEVEL 02 OFFICE CURTAIN WALL
NO.REASONDATE
LK
MECHANICAL ROOF
232' - 10"
2' - 0"
7' - 8"
WS05 - SEE SHEET A0.2.0
RS01 - SEE SHEET A0.3.0
07 42 13.13 - CONTINUOUS
COPING @ METAL PANEL WALL
ASSEMBLY
07 42 13.13 -
CONCEALED-FASTENER,
LAP-SEAM METAL WALL PANELS
07 54 23 - TPO ROOFING
OVERLAP ROOF
MEMBRANE AND VAPOR
BARRIER; SECURE W/
TERMINATION BAR
07 48 00 - VERTICAL
RAINSCREEN ATTACHMENT RAIL
RS03 - SEE SHEET A0.3.0
6' - 0"
4"
4"
05 12 00 - STRUCTURAL STEEL
FRAMING
LK
2' - 0" MIN
RS01 - SEE SHEET A0.3.0
WS05 - SEE SHEET A0.2.0
08 90 00 - INTEGRAL LOUVER
SYSTEM TO MATCH FORMED
METAL RAINSCREEN
LOUVER SUPPORT FRAMING PER
MANUFACTURER STANDARD DETAIL
INSULATED INTAKE / EXHAUST
PLENUM, SEE MECH.
COLD-FORMED METAL FRAMING
TRUSS, SEE STRUCT.
09 29 00 - MOLD RESISTANT
GYPSUM WALL BOARD
05 40 00 - COLD-FORMED METAL
FRAMING
FLASH PLENUM DRAINAGE PAN TO
EXTERIOR RAINSCREEN SYSTEM,
SEAL TO WEATHER BARRIER AT
LOUVER OPENING
TERMINATE WEATHER BARRIER TO
CONTINUOUS SEALANT BED UNDER
PLENUM DRAINAGE PAN
MINOR RIDGELINE
246' - 10"
L
PENTHOUSE ROOF
245' - 2"
4"
2' - 4"
FINISH STEEL FOR EXTERIOR EXPOSURE
INSULATED AIR INTAKE/EXHAUST
PLENUM, SEE MECH.08 90 00 - INTEGRAL LOUVER
SYSTEM TO MATCH FORMED
METAL RAINSCREEN
07 42 13.13 -
CONCEALED-FASTENER,
LAP-SEAM METAL WALL PANELS
07 42 13.13 - CONTINUOUS
COPING @ METAL PANEL WALL
ASSEMBLY
RS03 - SEE SHEET A0.3.0 WS05 - SEE SHEET A0.2.0
06 10 53 - FIRE-TREATED
BLOCKING AS REQ'D
TERMINATE VAPOR BARRIER
BEHIND TPO MEMBRANE
THRU-WALL FLASHING TO FACE OF
LOUVER PER PANEL MANUFACTURER
STANDARD DETAIL
LOUVER SUPPORT FRAMING PER
MANUFACTURER STANDARD DETAIL
MINOR RIDGELINE
246' - 10"
L
PENTHOUSE ROOF
245' - 2"
07 42 13.13 - CONTINUOUS
COPING @ METAL PANEL WALL
ASSEMBLY
07 42 13.13 -
CONCEALED-FASTENER,
LAP-SEAM METAL WALL PANELS
05 12 00 - STRUCTURAL STEEL
FRAMING
07 48 00 - VERTICAL
RAINSCREEN ATTACHMENT RAIL
4"
11 12
COLD-FORM METAL TRUSS,
SEE STRUCT.
04 72 00 - CAST STONE RAKE
WS01 - SEE SHEET A0.2.0
WS01 - SEE SHEET A0.2.0
RS01 - SEE SHEET A0.3.0
THRU-WALL FLASHING W/ SS
LAP AT SLATE ROOFING
STEEL RELIEVING ANGLE
10 3/4"
11 12
RS01 - SEE SHEET A0.3.0
WS01 - SEE SHEET A0.2.0
04 72 00 - CAST STONE RAKE
OVERLAP VAPOR BARRIER AND
WEATHER BARRIER, 4" MIN EACH
SIDE
EAVE
229' - 10"
LOW ROOF
227' - 2"
M
N
RS01 - SEE SHEET A0.3.0
RS02 - SEE SHEET A0.3.0
04 72 00 - CAST STONE EAVE
2' - 0"
3/4"
06 10 53 - FIRE-TREATED
PLYWOOD
CONTINUOUS INTEGRAL
COPPER DRIP EDGE
CONCEALED COPPER
GUTTER
VENT AT HEAD JOINTS, 24" OC
05 12 00 - STRUCTURAL STEEL
FRAMING
WS01 - SEE SHEET A0.2.0
06 10 53 - FIRE-TREATED
BLOCKING AS REQ'D
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.2.3
SECTION DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A5.2.3
4A SECTION DETAIL - ROOF TRANSITION AT SCREEN WALL
1" = 1'-0"A5.2.3
6A SECTION DETAIL - ROOF TRANSITION AT PENTHOUSE
1" = 1'-0"A5.2.3
6D SECTION DETAIL - PARAPET AT PENTHOUSE
1" = 1'-0"A5.2.3
4D SECTION DETAIL - SCREEN WALL TERMINATION
1" = 1'-0"A5.2.3
2A SECTION DETAIL - RAKE AT GABLE TRANSITION
1" = 1'-0"A5.2.3
2C SECTION DETAIL - RAKE AT GABLE END
1" = 1'-0"A5.2.3
3C SECTION DETAIL - CONCEALED GUTTER
NO.REASONDATE
LOW ROOF
227' - 2"
O
3/4"
1/2"
1/2" HORIZONTAL PANEL JOINT
METAL COPING
WS04 - SEE SHEET A0.2.0
WS03 - SEE SHEET A0.2.0
RS03 - SEE SHEET A0.3.0
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
LATERAL CONNECTION
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
LATERAL CONNECTION
COPPER FLASHING SET IN SEALANT BED
05 12 00 STRUCTURAL STEEL
FRAMING
PRECAST ARCHITECTURAL PANEL
JOINT
WS03 - SEE SHEET A0.2.0
LOW ROOF
227' - 2"
O
1/2"
WS03 - SEE SHEET A0.2.0
WS04 - SEE SHEET A0.2.0RS03 - SEE SHEET A0.3.0
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
05 12 00 STRUCTURAL STEEL
FRAMING
3/4"
COPPER FLASHING SET IN SEALANT BED
PREFINISHED ALUMINUM FLASHING
FINISH TO MATCH CURTAIN WALL
1/2" HORIZONTAL PANEL JOINT
CEILING AS SCHEDULED
EXTERIOR SEALANT JOINT W/
BACKER ROD
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
LATERAL CONNECTION
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
LATERAL CONNECTION
METAL COPING
A5.2.6
3C
LOW ROOF
227' - 2"
8
1/2"1/2"
7.8
RS03 - SEE SHEET A0.3.0
WS03 - SEE SHEET A0.2.0
WS04 - SEE SHEET A0.2.0
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
LATERAL CONNECTION
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
LATERAL CONNECTION
09 29 00 - MOLD RESISTANT
GYPSUM WALL BOARD
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
PREFINISHED ALUMINUM FLASHING
FINISH TO MATCH CURTAIN WALL
EXTERIOR SEALANT JOINT W/ BACKER ROD
6" METAL STUD FRAMING
INTERIOR FINISH AS SCHEDULED
05 12 00 STRUCTURAL STEEL
FRAMING
METAL COPING
1/2" HORIZONTAL PANEL JOINT
1/2"
4' - 0 5/8"
8"
4' - 0"
LEVEL 02
213' - 2"
33.2 2.9
FS04 - SEE SHEET A0.3.0
08 44 13 - MULLION EXTENSION
05 50 00 - STEEL ANGLE
05 12 00 - STRUCTURAL STEEL
FRAMING
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 80 00 - 1" SPANDREL GLAZING
08 80 00 - 1" VISION GLAZING
FORMED ALUMINUM PANEL;
FINISH TO MATCH ADJACENT
CURTAIN WALL
09 22 16 - NON-STRUCTURAL
METAL STUD FRAMING
EMERGENCY LIGHTING FIXTURE
MOUNTED TO CURTAIN WALL MULLION;
SEE EXTERIOR FRAMING ELEVATIONS,
SHEET A2.2.0MIN6"
08 41 13 - STOREFRONT ENTRY
DOOR
LEVEL 02
213' - 2"
2"
09 29 00 - GYPSUM WALL BOARD
09 22 16 - NON-STRUCTURAL
METAL STUD FRAMING
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 44 13 - LATERAL ANCHOR
FS04 - SEE SHEET A0.3.0
05 12 00 - STRUCTURAL STEEL
FRAMING
ALIGN
FACE OF WALL BEYOND
05 50 00 - STEEL ANGLE
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.2.4
SECTION DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A5.2.4
6C SECTION DETAIL - PARAPET AT PRECAST COLUMN
1" = 1'-0"A5.2.4
4C SECTION DETAIL - PARAPET AT PRECAST OPENING
1" = 1'-0"A5.2.4
2C SECTION DETAIL - SOFFIT AT STAIRWAY EXIT
1" = 1'-0"A5.2.4
4A SECTION DETAIL - SPANDREL AT SECONDARY ENTRY
1" = 1'-0"A5.2.4
6A SECTION DETAIL - CURTAIN WALL AT STAIR LANDING
NO.REASONDATE
TPO ROOF MEMBRANE
MIN. R-30 POLYISO ROOF
INSULATION, SLOPED 1/4"
PER FT. MIN
METAL ROOF DECKING, SEE
STRUCT.
NOTE: FOLLOW ROOF MANUFACTURER'S RECOMMENDED DETAILS
VENT PIPE OR SIMILAR
CONTINUOUS BEAD OF
TPO SYSTEM SEALANT
STAINLESS STEEL
RING CLAMP
TPO FLASHING
8" MIN.
OVERFLOW
ROOF DRAIN
PRIMARY
ROOF DRAIN
12"
1"
STRAINER BASKET
WATER DAM COMPRESSION RING
CONTINUOUS BEAD OF WATERBLOCK
STRAINER BASKET
COMPRESSION RING
SLOPE TPO ROOF MEMBRANE
1" PER FT. AT PRIMARY ROOF DRAIN
EXTEND TPO ROOF MEMBRANE
MIN. 1/2" PAST COMPRESSION RING
NOTE: FOLLOW ROOF MANUFACTURER'S RECOMMENDED DETAILS
8" MIN
REQUIRED PAD WIDTH
2 1/2"2 1/2"
FOAM ROD
HEAT WELDED TPO FLASHING, 4"
MIN LAP EACH SIDE
TPO ROOF MEMBRANE
3/4" FIRE TREATED PLYWOOD
MANUFACTURED PLASTIC
EQUIPMENT PAD
CONTINUOUS JOINT SEALANT AT
PAD PERIMETER
R-30 RIGID INSULATION
BATT INSULATION
COLD-FORMED METAL FRAMINGRS03 - SEE SHEET A0.3.0
1' - 4"
1' - 0"
MANUFACTURED CHIMNEY CAP W/ COLLAR
CONCENTRIC VENT PIPE, SEE MECH.
PREFINISHED METAL COLLAR W/
COUNTERFLASHING DRIP EDGE
FIRE-TREATED WOOD
BLOCKING
TERMINATION BAR
MINERAL WOOL INSULATION
GALVANIZED SHEET METAL
ROOF SYSTEM RS03; SEE SHEET A0.3.0
FIRE RATED SEALANT JOINT W/ CLAMP
PARTITION ASSEMBLY 1S4
MINOR RIDGELINE
246' - 10"
PENTHOUSE ROOF
245' - 2"
1 1/2"
RS01 - SEE SHEET A0.3.0
WS05 - SEE SHEET A0.2.0
RAINSCREEN MANUFACTURER
STANDARD TERMINATION, 4" FACE
LAP ROOF VAPOR BARRIER AND
BUILDING SRAP 4" MIN. EACH FACE
COLD-FORM TRUSS, SEE STRUCT.
ROOF DECK, SEE STRUCT.
LEVEL 01
198' - 6"
O
WS06 - SEE SHEET A0.2.0
07 62 00 - STAINLESS STEEL
BRAKE METAL SCUPPER
GROUT SOLID BELOW GRADE
FOUNDATION, SEE STRUCT.
32 13 73.19 - 1/2" COMPRESSIBLE
FILL AND SEALANT JOINT
EQUIPMENT PAD, SEE
CIVIL / LANDSCAPE
1"
2"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.2.5
SECTION DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
Designer
1 1/2" = 1'-0"A5.2.5
6D SECTION DETAIL - PIPE ROOF PENETRATION
1 1/2" = 1'-0"A5.2.5
4D SECTION DETAIL - ROOF AND OVERFLOW DRAINS
1 1/2" = 1'-0"A5.2.5
5B SECTION DETAIL - ROOF EQUIPMENT PAD
1 1/2" = 1'-0"A5.2.5
5A SECTION DETAIL - CHIMNEY PENETRATION
1" = 1'-0"A5.2.5
3A SECTION DETAIL - RAKE AT PENTHOUSE ROOF
1" = 1'-0"A5.2.5
1 SECTION DETAIL - SITE WALL SCUPPER
NO.REASONDATE
WS01 - SEE SHEET A0.2.0
04 72 00 - CAST STONE LINTEL
08 44 13 - MULLION
06 10 53 - FIRE-TREATED
PLYWOOD
TERMINATE WEATHER BARRIER
IN CURTAIN WALL PERIMETER
JOINT
WEEP AT HEAD JOINT
SS DRIP EDGE
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
07 62 00 - PREFINISHED
ALUMINUM FLASHING W/ DRIP
EDGE; FINISH TO MATCH
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
1
LOOSE LINTEL; SEE
STRUCT.
04 72 00 - CAST STONE LINTEL
WEEP AT HEAD JOINTS
8"
WS01 - SEE SHEET A0.2.0
TERMINATE WEATHER BARRIER
IN CURTAIN WALL PERIMETER
SEALANT JOINT
CEILING AS SCHEDULED;
SEE RCP
08 44 13 - MULLION
1/2"
06 10 53 - FIRE-TREATED
PLYWOOD
FINISH LINTEL TO MATCH ADJACENT
CURTAIN WALL
SS DRIP EDGE
LOOSE LINTEL; SEE
STRUCT.
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 62 00 - PREFINISHED
ALUMINUM FLASHING W/ DRIP
EDGE; FINISH TO MATCH
CURTAIN WALL
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
2
1/8"1/2"
SS DRIP EDGE
WEEP AT HEAD JOINTS
SAW-CUT DRIP EDGE1"
08 44 13 - MULLION
04 72 00 - CAST STONE LINTEL
06 10 53 - FIRE-TREATED
PLYWOOD
METAL CORNER BEAD
METAL L-BEAD TERMINATION
TERMINATE WEATHER BARRIER
IN CURTAIN WALL PERIMETER
SEALANT JOINT
05 12 00 - STRUCTURAL STEEL
TUBE
09 29 00 - GYPSUM WALL BOARD
WS01 - SEE SHEET A0.2.0
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
07 62 00 - PREFINISHED
ALUMINUM FLASHING W/ DRIP
EDGE; FINISH TO MATCH
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
2
04 72 00 - CAST STONE SILL
WS02 - SEE SHEET A0.2.0
04 26 13 - WEEP / CAVITY VENT
06 10 53 - FIRE-TREATED
PLYWOOD
08 44 13 - MULLION
05 40 00 - COLD-FORMED METAL
FRAMING
09 29 00 - GYPSUM WALL BOARD
METAL CORNER BEAD
METAL L-BEAD TERMINATION
TERMINATE WEATHER BARRIER
AND FLASHING IN CURTAIN WALL
PERIMETER JOINT
1/2"
1/8"
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 92 00 - JOINT SEALANT
SYSTEM
07 62 00 - PREFINISHED
ALUMINUM FLASHING; FINISH TO
MATCH CURTAIN WALL
LEVEL 01
198' - 6"
1/2"
3/8"
FACE OF PRECAST BEYOND
METAL FLASHING END DAM
TERMINATE WATERPROOFING IN
CURTAIN WALL PERIMETER JOINT
08 44 13 - MULLION
07 14 16 - COLD FLUID-APPLIED
WATERPROOFING
05 50 00 - STEEL ANGLE
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
06 10 53 - FIRE-TREATED
BLOCKING AS REQ'D
07 21 00 - 2" RIGID INSULATION
1/4" / 12"
07 62 00 - PREFINISHED
ALUMINUM FLASHING W/ DRIP
EDGE; FINISH TO MATCH
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
3/4"
1/2"
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
06 10 53 - FIRE-TREATED
PLYWOOD
08 44 13 - MULLION
09 29 00 - GYPSUM WALL BOARD
TERMINATE WEATHER BARRIER IN
CURTAIN WALL PERIMETER JOINT
1"
SAW-CUT DRIP EDGE, SEE
SHEET A0.4.0
07 65 00 - FLEXIBLE THRU-WALL
FLASHING W/ END DAM
07 62 00 - PREFINISHED
ALUMINUM FLASHING W/ DRIP
EDGE; FINISH TO MATCH
CURTAIN WALL
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
2.9
1/4" / 12"
WS03 - SEE SHEET A0.2.0
08 44 13 - MULLION08 44 13 - MULLION
06 10 53 - FIRE-TREATED
PLYWOOD
TERMINATE WEATHER BARRIER AND
FLASHING IN CURTAIN WALL
PERIMETER JOINT PREFINISHED ALUMINUM
FLASHING; FINISH TO MATCH
ADJACENT CURTAIN WALL; SEAL
TO PRECAST PANEL
EXTERIOR SEALANT JOINT W/
BACKER ROD
METAL L-BEAD WALLBOARD
TERMINATION
1/2"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
4245 North Fairfax Drive
Arlington, VA 22203
T: 703.908.4501
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513-4742-00
01/31/17
A5.2.6
SECTION DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3" = 1'-0"A5.2.6
1D SECTION DETAIL - CURTAIN WALL HEAD AT WS-01 ABOVE CEILING
3" = 1'-0"A5.2.6
4D
SECTION DETAIL - CURTAIN WALL HEAD AT DOUBLE-HEIGHT OPENING AT
BRICK
3" = 1'-0"A5.2.6
6D SECTION DETAIL - PUNCHED OPENING HEAD AT WS-02
3" = 1'-0"A5.2.6
6C SECTION DETAIL - PUNCHED OPENING SILL
3" = 1'-0"A5.2.6
3A SECTION DETAIL - CURTAINWALL SILL AT PRECAST AT GRADE
3" = 1'-0"A5.2.6
3C
SECTION DETAIL - CURTAIN WALL HEAD AT DOUBLE-HEIGHT PRECAST
OPENING
3" = 1'-0"A5.2.6
6A SECTION DETAIL - CURTAIN WALL SILL AT PRECAST KNEE WALL
NO.REASONDATE
1/2"3/4"
(1) LAYERS
5/8" GWB
3/4"PLYWOOD PANEL
W/ WOOD VENEER
3/4"3/4"
'Z' CLIPS ON
WOOD BLOCKING
1/2"
WOOD REVEAL TO
MATCH FACE OF PANEL
SCHEDULED
PARTITION
LEATHER TILE
1/2" WOOD REVEAL
ALIGN FACE W/
ADJACENT PANELS
SOLAR SHADECLOTH ROLL
6" MTL STUD @ 16" O.C. FRAME TO
STRUCTURE AND PROVIDE DIAGONAL
BRACING AS REQ'D
F.R. TREATED WOOD BLOCKING @
SHADE SUPPORT LOCATIONS
WINDOW MULLION AS SPECIFIED
MECHO SHADE SYSTEMS #4123 (OR EQ)
EXTRUDED ALUMINUM POCKET (WHITE)
NOTE: POCKET TYPE AND SIZE MAY
VARY DUE TO CEILING HEIGHTS VERIFY
FINAL POCKET REQUIREMENTS WITH
MANUFACTURER.
ACOUSTIC CEILING
MOTORIZED SHADE POCKETS:
SHADE POCKET SIZES AND FINAL POCKET MODEL # MAY
CHANGE DUE TO VARIOUS CEILING HEIGHTS AND
MATERIAL FINISHES
POCKET MUST BE INSTALLED LEVEL AND PARALLEL TO
WINDOW WALL.
POCKET FASTENERS MUST NOT INTERFERE WITH
BRACKET LOCATIONS.
REMOVABLE CLOSURE (WHITE)
8"
5"
OVERLAP SHADE BOX 1/8" OVER
HORIZANTAL MULLION
SOLAR SHADECLOTH / ROLLER
TUBE ASSEMBLY
MECHO SHADE #4123 (OR EQ)
EXTRUDED ALUM POCKET (WHITE)
METAL "L" BEAD
REMOVABLE CLOSURE PANEL (WHITE)
NOTE: SHADE BOX & HORIZONTAL
WINDOW MULLION SHALL OVERLAP 1/8"
EXTERIOR ALUMINUM WINDOW SYSTEM
POCKET INSTALLER NOTE
POCKET MUST BE INSTALLED LEVEL
AND PARALLEL TO WINDOW WALL.
POCKET FASTENERS MUST NOT
INTERFERE WITH BRACKET LOCATIONS.
POCKET SIZE AND FINAL MODEL # MAY
CHANGE DUE TO VARIOUS CEILING
HEIGHTS AND MATERIAL FINISHES.
SOLAR SHADECLOTH / ROLLER
TUBE ASSEMBLY
REVERSE MOUNTED (TO CLEAR
MULLIONS BELOW) MECHO SHADE #
4123 (OR EQ) EXTRUDED ALUM
POCKET ANODIZED ALUM
REMOVABLE CLOSURE PANEL (BLACK)
NOTE: SHADE BOX & CEILING SHALL
ALIGN WITH FACE OF HORIZONTAL
WINDOW MULLION
5 1/4"
MTL BENT PLATE
SECURED TO MTL STUD
5 1/4"
3 5/8" METAL STUD W/
5/8" GWB
MTL BENT PLATE
SECURED TO MTL STUD
SOLAR SHADECLOTH /
ROLLER TUBE ASSEMBLY
MECHO SHADE #4123 (OR EQ)
EXTRUDED ALUM POCKET (WHITE)
METAL "J" BEAD
REMOVABLE CLOSURE
PANEL (WHITE)
NOTE: SHADE BOX & HORIZONTAL
WINDOW MULLION SHALL OVERLAP 1/8"
EXTERIOR ALUMINUM WINDOW SYSTEM
POCKET INSTALLER NOTE
POCKET MUST BE INSTALLED LEVEL
AND PARALLEL TO WINDOW WALL.
POCKET FASTENERS MUST NOT
INTERFERE WITH BRACKET LOCATIONS.
POCKET SIZE AND FINAL MODEL # MAY
CHANGE DUE TO VARIOUS CEILING
HEIGHTS AND MATERIAL FINISHES.
SEE RCP
5 1/4"
WINDOW MULLION AS SPECIFIED
ACOUSTIC CEILING
NOTE: SUSPENDED CEILING AND EXTERIOR
MULLION SHALL OVERLAP 1/8"
POCKET INSTALLER NOTE
POCKET MUST BE INSTALLED LEVEL
AND PARALLEL TO WINDOW WALL.
POCKET FASTENERS MUST NOT
INTERFERE WITH BRACKET LOCATIONS.
POCKET SIZE AND FINAL MODEL # MAY
CHANGE DUE TO VARIOUS CEILING
HEIGHTS AND MATERIAL FINISHES.
SOLAR SHADECLOTH / ROLLER
TUBE ASSEMBLY
REVERSE MOUNTED (TO CLEAR
MULLIONS BELOW) MECHO SHADE #
4123 (OR EQ) EXTRUDED ALUM POCKET
BLACK
REMOVABLE CLOSURE PANEL (BLACK)
NOTE: SHADE BOX & CEILING SHALL
ALIGN WITH FACE OF HORIZONTAL
WINDOW MULLION
5 1/4"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.3.1
CEILING DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3" = 1'-0"A5.3.1
1D DETAIL - WOOD BULKHEAD @ LEATHER TILE WALL
3" = 1'-0"A5.3.1
3A CEILING DETAIL -SUNSHADE POCKET AT ACT
3" = 1'-0"A5.3.1
6A CEILING DETAIL - SUNSHADE AT FIRESIDE
3" = 1'-0"A5.3.1
3B CEILING DETAIL - SUNSHADE IN GYP AT PERIMETER
3" = 1'-0"A5.3.1
1A CEILING DETAIL - ACT AT PERIMETER
3" = 1'-0"A5.3.1
1B CEILING DETAIL - SUNSHADE MULLION MTD
NO.REASONDATE
3-5/8" MTL. STUDS
WITH 5/8" GWB
SEE RCP
6"
SEE RCP ACT CEILING
3-5/8" MTL. STUDS
WITH 5/8" GWB
CORNER BEAD
SEE RCP
ACT CEILING
3 5/8" METAL STUDS
W/ 5/8" GWB
5"
GWB CEILING W/
SUPPORT AS NECESSARY,
PER FIXTURE
REQUIREMENTS.
RECESSED WALL WASH
LIGHT FIXTURE
PARTITION AS
SPECIFIED
6 3/16"
5/8" GWB
1/2" METAL
REVEAL
TILE AS
SCHEDULED
SEE RCP
3-5/8" MTL. STUDS
WITH 5/8" GWB
CORNER BEAD
GWB
3/4"
(1) LAYER
5/8" GWB
3/4" PLYWOOD W/
WOOD VENEER
'Z' CLIPS ON
WOOD BLOCKING
1/2"3/4"
3/4"3/4"
SEE RCP 1/2"
SEE RCP
1/4"WOOD REVEAL
WOOD REVEAL
3 5/8" METAL STUD
3/4"
(1) LAYER
1/2" GWB
3/4" PLYWOOD
PANEL W/ WOOD
VENEER
'Z' CLIPS ON
WOOD BLOCKING
1/2"SEE RCP 1/2"
WOOD REVEAL
WOOD REVEAL
SCHEDULED
PARTITION
WOOD REVEAL
2' - 8"
1/2"1/2"3/4"
3/4"
(1) LAYER
5/8" GWB
3/4" PLYWOOD
PANEL W/ WOOD
VENEER
'Z' CLIPS ON
WOOD BLOCKING
3/4"1/2"SEE RCP 1/2"
WOOD REVEAL
WOOD REVEAL
STEEL BEAM,
SEE STRUCTURAL
2' - 8"
(1) LAYER 5/8" GWB
ON MTL STUD
PAINTED WOOD PANEL
WITH CUSTOM TRIM
PROFILE
LEATHER TILE
SURFACE APPLIED
3/4"
3/8"
5/8"
3/4"
1 1/4"
SOLID WOOD PANEL,
PAINTED
6"
LEVEL 02
213' - 2"
M N
2' - 8"
ILLUMINATED EXIT SIGN, CENTER
MESSAGE IN BULKHEAD, SEE ELECT.
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 22 16 - 3 5/8" METAL STUD
FRAMING
09 22 16 - 8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 80 00 - 1" SPANDREL GLAZING
08 80 00 - 1" SPANDREL GLAZING
08 80 00 - 1" VISION GLAZING
08 80 00 - 1" VISION GLAZING
1/4"
1/4"
SCHEDULED CEILING
EXTERIOR GLAZING SYSTEM
METAL PANEL SECURED TO
MULLION WITH HEAVY GAGUE METAL
ANGLE, PAINT PANEL, BOLTS AND
ANGLE TO MATCH MULLION, P-12;
PROVIDE ANGLE WITH THICK
ENOUGH GAUGE TO PREVENT
PANEL FROM OIL CANNING
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A5.3.2
CEILING DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3" = 1'-0"A5.3.2
1C CEILING DETAIL - ACT TO GYP AT CORRIDOR
3" = 1'-0"A5.3.2
6E CEILING DETAIL - GYP SOFFIT AT CORRIDOR PERIMETER
1 1/2" = 1'-0"A5.3.2
3E CEILING DETAIL - GYP TO ACT
1 1/2" = 1'-0"A5.3.2
5E CEILING DETAIL - RESTROOM WALL WASH FIXTURE
3" = 1'-0"A5.3.2
3A CEILING DETAIL - GYP. BULKHEAD
3" = 1'-0"A5.3.2
1A CEILING DETAIL - WOOD BEAM TYP.
3" = 1'-0"A5.3.2
3C CEILING DETAIL - WOOD BEAM AT WALL
3" = 1'-0"A5.3.2
6C CEILING DETAIL - WOOD BEAM ENCLOSURE
3" = 1'-0"A5.3.2
5C CEILING DETAIL - WOOD PANEL AT LEATHER INSET
3" = 1'-0"A5.3.2
1D CEILING DETAIL - VESTIBULE BULKHEAD
3" = 1'-0"A5.3.2
4A CEILING DETAIL - ACT AT SPANDREL GLASS
NO.REASONDATE
F
EP EH
F
E
GFI
EP EH
CP
E
E
GFI
17
1
1
17
UP
4 5
L
K
M
N
14 24 00 - HYDRAULIC ELEVATOR
1S6A
1S6A
1S6A
1S6A
MIN CLEAR
5' - 9"
8' - 4" MIN CLEAR
1' - 0"8' - 8"
1' - 0"
1' - 0"
1
A6.0.1
4 5
L
K
N
4 5
L
K
N
A5.1.1
2E
A5.1.1
2D
A5.1.1
1E
A5.1.1
1D
4 5
L
K
M
N
14 24 00 - HYDRAULIC ELEVATOR
1S6A
1S6A
1S6A
1S6AMIN CLEAR
5' - 9"
8' - 4" MIN CLEAR
1' - 0"8' - 8"
1' - 0"
1' - 0"
1
A6.0.1
4 5
L
K
N
4 5
L
K
N
A5.1.1
2E
SIM
A5.1.1
1E SIM
A5.1.1
1D SIM
A5.1.1
2D SIM
0G3B0G3B
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
EAVE
229' - 10"
LOW ROOF
227' - 2"
PENTHOUSE
229' - 10"
LK
M
N
4' - 0" PIT
2 STOPS
14' - 8"
G
5
A6.0.1
TREAD
2' - 0"
H
6"
5' - 6"
G
5
A6.0.1
H
SEE STRUCT.
FLOOR OPENING
3"
3"
SEE STRUCT.
FLOOR
OPENING 3"3"
TREAD
2' - 0"
17 EQ RUNGS
5' - 6"
EQ EQ
MINOR RIDGELINE
246' - 10"
G
MECHANICAL ROOF
232' - 10"
T/PLATFORM STEEL
242' - 1"
MISC. STEEL FRAMING AS
REQUIRED TO MAINTAIN
VERTICAL LADDER
ORIENTATION
05 52 13 - PIPE AND TUBE
RAILINGS
05 52 13 - PIPE AND TUBE
RAILINGS
LEVEL 02
213' - 2"
PENTHOUSE
229' - 10"
G
71.22°
17 EQ RISERS
16' - 8"
6" TYP. TREAD
RAIL
2' - 10"
RAIL
3' - 6"
J
8
A6.0.1 TREAD
2' - 0"
2' - 0"1' - 0"
1' - 0"
4 EQ. TREADS
2' - 0"
301
G
H
A6.0.1
3D1D
A6.0.1
05 52 13 - PIPE AND TUBE
RAILINGS
CONDENSING UNIT,
SEE MECH.
CONDENSING UNIT,
SEE MECH.
6' - 8"
4' - 0"4' - 0"
EAVE
229' - 10"
PENTHOUSE
229' - 10"
MECHANICAL ROOF
232' - 10"
PENTHOUSE ROOF
245' - 2"
1' - 4"
5 EQ. RUNGS
4' - 4"
RAIL
2' - 10"
05 50 00 - METAL LADDERS
05 52 13 - PIPE AND TUBE
RAILINGS
08 11 13 - HM DOOR
301
MISC. METAL FRAMING AS REQUIRED
TO SUPPORT LADDER AND LANDING
MECHANICAL ROOF
232' - 10"
T/PLATFORM STEEL
242' - 1"
05 52 13 - PIPE AND TUBE
RAILINGS
EXTENSION
3' - 6"
RAIL
3' - 6"
8 EQ RUNGS
7' - 0"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A6.0.1
ELEVATOR AND
LADDER PLANS AND
SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A6.0.1
6A PLAN - ELEVATOR - LEVEL 01
1/4" = 1'-0"A6.0.1
6C PLAN - ELEVATOR - LEVEL 02
1/4" = 1'-0"A6.0.1
1 SECTION - ELEVATOR
1/4" = 1'-0"A6.0.1
2 PLAN - SHIPS LADDER - LEVEL 02
1/4" = 1'-0"A6.0.1
4 PLAN - SHIPS LADDER - PENTHOUSE
1/4" = 1'-0"A6.0.1
1D SECTION - MAINTENANCE PLATFORM LADDER
1/4" = 1'-0"A6.0.1
5 SECTION - SHIPS LADDER TO PENTHOUSE
1/4" = 1'-0"A6.0.1
6 PLAN - ROOF ACCESS STAIR - PENTHOUSE
1/4" = 1'-0"A6.0.1
3C PLAN - MECHANICAL PLATFORM
1/4" = 1'-0"A6.0.1
8 SECTION - MECH. ROOF ACCESS STAIR
1/4" = 1'-0"A6.0.1
3D ELEVATION - LADDER TO MECHANICAL PLATFORM
NO.REASONDATE
F
P
F
F
F
J
TS
FS
J
WS
F
P
E
1
14
15
27
4 756
D
5D
A6.0.2
6D
A6.0.2
4
7
5
D
4 75
D
A8.2.1
1E
5A
A6.0.2
8 3/4"
STAIR 2
ST2-1
5E
4 756
D
5D
A6.0.2
6D
A6.0.2
4
7
5
D
4 75
D
A8.2.14E
A8.2.1
3E
5A
A6.0.2 STAIR 2
ST2-2
DN
5" EOS 11 1/2"
5E
4A
A8.3.1
3D
A6.0.2
4 756 8
M
N
O
1
A6.0.1
1D
A6.0.2
4 5 6 8
N
O
4 75
N
O
A5.1.1
5E
7.8
STAIR 1
ST1-1
3D
A6.0.2
4 756 8
M
N
O
1D
A6.0.2
12 EQ TREADS
11' - 0"
13 EQ TREADS
11' - 11"
4 5 6 8
N
O
4 75
N
O
A5.1.1
5D
A5.1.1
3D
STAIR 1
ST1-2
7.8
3' - 0"
6"
1S6A
1G6A
1G6A
0G3A
1G6A
0G6A
AREA OF
REFUGE
3"
1' - 1"
3"
3"
3"
GUARD RAIL
HAND RAIL
6"
0G3A
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
4 756
14 EQ RISERS
7' - 7 1/4"
3' - 0"
14' - 8"
9' - 5"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
LOW ROOF
227' - 2"
4 756
13 EQ RISERS
7' - 0 3/4"
3' - 0"
14' - 8"
7' - 0 3/4"
7' - 7 1/4"
9' - 9"
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
C D
5D
A6.0.2
6D
A6.0.2
LEVEL 01
0"
LEVEL 02
14' - 8"
LEVEL 01
0"
LEVEL 02
14' - 8"
C D
LEVEL 01
0"
LEVEL 02
14' - 8"
C DB.9
6D
A8.4.1
14' - 8"
6' - 6 1/4"
8' - 1 3/4"
3' - 6 1/4"
5"
CLEAR
4' - 3"10 1/4"
CLEAR
4' - 3"
5" EOS
4"
6"
11 3/8"
12"X 24" TILE TREAD
WOOD PANELED WALL
GLASS GUARDRAIL
SYSTEM
WOOD HANDRAIL
5/8" GWB ON 3 5/8" STUD
3 3/4"10 1/4"4' - 3"10 1/4"
UNDERSIDE OF STAIR
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
4 756
LEVEL 01
0"
LEVEL 02
14' - 8"
LEVEL 01
0"
LEVEL 02
14' - 8"
4 7
LEVEL 01
0"
LEVEL 02
14' - 8"
4 7
5A
A6.0.2
1"5"
8 3/8"
5 EQUAL PANELS
17' - 4 3/4"
4 EQUAL PANELS
14' - 0"4' - 9"
3/4"
5/8" GWB ON 3 5/8"
MTL. STUDS
GLASS GUARDRAIL
SYSTEM
WOOD HANDRAIL
4A
A8.3.1
LEVEL 01
198' - 6"
LEVEL 02
213' - 2"
4 756
LEVEL 01
0"
LEVEL 02
14' - 8"
LEVEL 01
0"
LEVEL 02
14' - 8"
4 75
LEVEL 01
0"
LEVEL 02
14' - 8"
4 75
5"
10 1/2"11"
1"
4A
A8.3.1
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
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513-4742-00
01/31/17
A6.0.2
STAIR PLANS AND
SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A6.0.2
3A PLAN - STAIR 2 (OPEN STAIR) - LEVEL 01
1/4" = 1'-0"A6.0.2
2B PLAN - STAIR 2 (OPEN STAIR) - LEVEL 02
1/4" = 1'-0"A6.0.2
1A PLAN - STAIR 1 (ENCLOSED STAIR) - LEVEL 01
1/4" = 1'-0"A6.0.2
1B PLAN - STAIR 1 (ENCLOSED STAIR) - LEVEL 02
1/4" = 1'-0"A6.0.2
1D SECTION - STAIR 1 - NORTH/SOUTH EXTERIOR RUN 1/4" = 1'-0"A6.0.2
3D SECTION - STAIR 1 - NORTH/SOUTH INTERIOR RUN
1/4" = 1'-0"A6.0.2
5A SECTION - STAIR 2 - A
1/4" = 1'-0"A6.0.2
5D SECTION - STAIR 2 - B
1/4" = 1'-0"A6.0.2
6D SECTION - STAIR 2 -C
NO.REASONDATE
SCHEDULED CARPET TILESCHEDULED VINYL PLANK
FLOOR
RUBBER TRANSITION TO
MATCH LVT
SCHEDULED TILESCHEDULED
CARPET TILE
ALUMINUM DIVIDER
STRIP WITH
ANCHORING LEG
SCHEDULED CARPET TILESCHEDULED VINYL PLANK
FLOOR
"SLIM LINE" RUBBER
TRANSITION TO MATCH LVT
SOLID WOOD BASE, PAINT
TO MATCH WALL
3 1/2"
1/2"1/2"
1/4"
3/4"
4"
SOLID WOOD BASE, PAINT
TO MATCH WALL8"
1 1/4"
6 1/2"
1/8"
1/2"
1/8"
3/4"
1/2"
1/4"
1/2"
SCHEDULED TILESCHEDULED
WOOD FLOOR
ALUMINUM DIVIDER STRIP
WITH ANCHORING LEG,
DARK BRONZE
SOLID WOOD BASE, PAINT
TO MATCH WALL
4"
1/2"
1/2"1/4"
3/4"
4 1/2"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A8.1.1
FINISH SCHEDULE
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
FINISH MATERIAL SCHEDULE
Order
(HIDE)LocationTagDescriptionManufacturer
Finish Description
CommentsStyleSizeProduct NumberColorInstall Notes
0CEILINGACT-19/16" BEVELED TEGULAR
ACOUSTICAL CEILING TILE
ARMSTRONGULTIMA24X241912WHITESUPERFINE XL GRID
0CEILINGACT-29/16" SQUARE TEGULAR
ACOUSTICAL CEILING TILE
ARMSTRONGOPTIMA48X483160WHITESUPERFINE XL GRID
0CEILINGACT-315/16" ANGLED TEGULAR
ACOUSTICAL CEILING TILE
ARMSTRONGDUNE24X241774WHITEPRELUDE GRID
1WALLLT-1LEATHER WALL TILESPINNEYBECKPINTUCK LASER
ENGRAVED TILE
12X12BL1907BURNT ORANGE
1WALLLT-2LEATHER WALL TILESPINNEYBECKPINTUCK LASER
ENGRAVED TILE
12X12BL1902CHOCOLATE
1WALLP-1PAINTSHERWIN
WILLIAMS
SEMI GLOSS LOW
SHEEN
SW7570EGRET WHITE
1WALLP-2PAINTSHERWIN
WILLIAMS
SEMI GLOSS LOW
SHEEN
SW7038TONY TAUPE
1WALLP-3PAINTSHERWIN
WILLIAMS
SEMI GLOSS LOW
SHEEN
SW7043WORLDLY GRAY
1WALLP-4PAINTSHERWIN
WILLIAMS
SEMI GLOSS LOW
SHEEN
SW6356COPPER MOUNTAIN
1WALLST-1STONE VENEER WALL TILEREALSTONE
SYSTEMS
LEDGESTONE WHITE BIRCH
1WALLST-2NATURAL STONE SLABDALTILEMARBLE123"X78"M701CARRARA WHITE,
HONED
SEAL ALL EXPOSED SURFACES
1WALLWC-1TEXTILE WALLCOVERINGKNOLLLANDMARKWC10561TRAVERTINE
1WALLWP-1PAINTED WOOD WALL PANELINGCUSTOM
MILLWORK
MATCH WALL COLOR
IN SEMIGLOSS
1WALLWT-1STONE MOSAIC WALL TILEDALTILEELEVARE6X18EL47LUNAR MATTEHORIZONTAL, 1/3
OFFSET
1WALLWT-2PORCELAIN WALL TILECROSSVILLESHADES6X24AV241 HONFROST,
SEMI-POLISHED
HORIZONTAL, 1/3
OFFSET
1WALLWT-3CERAMIC WALL TILEDALTILEMATTE4X4X714DESERT GRAYFROM FLOOR TO 4'
AFF
1WALLWT-4STONE WALL TILEDALTILEMARBLE3X6M701CARRARA WHITE,
HONED
HORIZONTAL, 1/2
OFFSET
2BASEFT-3ATILE BASEDALTILEMARBLEM420THASSOS WHITE,
HONED
2BASEFT-4ATILE BULLNOSE BASEDALTILEKEYSTONES2X4S-4249DESERT GRAY
2BASERB-1RUBBER BASE- STRAIGHTJOHNSONITE4"H ROLL48GREY
2BASERB-2RUBBER BASE- STRAIGHTJOHNSONITE4"H ROLL280 SHORELINE
2BASEWB-1WOOD BASE - PAINTED 4 1/2"Hx3/4"D MATCH WALL COLOR
IN SEMIGLOSS
TYP. AT GWB WALLS IN COMMONS AREAS SEE
1A/A8.3.1
2BASEWB-2SOLID WOOD BASE - STAINED 4 1/2"Hx3/4"D MATCH WD-1 TYP. AT WD-1 WALL PANELS IN COMMON AREAS
SEE 2A/A8.3.1
2BASEWB-3WOOD BASE - PAINTED 4"Hx3/4"D MATCH WALL COLOR
IN SEMIGLOSS
TYP. AT GWB WALLS IN OFFICE AREAS SEE
3A/A8.3.1
3FLOORCON-1SEALED CONCRETE
3FLOORCPT-1CARPET TILEBENTLEY MILLSHYPERSPACE18"X36"1556 #3COLOR CASTBRICK
3FLOORCPT-2CARPET TILESHAWFOLDED EDGE
TILE
18X365T062PAPRIKA TWINE 60157ASHLAR, PLAN E/W
3FLOORCPT-3CARPET TILESHAWFOLDED TILE18"X36"5T060PAPRIKA TWINE 60157ASHLAR, PLAN E/W
3FLOORCPT-4CARPET TILESHAWEXPAND TILE18"X36"5T059TWINE 59156ASHLAR, PLAN E/W
3FLOORCPT-5CARPET TILESHAWLINE WEIGHT
TILE
18"X36"5T114GESSO 13111BRICK, PLAN N/S
3FLOORCPT-6CARPET TILESHAWMICA TILE18"X36"5T014SMOKY QUARTZ 14761MONOLITHIC, PLAN
E/W
3FLOORCPT-7CARPET TILESHAWQUARTZ TILE18X365T017SMOKY QUARTZ 14761MONOLITHIC, PLAN
E/W
3FLOORCPT-8CARPET BROADLOOM WITH
BOUND EDGE
POTTERY BARN8X10 SITS ON TOP OF
SCHEDULED FLOOR
FINISH IN ROOM
ALLOWANCE $1,500
3FLOORFT-1PORCELAIN FLOOR TILECERAMIC
TECHNICS LTD
NAPOLI
LIMESTONE
12X24 NERO LAPPATOASHLARWITH CUSTOM METAL ACCENT STRIP INLAY, MTL-1
3FLOORFT-2STONE FLOOR TILEWAKLER ZANGERJET SET, MAI TAI CARRARA WHITE,
HONED
3FLOORFT-3STONE FLOOR TILEDALTILEMARBLE12X24M420THASSOS WHITE,
HONED
1/3 OFFSET
3FLOORFT-4PORCELAIN FLOOR TILEDALTILEKEYSTONES2X2D200DESERT GRAY
SPECKLE
CONTINUE ONTO
WASH BASIN
3FLOORFT-5PORCELAIN FLOOR TILECERAMIC
TECHNICS LTD
NAPOLI
LIMESTONE
L-SHAPED STEPNERO NATURAL
3FLOORFT-6PORCELAIN FLOOR TILECERAMIC
TECHNICS LTD
NAPOLI
LIMESTONE
12X24 NERO NATURALSTAIR RISER
3FLOORLVT-1LUXURY VINYL TILEPROCEDOSYLVANIA7.25"X48"DARKENED TAN
3FLOORMTL-1METAL ACCENT STRIP MATTE FINISH3"X24"AGED COPPERSEE FINISH PLAN30% TO HAVE CUSTOM EMBOSSED TEXT
3FLOORRF-1RUBBER FLOOR TILEJOHNSONITESOLID COLOR
RUBBER TILE
24X2448GREY, FLAGSTONE
TEXTURE
ASHLARON LANDINGS/GROUND FLOOR
3FLOORRF-2RUBBER STAIR TREAD/RISERJOHNSONITETREAD WITH
INTEGRATED
RISER
TREAD/RISER48GREY, HEAVY DUTY
SMOOTH
3FLOORVCT-1VINYL COMPOSITION TILEARMSTRONGSTANDARD
EXCELON
12"x12"51899COOL WHITE
3FLOORWF-1ENGINEERED WOOD FLOORSHAWHUDSON BAY6"WSW435 00979BRUSHWOOD
3FLOORWF-2ENGINEERED WOOD FLOORSHAWHUDSON BAY3"W00575COPPER RIDGEACCENT STRIP
AROUND PERIMETER
OF ROOM
3FLOORWO-1WALK-OFF MAT TILESHAWPORTAL24X245T035STERLING 34557ASHLAR
4CASEWORKPL-1PLASTIC LAMINATEFORMICADECO METALM5392 COPPER VEIL CABINETS IN OFFICE SUITE
4CASEWORKPL-2PLASTIC LAMINATEWILSONART 7965K-12WALNUT HEIGHTSSOFTGRAIN FINISHRESTROOM PARTITIONS, LAVATORY APRON
4CASEWORKPL-3PLASTIC LAMINATEWILSONART 1573-60FROSTY WHITE
4CASEWORKQZ-1QUARTZ SURFACEHANSTONE RU702CLASSIC STATUECOUNTERTOPS- HOSPITALITY BAR, OFFICE SUITE
4CASEWORKQZ-2QUARTZ SURFACECAMBRIA WHITE CLIFFS RECEPTION DESK WORKSURFACE
4CASEWORKQZ-3QUARTZ SURFACECAMBRIA CASTELL RESTROOM LAVATORIES
5MISC.CS-1CAST STONE MANTELCLASSIC STONE
CREATIONS
CUSTOM8"W PROFILE MANTEL TO WRAP
DOWN TO FLOOR
SEE INT. ELEVATIONS
5MISC.FWP-1FABRIC-WRAPPED PANELCARNEGIEXEROL, NEXUS 6425 W903 SEE INT. ELEVATIONS
5MISC.GB-1GLASS BOARD ON SLIDING TRACK3FORMPRESSED GLASS;
SLIDE 04
4'Wx8'-6"Hx1/4"100.05.05WHITE OUT, LOW IRON
(FRONT/BACK)
WALL MOUNTED
SLIDE 04 HARDWARE
SYSTEM
SEE INT. ELEVATIONS
5MISC.HD-1WOOD PIVOT SLIDING DOOR
HARDWARE
HAFELEHAWA FOLDING
CONCEPTA 25A
4'H FOR CUSTOM
LOCKABLE WOOD
DOORS AND
INSTALLED ON
COUNTERTOP WITH
FIXED GLASS PANELS
ABOVE
WOOD DOORS TO CLOSE AND SECURE CASHIER
AFTER HOURS
5MISC.MB-1MARKERBOARD - SKYFOLDLAMPRE WHITEON SKYFOLD WALL
SYSTEM
SEE INT. ELEVATIONS
5MISC.MT-1PROTRUDING EDGECUSTOM1/4" THICK x 4"
DEEP
COPPER, MATTE
5MISC.MT-2METAL REVEALMETAL TILE CO.TRIM CHANNEL1/2"Hx3/4"D COPPER, MATTE
5MISC.SS-1SOLID SURFACE SILLCORIAN FLINT
5MISC.W-1WINDOW TREATMENT- BLINDSHUNTER
DOUGLAS
2" ALUMINUM
BLINDS
INTERIOR GLASS AT OFFICE
5MISC.W-2WINDOW TREATMENT-ROLLER
SHADES
MECHOSYSTEMSMechoShade
Mecho/5 Standard
Bracket; SOLAR
SHADECLOTH:
150 SERIES
THERMOVEIL
DENSE BASKET
WEAVE (1%
OPEN)
4123 POCKET1520 SHADOW GREY
5MISC.WD-1WOOD VENEER PANELM. BOHLKE
VENEER CORP
WALNUT, PLAIN
SLICED
31594WARM TONED STAIN -
MATCH ARCHITECT
CONTROL SAMPLE
3" = 1'-0"A8.1.1
1A DETAIL - CARPET TO LVT TYP.
3" = 1'-0"A8.1.1
1B DETAIL - CARPET TO TILE, TYP.
3" = 1'-0"A8.1.1
2A DETAIL - LVT TO CARPET
3" = 1'-0"A8.1.1
2C DETAIL - WOOD BASE PROFILE WB-3
3" = 1'-0"A8.1.1
1C DETAIL - WOOD PANEL PROFILE
3" = 1'-0"A8.1.1
2B DETAIL - CARPET TO TILE, TYP. Copy 1
3" = 1'-0"A8.1.1
3C DETAIL - WOOD BASE PROFILE WB-1
NO.REASONDATE
R
W
B
F
FIRESIDE
102
WB-1
WF-1
P-1
W
B
F
WAITING/RECEPTION
101
WB-1
FT-1
P-1
W
B
F
BDF
109
RB-1
VCT-1
P-1 W
B
F
FIRE PUMP
108
RB-1
VCT-1
P-1
W
B
F
MEN
107
FT-3A
FT-3
P-2
W
B
F
WOMEN
106
FT-3A
FT-3
P-2
W
B
F
VESTIBULE
100
WB-1
WO-1
P-1 W
B
F
STAIR 1
ST1-1
RB-1
RF-1,RF-2
P-1
W
B
F
ELECTRIC
113
RB-1
VCT-1
P-1
W
B
F
PERIODICAL
112
RB-1
LVT-1
P-2
W
B
F
OPEN OFFICE
110
WB-3
CPT-6
P-3
W
B
F
OFFICE
110A
WB-3
CPT-7
P-3 W
B
F
OFFICE
110B
WB-3
CPT-7
P-3 W
B
F
OFFICE
110C
WB-3
CPT-7
P-3 W
B
F
OFFICE
110D
WB-3
CPT-7
P-3 W
B
F
DIRECTOR OFFICE
110E
WB-3
CPT-7
P-3
W
B
F
WORKROOM
111
RB-2
LVT-1
P-2W
B
F
DOMESTIC WATER
105
RB-1
VCT-1
P-1
W
B
F
INTERVIEW 1
103
WB-1
WF-1
P-1 W
B
F
INTERVIEW 2
104
WB-1
WF-1
P-1
W
B
F
ELEVATOR
SS
T-1
SS,WD-1
CPT-1 T-1
MTL-1 TYP.
WD-1
WD-1
WD-1
WD-1
WD-1 ST-1
WD-1
WD-1
ST-2
ST-2
WD-1
WD-1
WD-1
WD-1
WD-1
P-2
P-4
P-4
P-4
P-2P-
2
CPT-7
CPT-6
CPT-6
CPT-7
WT-4
WT-4
WT-1
WT-1
FT-2 FT-2
W
B
F
JANITOR
114
FT-4A
FT-4
P-1/WT-3
LT-1
W
B
F
STAIR 2
ST2-1
WB-1
FT-5,6
P-1
WD-1
WD-1
WP-1
WC-1
WC-1
WP-1
LT-2
WF-1 WF-2 WF-1 WF-2
CPT-8 CPT-8
WP-1
WP-1
LT-2
WF-1 WF-2
CPT-8
MT-1
MT-1
MT-1
MT-1
MT-1
MT-1
WD-1
W-2 W-2 W-2 W-2 W-2
W-2
W-2
W-2
W-2
W-1 W-1 W-1 W-1 W-1
W-2 W-2
W-2
W-2
W-2
WD-1
WD-1 WD-1
02
WD-1
EQ 2' - 4"EQ
EQ
10' - 0"
EQ EQ
10' - 0"
EQ
EQ 2' - 4"EQ
01
WD-1
WD-1
WD-1
WD-1
A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.
B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIED
HEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BE
NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO
PROCEEDING WITH WORK.
C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREAD
RATING.
D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY
OF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BE
FURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATION EXTRAS
WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFF ERRORS
BY CONTRACTOR. REFER TO ARCH. PLAN A101 FOR ALL DIMENSIONS.
E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALL
BE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITH
FLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.
CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BID
SUBMISSION.
F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BE
PAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY ARE
INSTALLED.
G.UNLESS OTHERWISE NOTED PROVIDE MINIMUM 3-COAT PAINT
SYSTEMS AS SPECIFIED FOR EACH SUBSTRATE; REFER TO FINISH PLAN
FOR COLORS.
H.UNLESS OTHERWISE NOTED PROVIDE PAINT FINISHES AS FOLLOWS:
EGGSHELL ON WALLS, FLAT ON CEILINGS AND SEMIGLOSS AT TRIM
AND BASE.
I.ALL NEW AND EXISTING FINISHES SCHEDULED TO REMAIN SHALL BE
PROTECTED DURING CONSTRUCTION. ANY DAMAGE SHALL BE
REPAIRED BY CONTRACTOR INVOLVED AT HIS COST WITH NO COST TO
OWNER.
J.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHER
CABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESS
OTHERWISE NOTED.
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A8.1.2
FINISH PLAN - LEVEL 01
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A8.1.2
1 LEVEL 01 - FINISH PLAN
SHEET KEYNOTES
GENERAL NOTES
01CUSTOM METAL INLAY, SEE SIGNAGE PACKAGE
02ALIGN
NO.REASONDATE
R
WS
UP
W
B
F
WAITING/RECEPTION
201
WB-1
CPT-4
P-1
W
B
F
IDF
217
RB-1
VCT-1
P-1
W
B
F
STAIR 1
ST1-2
RB-1
RF-1,RF-2
P-1
W
B
F
STORAGE
216
RB-1
VCT-1
P-1 W
B
F
OFFICE
210M
WB-3
CPT-7
P-3 W
B
F
OFFICE
210L
WB-3
CPT-7
P-3 W
B
F
OFFICE
210K
WB-3
CPT-7
P-3 W
B
F
OFFICE
210J
WB-3
CPT-7
P-3 W
B
F
OFFICE
210H
WB-3
CPT-7
P-3 W
B
F
OFFICE
210G
WB-3
CPT-7
P-3
W
B
F
OPEN OFFICE
210
WB-3
CPT-6
P-3
W
B
F
FILES / SUPPLY
213
RB-2
LVT-1
P-2
W
B
F
OFFICE
210N
WB-3
CPT-7
P-3
W
B
F
SECURE
214
RB-2
LVT-1
P-2
W
B
F
OFFICE
210F
WB-3
CPT-7
P-3W
B
F
OFFICE
210E
WB-3
CPT-7
P-3W
B
F
OFFICE
210D
WB-3
CPT-7
P-3W
B
F
OFFICE
210C
WB-3
CPT-7
P-3W
B
F
OFFICE
210B
WB-3
CPT-7
P-3W
B
F
OFFICE
210A
WB-3
CPT-7
P-3W
B
F
WORKROOM
212
RB-1
LVT-1
P-2
W
B
F
CASHIER
211
WB-1
CPT-4
P-1
W
B
F
INTERVIEW 3
203
WB-1
CPT-5
P-2
W
B
F
INTERVIEW 4
204
WB-1
CPT-5
P-2
WD-1
WD-1
WD-1
WD-1
WD-1
WD-1
WD-1
WD-1
WD-1
WP-1
WC-1
WC-1
FWP-1
FWP-1
WD-1
WC-1
ST-1
WT-4
WT-4
WT-1
WT-1
FT-2 FT-2
CPT-7
CPT-6
P-2
P-4
P-4
P-4
W
B
F
MECH. ACCESS
215
RB-2
CON-1
P-1
MT-1
MT-1
MT-1
MB-1
GB-1
GB-1
WD-1
WD-1
W
B
F
STAIR 2
ST2-2
WB-1
FT-5,6
P-1
CPT-3
CPT-4
CPT-2 CPT-4
CPT-3 CPT-4CPT-4
WT-2
W-2 W-2 W-2 W-2 W-2
W-2
W-2
W-2
W-2
W-1 W-1 W-1 W-1 W-1
W-2
W-1
W-2 W-2
W-2
W-2
W-2
W-1 W-1 W-1 W-1 W-1W-1
W-1
LT-1
WD-1
WD-1
EQ 30' - 0"EQ
4' - 0"
EQ
6' - 0"
EQ02
02 02 02
02
CPT-7
CPT-6
W
B
F
WOMEN
206
FT-3A
FT-3
P-2W
B
F
MEN
207
FT-3A
FT-3
P-2
EQ 2' - 4"EQ EQ 2' - 4"EQ
EQ
10' - 0"
EQ
EQ
10' - 0"
EQ
WD-1
WD-1 WD-1
WC-1
WD-1
MT-1
WD-1
WD-1
WD-1
WD-1
A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.
B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIED
HEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BE
NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO
PROCEEDING WITH WORK.
C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREAD
RATING.
D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY
OF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BE
FURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATION EXTRAS
WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFF ERRORS
BY CONTRACTOR. REFER TO ARCH. PLAN A101 FOR ALL DIMENSIONS.
E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALL
BE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITH
FLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.
CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BID
SUBMISSION.
F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BE
PAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY ARE
INSTALLED.
G.UNLESS OTHERWISE NOTED PROVIDE MINIMUM 3-COAT PAINT
SYSTEMS AS SPECIFIED FOR EACH SUBSTRATE; REFER TO FINISH PLAN
FOR COLORS.
H.UNLESS OTHERWISE NOTED PROVIDE PAINT FINISHES AS FOLLOWS:
EGGSHELL ON WALLS, FLAT ON CEILINGS AND SEMIGLOSS AT TRIM
AND BASE.
I.ALL NEW AND EXISTING FINISHES SCHEDULED TO REMAIN SHALL BE
PROTECTED DURING CONSTRUCTION. ANY DAMAGE SHALL BE
REPAIRED BY CONTRACTOR INVOLVED AT HIS COST WITH NO COST TO
OWNER.
J.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHER
CABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESS
OTHERWISE NOTED.
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A8.1.3
FINISH PLAN - LEVEL 02
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A8.1.3
1 LEVEL 02 - FINISH PLAN
SHEET KEYNOTES
GENERAL NOTES
01CUSTOM METAL INLAY, SEE SIGNAGE PACKAGE
02ALIGN
NO.REASONDATE
9' - 10"
WOOD BASE,
PAINTED, WB-1
3/4" PLYWOOD PANEL W/
WOOD VENEER. TYP.PENDANT LIGHT
SOLID WOOD
BASE, WB-2
WOOD BASE
PAINTED, WB-1 7 1/4"
EQ EQ
5' - 7"
3/4" PLYWOOD
W/ WOOD
VENEER. TYP.
PLYWOOD PANEL
W/ TEXTURED
WALLCOVERING
NATURAL STONE SLAB
1/2"
HORIZANTAL
WOOD
REVEAL. TYP.
GLASS
RAILING W/
WOOD HAND
RAIL
WOOD BASE,
PAINTED, WB-1
A4.1.1
2A Sim
A4.1.1
5A
Sim
A4.1.1
2C Sim
A4.1.1
5C Sim
10 3/4"3' - 6 1/4"1' - 6 1/2"
A8.3.1
5E SIM
10 3/4"
7' - 5 3/4"
10 3/4"
5' - 10"
CLR
2' - 1"
1C
A8.3.5
SIM
GLASS STAIR
RAIL
3/4 PLYWOOD W/
WOOD VENEER
4" WOOD BASE,
PAINTED. WB-1
1/2" WOOD REVEAL
LEATHER TILE WALL
COVERING
4" SOLID
WOOD BASE,
WB-2
BEVERAGE
COOLER, NIC
1' - 8 1/4"
5' - 0"
3' - 1 3/4"
GWB, PAINTED
6C
A8.4.1
SIM
7A
A8.3.5
SIM3C
A8.3.5
SIM
10 3/4"EQ EQ EQ
10 3/4"
EQ1 EQ1 EQ1 10 3/4"
1D
A8.4.1
SIM
4C
A8.4.1
SIM
2C
A8.4.1
SIM
4E
A8.3.1
SIM
4" WOOD BASE, PAINTED, WB-1
1' - 4 3/4"
1' - 4"9' - 4"2' - 0"1' - 4"1' - 4"9' - 4"1' - 4"1' - 4"2' - 0"9' - 4"1' - 4"
1' - 4 3/4"
2' - 6"
11' - 4"
3' - 4"
6' - 10"
2' - 0"
4"
3/4" PLYWOOD W/
WOOD VENEER
PENDANT LIGHT
EXTERIOR ALUMINUM
FRAMING SYSTEM
WOOD VENEER
BEAM ENCLOSURE
4" SOLID WOOD BASE, WB-2
1/2" VERTICAL
WOOD REVEAL
9' - 6"
SOLID SURFACE SILL
10 3/4"
EQEQEQ
10 1/4"
1D
A8.4.1
SIM
4" SOLID WOOD
BASE, WB-2
3/4" PLYWOOD W/
WOOD VENEER
4" WOOD BASE,
PAINTED, WB-1
GWB, PAINTED
1/4" COPPER PLATE, MT-
1, WITH CONCEALED
FASTNERS
1/2" WOOD REVEAL
PLYWOOD PANELS
W/ WOOD VENEER
1/2" VERTICAL
WOOD REVEAL.
TYP.
4" SOLID WOOD
BASE
GLASS STAIR
RAILING
1/2" HORIZANTAL
WOOD REVEAL.
TYP.
PENDANT LIGHT FIXTURE
GLASS RAILING W/ WOOD HAND RAIL
11"2' - 9"3' - 0 1/2"2' - 11"2' - 10 1/8"
1' - 7 7/8"
3' - 1 3/4"
5' - 0"
1' - 8 1/4"
4' - 10"
3' - 6"
GYP. BOARD W/
PAINT
GLASS RAILING
GLASS RAILING W/
WOOD HAND RAIL
5E
A8.3.1
SIM
6E
A5.3.2
SIM
PLYWOOD PANELS
W/ WOOD VENEER
1/2" VERTICAL
WOOD REVEAL.
TYP.
4" SOLID WOOD
BASE, WB-2.
1/2" HORIZANTAL
WOOD REVEAL.
TYP.
GLASS STAIR
RAILING
ALIGN
TYP.
EQ EQ EQ 4' - 6 1/2"2' - 11"3' - 0 1/2"2' - 9"2' - 9"2' - 9"
6C
A8.4.1
SIM
6A
A8.3.1
SIM
3' - 1 3/4"
5' - 0"
1' - 8 1/4"
9' - 3 1/4"
PENDANT
LIGHT
WOOD
HANDRAIL
FRAMELESS GLAZING
1/2" WOOD
REVEAL, TYP.
3/4" PLYWOOD PANEL
W/ WOOD VENEER
1' - 5 1/2"
1' - 5 1/4"
4' - 10"
3' - 6 1/2"
4' - 10"
1/2"2'-10"2'-10"2'-9"3'-0"2'-11"2'-11"
1' - 5"5' - 2"4' - 10 1/4"
STONE VENEER
PANEL
8"3' - 10"8"
7' - 2"
8"
COPPER TRIM AT
CASED OPENING
FERROUS METAL
PANEL TO MATCH
ELEVATOR, DARK
BRONZE
1/2" METAL REVEAL TO
MATCH METAL PANELS
PLYWOOD
PANELS W/ WOOD
VENEER
GLASS GUARD RAIL
SOLID WOOD
BASE, WB-2
4" WOOD BASE,
PAINTED, WB-1
GWB, PAINTED
GWB SOFFIT,
PAINTED
5E
A8.3.1
SIM
ALIGN
TYP.
GLASS RAILING
3/4" PLYWOOD
W/ WOOD
VENEER
EQ. EQ. EQ. EQ. EQ.
4A
A8.3.1
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A8.2.1
INTERIOR ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A8.2.1
1A 101 RECEPTION E
1/4" = 1'-0"A8.2.1
3C 102 RECEPTION N @ HOSPITALITY BAR
1/4" = 1'-0"A8.2.1
5A 101 RECEPTION W
1/4" = 1'-0"A8.2.1
5C 101 RECEPTION CORR S
1/4" = 1'-0"A8.2.1
1E MONUMENTAL STAIR 2-1 S
1/4" = 1'-0"A8.2.1
4E STAIR 2-2 W
1/4" = 1'-0"A8.2.1
1C MONUMENTAL STAIR - SIDE
1/4" = 1'-0"A8.2.1
3E MONUMENTAL STAIR 2-2 S
1/4" = 1'-0"A8.2.1
7C ELEVATOR FACADE
1/4" = 1'-0"A8.2.1
7E ENTRY
1/4" = 1'-0"A8.2.1
5E STAIR 2-2 N
NO.REASONDATE
1' - 6"2' - 9"1' - 6"
1 1/2"
2' - 4 1/2"
4"
QUARTZ COUNTERTOP, QZ-1
LAMINATE BASE
CABINET, PL-1
2' - 10"
3' - 1 1/2"4"
2' - 4 1/2"
1 1/2"
NIC
LAMINATE BASE
CABINATE, PL-1
QUARTZ COUNTERTOP, QZ-1
CLEAR
2' - 10 1/2"
5A
A8.3.5
SIM
COUNTERTOP
MICROWAVE. NIC.
2' - 9"2' - 9"2' - 9"2' - 9"
2' - 10"
1' - 8"
2' - 6"
4"
2' - 4 1/2"
1 1/2"
2' - 9"2' - 9"2' - 9"2' - 9"
NIC
CLEAR
4' - 4 3/4"
LAMINATE
UPPER
CABINET, PL-1
LAMINATE BASE
CABINET, PL-1
QUARTZ
COUNTERTOP, QZ-1
5A
A8.3.5
SIM
1F
A8.3.5
SIM
2' - 9"3' - 0"2' - 9"
2' - 10"
1 1/2"
2' - 4 1/2"
4"
NIC
QUARTZ COUNTERTOP, QZ-1
LAMINATE BASE CABINET, PL-1
CLEAR
3' - 0"
1A
A8.3.5
SIM 5A
A8.3.5
SIM
COUNTERTOP
MICROWAVE. NIC.
WATER
PURIFICATION.
NIC.
1A
A8.4.1
SIM
3' - 2 3/4"6 5/8"8"6' - 6 3/4"8"6 5/8"3' - 2 3/4"
6 1/2"
4' - 6"
6 1/2"
EQ
6 1/2"
EQ
6 1/2"
4' - 6"
6 1/2"
5' - 7 5/8"
4" WOOD BASE, PAINTED, WB-1
50" DIRECT VENT GAS
FIREPLACE
3"x6" MARBLE TILE, MT-1
CAST STONE
SURROUND, CS-1
70" LCD
CLEARANCE TO
COMBUSTIBLES
(DASHED LINES)
6' - 3"
5' - 5"
WOOD WALL PANELS &
TRIM, PAINTED
7D
A8.4.2
TEXTILE
WALLCOVERING
8"
21' - 4"
2' - 4"
4"
4" WOOD BASE, PAINTED, WB-1
4E
A8.3.1
SIM
12' - 0"
4" SOLID WOOD BASE
PLYWOOD PANEL WITH
WOOD VENEER.
SOLID SURFACE WINDOW SILL
6A
A8.4.1
SIM
5C
A5.3.2
SIM
3' - 6 5/8"8' - 1 1/2"3' - 6 5/8"
6 1/2"
2' - 11"
6 1/2"
7' - 1 1/2"
6 1/2"
4"
6 1/2"2' - 5 1/8"6 1/2"8' - 2 3/4"6 1/2"2' - 4 7/8"6 1/2"
EQ EQ
5' - 5 1/8"
4" WOOD BASE, PAINTED, WB-1
LEATHER WALL TILE
SURFACE MOUNTED DISPLAY.
PROVIDED BY OWNER .
COORDINATE LOCATION AND
SIZE W/ AV CONSULTANT.
PAINTED WOOD PANELING.
5A
A8.3.1
SIM
3A
A8.4.1
SIM
4" WOOD BASE,
PAINTED, WB-1
PAINTED WOOD
PANELING
6 1/2"
2' - 11"
6 1/2"
7' - 1 1/2"
6 1/2"
4"
6 1/2"2' - 5 1/8"6 1/2"8' - 2 3/4"6 1/2"2' - 5 1/8"6 1/2"
5C
A5.3.2
SIM5A
A8.3.1
SIM
3A
A8.4.1
SIM
6A
A8.4.1
SIM
3' - 7 3/8"8' - 0"3' - 7 3/8"
6 1/2"
2' - 11"
6 1/2"
7' - 1 1/2"
6 1/2"
4"
6 1/2"2' - 5 1/8"6 1/2"8' - 2 3/4"6 1/2"2' - 4 7/8"6 1/2"
4" WOOD BASE, PAINTED, WB-1
LEATHER WALL TILE
PAINTED WOOD PANELING
SURFACE MOUNTED
DISPLAY, PROVIDED BY
OWNER. COORDINATE
LOCATION AND SIZE W/
AV CONSULTANT.
5' - 5 1/8"
EQ EQ
4" WOOD BASE,
PAINTED, WB-1
EQ EQ
6' - 6"8' - 9"
GYP. BD.
3FORM SLIDING
DOORS
3FORM SLIDING TRACK
MOUNTED TO FACE OF
WALL
EDGE OF GWB WALL
BEHIND GLASS BOARDS
LEATHER WALL TILE
SURFACE MOUNTED DISPLAY,
PROVIDED BY OWNER.
COORDINATE LOCATION AND
SIZE W/ AV CONSULTANT.
4" WOOD BASE, PAINTED, WB-1
4" WOOD BASE,
PAINTED, WB-1
SKYFOLD
RETRACTABLE WALL
FWP-1 FWP-1
FWP-1 FWP-1
MB-1
MB-1 MB-1
MB-1
SKYFOLD RETRACTABLE
WALL, FWP-1
4" WOOD BASE, PAINTED,
WB-1
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
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A8.2.2
INTERIOR ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A8.2.2
2A 212 WORKROOM N
1/4" = 1'-0"A8.2.2
3A 212 WORKROOM S
1/4" = 1'-0"A8.2.2
4A 213 FILE/SUPPLY RM E
1/4" = 1'-0"A8.2.2
1A 111 WORKROOM W
1/4" = 1'-0"A8.2.2
1C 102 FIRESIDE E
1/4" = 1'-0"A8.2.2
2C 102 FIRESIDE W
1/4" = 1'-0"A8.2.2
5C 103 INTERVIEW W
1/4" = 1'-0"A8.2.2
4C 103 INTERVIEW E
1/4" = 1'-0"A8.2.2
5A 104 INTERVIEW W
1/4" = 1'-0"A8.2.2
1E INTERIOR ELEVATION - FIRESIDE AND INTERVIEW ROOMS
1/4" = 1'-0"A8.2.2
5E 203 CONFERENCE ROOM W
1/4" = 1'-0"A8.2.2
4F 204 CONFERENCE ROOM W
1/4" = 1'-0"A8.2.2
4E 203 CONFERENCE ROOM E
NO.REASONDATE
SOLID SURFACE SILL
WOOD BLOCKING
METAL STUD WALL
G.W.B. FINISH
VARIES
5/8"
1"
2 3/8"
1"
1/4"1/4"3/4"
EXTERIOR GLAZING
SCHEDULED PARTITION
NATURAL STONE AS
SCHEDULED
1/2" COPPER REVEAL
5/8" CONCRETE BOARD
SCHEDULED CEILING
3/4"
3/4" BLOCKING
4"
1/2"
1/2" WOOD REVEAL,
PAINTED WHITE
(1) LAYER
5/8" GWB
3/4" X 4" HIGH
SOLID WOOD
BASE, PAINTED,
WB-1
(1) LAYER
5/8" GWB
1" X 4" HIGH SOLID WOOD
BASE TO MATCH FACE OF
PANEL, WB-2
WOOD PANELS
3/4"3/4"
1/2" WOOD REVEAL
MATCH FACE OF
PANEL
'Z' CLIPS ON
WOOD BLOCKING
4"
1/2"
3/4" PLYWOOD PANEL WITH
WOOD VENEER
1/2" REVEAL (ALL EXPOSED
SURFACES TO MATCH WOOD
PANEL FACE, TYPICAL)
(1) LAYER 5/8" GWB (TYPICAL)
1/2"
3/4"3/4"
1/2"
3/4"3/4"
WOOD WALL PANELS
1/2" REVEAL (ALL EXPOSED
SURFACES TO MATCH WOOD
PANEL FACE, TYPICAL)
(1) LAYER 5/8" GWB (TYPICAL)
(1) LAYER
5/8" GWB
3/4" PLYWOOD WITH
WOOD VENEER
'Z' CLIPS ON
WOOD BLOCKING
1/2"
3/4"
3/4"
3/4"3/4"
WOOD REVEAL, MATCH
FACE OF PANEL
(1) LAYERS 5/8" GWB
WOOD PANEL SURFACE
APPLIED TO GWB
4 1/4"
3/4"2"
3/4"
SOLID WOOD EDGE TO
MATCH WOOD PANEL FACE,
VENEER TO CONT. TO END
3/4" PLYWOOD DOOR
3/4" PLYWOOD PANEL
WITH WOOD VENEER ON
TOUCH LATCH
HARDWARE TO PROVIDE
ACCESS TO STORAGE
WOOD REVEAL TO
MATCH FACE OF PANEL
1/2"
3/4" PLYWOOD WITH
WOOD VENEER ON
BLOCKING W/ ZCLIPS
3 1/2"
1/2"
1/2" WOOD REVEAL
SOLID WOOD
BASE. ALIGN W/
ADJACENT BASE.
5/8"
1 1/2"
1/4"
SCHEDULED PARTITION
(1) LAYER 5/8" GWB
ON MTL STUD
PAINTED WOOD PANEL
WITH CUSTOM TRIM
PROFILE ON BLOCKING
5/8"
1"
1 1/4"
4 1/2"
SOLID WOOD BASE, PAINTED
NATURAL STONE AS
SCHEDULED
1/2" COPPER REVEAL
5/8" CONCRETE BOARD
SCHEDULED PARTITION
3/4" BLOCKING
5/8"3/4"3/4"
L
FINISHED WALL
GASKET
CLADDING
1/2" TEMPERED GLASS
ALUMINUM BASE SHOE
WELD BLOCK STEEL PER
RAILING MANUF.
STEEL LEDGE ANGLE
EMBED PLATE
FINSIH FLOOR AS
SCHEDULED
3 1/2"
1/2"
(1) LAYER
5/8" GWB
3/4" X 4" HIGH SOLID
WOOD BASE, PAINTED TO
MATCH WALL, WB-3
C
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A8.3.1
INTERIOR SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3" = 1'-0"A8.3.1
4E DETAIL - TYP. WINDOW SILL
3" = 1'-0"A8.3.1
1B DETAIL - TILE AT CEILING
3" = 1'-0"A8.3.1
1A DETAIL - WOOD BASE @ GWB IN COMMON AREAS, TYP.
3" = 1'-0"A8.3.1
2A DETAIL - WOOD BASE @ WOOD PANELS TYP.
3" = 1'-0"A8.3.1
2D DETAIL - TYP. WOOD PANEL AT GYP CEILING
3" = 1'-0"A8.3.1
1D DETAIL - TYP. WOOD PANEL REVEAL VERTICAL
3" = 1'-0"A8.3.1
1E DETAIL - TYP. WOOD WALL PANEL AT WOOD CEILING
3" = 1'-0"A8.3.1
2E DETAIL - WOOD PANEL AT CASED OPENING
3" = 1'-0"A8.3.1
6A SECTION- WOOD PANEL AT STORAGE CABINET
3" = 1'-0"A8.3.1
5A SECTION- WOOD PANEL WITH MOULDING
3" = 1'-0"A8.3.1
4D DETAIL - COPPER REVEAL @ TILE
3" = 1'-0"A8.3.1
5E DETAIL - HANDRAIL BASE
3" = 1'-0"A8.3.1
2B DETAIL - WOOD BASE @ GWB AT OFFICE, TYP.
1" = 1'-0"A8.3.1
4A DETAIL - HANDRAIL DETAIL @ STAIR
NO.REASONDATE
3-5/8" MTL. STUDS
WITH 5/8" GWB
J BEAD
NOTE: COORDINATE WITH A/V
DRAWINGS FOR REQUIRED
ACCESS TO ELECTRICAL OUTLETS
AND A/V EQUIPMENT, AND
REQUIRED VENTILATION.
FACE OF SIDE WALL BEYOND
3 5/8"
6"
3/4" WOOD TRIM, PAINTED (SIDES
AND TOP OF RECESS)
WOOD TRIM, PAINTED
LEATHER WALL TILE
SURFACE APPLIED
LCD SCREEN ON MOUNT, VERIFY DEPTH OF
RECESS WITH FINAL AV SPECS
SCHEDULED PARTITION
4 3/4"
3 FORM SLIDING TRACK,
SLIDE 04 HARDWARE SET,
WALL MOUNTED, PROVIDE
ADDTL BLOCKING
1' - 4"
OPENING
5' - 0"
1' - 6"
TO WOOD SOFFIT
8' - 6"
2 1/4"
1 1/4"2' - 4 1/4"
8 5/8"
1' - 5 7/8"1' - 11 3/8"
10"
6"
QUARTZ TRANSACTION
& CASEWORK
3/4" PLYWOOD W/
WOOD VENEER
PLAM 3 DRAWER BASE
CABINET
BOXED HEADER
1/2" WOOD REVEAL
POWERED COUNTER
SHUTTER DOOR
5/8" GWB ON 3-5/8"
METAL STUDS
2' - 0"
2' - 1 3/4"
1/2" WOOD REVEAL
10 1/4"
1 5/8"
3/4" PLYWOOD WITH
PLAM
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A8.3.2
INTERIOR SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1 1/2" = 1'-0"A8.3.2
1A INTERIOR SECTION AT SLIDING GLASSBOARDS
3/4" = 1'-0"A8.3.2
3A INTERIOR SECTION - CASHIER COUNTER SHUTTER DOOR
NO.REASONDATE
3/4" ADJUSTABLE PLYWOOD
SHELF W/ WHITE PLAM ON
RECESSED STANDARDS
WHITE PLAM CABINET
INTERIOR, TYP.
BLUM 125° SELF-
CLOSING HINGES,
OR APPROVED EQUAL
NOTE: ALL WOOD
BLOCKING IN WALL
SHALL BE FIRE
RETARDANT TREATED
VARIES
HARDWARE AS SCHEDULED
1' - 0"3/4"
3/4" PLYWOOD DOOR W/ PLAM
OR VENEER, SEE INTERIOR
ELEVATIONS AND
SPECIFICATIONS
3/4" ADJUSTABLE
PLYWOOD SHELF W/
WHITE PLAM ON
RECESSED STANDARDS
BLUM 125° SELF-CLOSING
HINGES, OR APPROVED
EQUAL
3/4" PLYWOOD DOOR
W/ PLAM OR VENEER. SEE
INTERIOR ELEVATIONS
AND SPECS.
ACCURIDE
SLIDE (TYP.)
QUARTZ OR SOLID
SURFACE COUNTERTOP
AND BACKSPLASH . SEE
INTERIOR ELEVATIONS AND
SPECS.
HARDWARE AS
SCHEDULED
4"
1' - 10 1/8"
3/16"
6"3/16"
1 1/2"
1' - 9"3"
2' - 10"
WHITE PLAM
CABINET
INTERIOR
CONTINUOUS TOEKICK
TRIM (PLAM OR VENEER TO
MATCH CABINET - FINISH
ALL EXPOSED SURFACES)
2'-0"
2'-1"
3/4" PLYWOOD PANEL
W/ PLAM. SEE INTERIOR
ELEVATIONS AND
SPECS.
4"
2' - 1"
4"
2' - 4 5/16"
3/16"
1 1/2"
1' - 9"3"
2' - 10"
4"
3/4" PLYWOOD DOOR
W/ PLAM, SEE INTERIOR
ELEVATIONS AND SPECS
QUARTZ COUNTERTOP &
BACKSPLASH, SEE INTERIOR
ELEVATION AND SPECS.
HARDWARE AS
SCHEDULED
3/4" ADJUSTABLE
PLYWOOD SHELF
W/ PLAM ON
RECESSED
STANDARDS
WHITE PLAM
CABINET
INTERIOR
BLUM 125° SELF-
CLOSING HINGES,
OR APPROVED EQUAL
CONTINUOUS TOEKICK
TRIM (PLAM TO MATCH
CABINET - FINISH ALL
EXPOSED SURFACES)
QUARTZ COUNTERTOP &
BACKSPLASH
SEE PLAN
VARIES
4"
2' - 4 1/2"
1 1/2"
BASE AS SCHEDULED
SUBSTRATE AS
REQUIRED
2-1/2" x 1-1/2" x 1/4" TUBE STEEL
COUNTERTOP SUPPORT (USE
AT ANY SPAN OVER 3'-0" WIDE).
ATTACH TO WALL OR
CASEWORK AS REQUIRED.
MAINTAIN TYPICAL ADA
KNEE CLEARANCE
4"
1/2" PLYWOOD END PANEL WITH
WOOD VENEER (BEYOND)
DOOR PULLS
BLOCKING AS REQUIRED
WOOD VENEER CABINET
INTERIOR TO MATCH
FACE OF DOORS (TYP.)
BLUM 125° SELF-
CLOSING HINGES,
OR APPROVED EQUAL
NOTE: ALL WOOD
BLOCKING IN WALL
SHALL BE FIRE
RETARDANT TREATED
1' - 9 7/8"2 1/8"
SEE ELEVATIONS
ADJUSTABLE WOOD
VENEER SHELVES
3/4" PLYWOOD DOORS W/
PLAM. SEE INTERIOR
ELEVATIONS AND SPECS.
ATTACHED FALSE BASE TO DOORS
AND UNCUT SO DOORS REMAIN
OPERABLE (WOOD VENEER TO
MATCH CABINET - FINISH ALL
EXPOSED SURFACES). BASE AND
FACE OF DOOR SHALL ALIGN WITH
FACE OF ADJACENT WOOD PANELS.
FIX WOOD VENEER
SHELF
ADJUSTABLE WOOD
VENEER SHELVES
1/2"
1/2" WOOD REVEAL
SINK
SEE PLUMBING DWGS. FOR SPEC.
FAUCET, SEE PLUMBING DWGS.
INSULATE ALL EXPOSED
PIPES AND HOT SURFACES
BLACK PLAM CABINET
INTERIOR (TYPICAL)
QUARTZ SURFACE OR
SOLID SURFACE TOP, SEE
INTERIOR ELEVATIONS AND
SPECS.
2' - 1"
2' - 0"
BLUM 125° SELF-CLOSING
HINGES, OR APPROVED EQUAL
DOOR, 3/4" PLYWOOD WITH
PLAM, SEE INTERIOR
ELEVATION AND SPECS.
DOOR PULLS AS SPECIFIED
PROVIDE
REQUIRED ADA
CLEARANCE
INSIDE CABINET
SINK
SEE PLUMBING DWGS. FOR SPEC.
FAUCET, SEE PLUMBING DWGS.
INSULATE ALL EXPOSED
PIPES AND HOT SURFACES
PLAM TO MATCH CABINET
FACE. BEVEL "ATTACHED
FALSE BASE" SO DOORS ARE
OPERABLE
WHITE PLAM CABINET
INTERIOR (TYPICAL)
QUARTZ SURFACE OR
PLAM TOP, SEE
INTERIOR ELEVATIONS
AND SPECS.
RUN BASE INSIDE CABINET,
TO MATCH BASE
THROUGHOUT
2' - 1"
1' - 9"3"
4"
1/2"
UNDERCUT
4" QUARTZ SURFACE OR PLAM
BACKSPLASH. SEE INTERIOR ELVATIONS
AND SPECS. NO BACKSPLASH IF WALL
HAS WALL TILE, SEE ELEVATIONS
BLUM 125° SELF-CLOSING
HINGES, OR APPROVED
EQUAL
DOOR, 3/4" PLYWOOD WITH
PLAM, SEE INTERIOR
ELEVATION AND SPECS.
DOOR PULLS AS SPECIFIED
PROVIDE
REQUIRED ADA
CLEARANCE
INSIDE CABINET
2' - 6"
4"
2' - 4 5/16"
3/16"
1 1/2"
2' - 2"3"
2' - 10"
4"
3/4" PLYWOOD DOOR
W/ PLAM, SEE INTERIOR
ELEVATIONS AND SPECS
QUARTZ COUNTERTOP &
BACKSPLASH, SEE INTERIOR
ELEVATION AND SPECS.
HARDWARE AS
SCHEDULED
3/4" ADJUSTABLE
PLYWOOD SHELF
W/ PLAM ON
RECESSED
STANDARDS
WHITE PLAM
CABINET
INTERIOR
BLUM 125° SELF-
CLOSING HINGES,
OR APPROVED EQUAL
CONTINUOUS TOEKICK
TRIM (PLAM TO MATCH
CABINET - FINISH ALL
EXPOSED SURFACES)
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A8.3.5
CASEWORK SECTIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1 1/2" = 1'-0"A8.3.5
1F CASEWORK SECTION - UPPER CABINET TYPICAL
1 1/2" = 1'-0"A8.3.5
5A CASEWORK SECTION - BASE CABINET DOOR/DRAWER
1 1/2" = 1'-0"A8.3.5
7A CASEWORK SECTION - BASE CABINET FULL HEIGHT DOOR
1 1/2" = 1'-0"A8.3.5
3C CASEWORK SECTION - KNEE SPACE
1 1/2" = 1'-0"A8.3.5
1C CASEWORK SECTION - HOSPITALITY CABINET
1 1/2" = 1'-0"A8.3.5
3A CASEWORK - ADA SINK BASE
1 1/2" = 1'-0"A8.3.5
1A CASEWORK - ADA SINK BASE WITH TOEKICK1
1 1/2" = 1'-0"A8.3.5
7C CASEWORK SECTION - BASE CABINET FULL HEIGHT DOOR DEEP
NO.REASONDATE
2"1' - 0"
SOLID WOOD
BASE
2CM QUARTZ
WORKSURFACE
3/4" PLYWOOD W/
VENEER
3/4" PLYWOOD W/
LAMINATE
2-1/2" X 1-1/2" X 1/4" TUBE
STEEL COUNTERTOP
SUPPOERT (USE AT ANY SPAN
OVER 3'-0" WIDE). ATTACH TO
WALL OR CASEWORK AS
REQUIRED.
QUARTZ SURFACE
APRON SET BACK 1"
3/4" PLYWOOD
SUBSTRATE
3/4"PLYWOOD W/
WOOD VENEER
TRANSACTION TOP
ELEC/DATA CHASE
(COORDINATE WITH
ELECTRICAL DWGS)
3' - 1 1/2"
1/2"
11"
1' - 8 1/2"
6"
2"
1 1/2"
10 1/2"
1 1/2"
4 1/4"
2' - 6"
2' - 0"
2CM NATURAL STONE
TRANSACTION TOP
1/2" WOOD REVEAL
1' - 0"
2CM QUARTZ
WORK SURFACE
2-1/2" X 1-1/2" X 1/4" TUBE
STEEL COUNTERTOP
SUPPOERT (USE AT ANY
SPAN OVER 3'-0" WIDE).
ATTACH TO WALL OR
CASEWORK AS REQUIRED.
QUARTZ SURFACE
APRON SET BACK 1"
SOLID WOOD BASE
1/2" WOOD REVEAL
3/4" PLYWOOD W/
WOOD VENEER
4"
1/2"
11"
1' - 8 1/2"
2CM NATURAL
STONE
TRANSACTION TOP
PLYWOOD SUBSTRATE
PLYWOOD W/ PLAM
2CM NATURAL
STONE. BUTT JOINT
SEAMS.
PLYWOOD SUBSTRATE
1/2" REVEAL
SOLID WOOD BASE
3' - 1 1/2"
1/2"
11"
ELEC/DATA CHASE
(COORDINATE WITH
ELECTRICAL DWGS)
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
PROVIDE FILE SYSTEM
2' - 0"
4"
2' - 2"
4"
1' - 1 1/8"
1/4"
5 1/4"1/4"
5 1/4"1/4"1 1/2"
10 1/2"
1 1/2"
1' - 0"
4 1/4"
2CM QUARTZ
WORKSURFACE
3/4" PLYWOOD W/ VENEER
2' - 6"
3/4" PLYWOOD
W/ LAMINATE
3/4" PLYWOOD W/ VENEER
SCEDULED PARTITION
5/8" GWB WITH
TEXTILE
WALLCOVERING
SOLID WOOD BASE,
PAINTED.
1/2" WOOD REVEAL
SCHEDULED FLOOR
4"
1/2"
BLOCKING
4" SOLID WOOD BASE TO
MATCH PANEL
3/4" PLYWOOD WITH
WOOD VENEER
5/8" GWB
SCHEDULED PARTITION
1/2" WOOD REVEAL
VARIES
4"
1/2"
SOLID WOOD BASE
1/2" WOOD REVEAL
3/4" PLYWOOD
SUBSTRATE
3/4" PLYWOOD WITH
WOOD VENEER
5 3/4"
2' - 6"
6"
2' - 0"
2-1/2" X 1-1/2" X 1/4" TUBE
STEEL COUNTERTOP
SUPPOERT (USE AT ANY SPAN
OVER 3'-0" WIDE). ATTACH TO
WALL OR CASEWORK AS
REQUIRED.
QUARTZ SURFACE
APRON SET BACK 1"
QUARTZ WORKSURFACE
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
4"
1/2"
11"
1' - 8 1/2"
2' - 6"
6"
2' - 0"
11 1/2"
4 1/2"4"
2CM QUARTZ
WORKSURFACE
2CM NATURAL
STONE
TRANSACTION
TOP
3/4" PLYWOOD
SUBSTRATE
3/4" PLYWOOD W/
WOOD VENEER
1/2" WOOD REVEAL
SOLID WOOD BASE
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
6"VARIES
1' - 0 1/4"
SOLID WOOD
BASE
1/2" WOOD REVEAL
PLYWOOD
SUBSTRATE
2CM NATURAL
STONE SURFACE
3' - 0"
4"
1/2"
1 1/2"
HARDWARE AS
SCHEDULED
MATCHING TOEKICK
3/4" PLYWOOD WITH
PLASTIC LAMINATE
2CM QUARTZ
SURFACE
COUNTERTOP
2' - 7 1/2"
3 3/8"
SOLID WOOD
BASE
1/2" WOOD REVEAL
PLYWOOD
SUBSTRATE
2CM NATURAL
STONE SURFACE
3/4" PLYWOOD W/
WOOD VENEER
2' - 6"
1' - 0"
8 5/8"
10 1/2"
1 1/2"
2CM QUARTZ
WORKSURFACE
3/4" PLYWOOD W/
LAMINATE
2-1/2" X 1-1/2" X 1/4" TUBE
STEEL COUNTERTOP
SUPPOERT (USE AT ANY
SPAN OVER 3'-0" WIDE).
ATTACH TO WALL OR
CASEWORK AS
REQUIRED.
QUARTZ SURFACE
APRON SET BACK 1"
2 3/4"1/2" WOOD REVEAL
4"
3/8"
2' - 6"
1/2"
7 1/8"
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
ACCURIDE SLIDE (TYP.)
PROVIDE FILE SYSTEM
2' - 6"
2' - 6"
1' - 0"
8 5/8"
HARDWARE AS
SCHEDULED
MATCHING TOEKICK
SOLID WOOD BASE
ELEC/DATA CHASE
(COORDINATE WITH
ELECTRICAL DRAWINGS)
QUARTZ SURFACE
COUNTERTOP
3/4" PLYWOOD W/ WOOD
VENEER
3/4" PLYWOOD W/
PLAM
3/4" PLYWOOD
SUBSTRATE
1/2" WOOD REVEAL
3/4" PLYWOOD WITH
PLASTIC LAMINATE
3/4" PLYWOOD
SUBSTRATE
3' - 6"
4"
1/2"
2' - 7 1/2"
1/2"
5 5/8"
4"
1' - 1 5/8"
1/4"
5 1/4"
1/4"
5 1/4"3/8"
1"
1' - 0"
2 3/4"
3/4" PLYWOOD W/
WOOD VENEER
1/2" WOOD REVEAL
3/4" PLYWOOD W/
WOOD VENEER
SOLID WOOD BASE
3/4" PLYWOOD
SUBSTRATE
3/4" PLYWOOD
SUBSTRATE
1/2" WOOD REVEAL
4"
2' - 8"
1/2"
5 5/8"
1/2" WOOD
REVEAL
3/4" PLYWOOD W/
WOOD VENEER
5 7/8"
NATURAL STONE
BEYOND
3/4" PLYWOOD
WITH WOOD
VENEER
SOLID
WOOD BASE
3/4" PLYWOOD
WITH LAMINATE
(BEYOND)
3/4" PLYWOOD
SUBSTRATE
3' - 0 1/4"
1 1/8"
1' - 7 5/8"
11"
1/2"
4"
1/2" REVEAL
3/4" PLYWOOD W/
WOOD VENEER
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A8.3.6
RECEPTION DESK
SECTIONS AND
DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1 1/2" = 1'-0"A8.3.6
1B SECOND FLOOR RECEPTION - WORK SURFACE
1 1/2" = 1'-0"A8.3.6
6B 2ND FLR RECEPTION - NAT. STONE TRANSACTION TOP
1 1/2" = 1'-0"A8.3.6
3B SECOND FLOOR RECEPTION - 3 DRAWER
3" = 1'-0"A8.3.6
6D DETAIL - BASE @ SECOND FLOOR RECEPTION
3" = 1'-0"A8.3.6
6E DETAIL - BASE @ FIRST FLOOR RECEPTION
1 1/2" = 1'-0"A8.3.6
5B SECOND FLOOR RECEPTION - WORKSURFACE
1 1/2" = 1'-0"A8.3.6
6A SECOND FLOOR RECEPTION - 3 DRAWER @ TRANSACTION TOP
1 1/2" = 1'-0"A8.3.6
1A DETAIL - 3 DRAWER @ FIRST FLOOR RECEPTION
1 1/2" = 1'-0"A8.3.6
3A DETAIL - WORKSURFACE @ FIRST FLOOR RECEPTION
1 1/2" = 1'-0"A8.3.6
4A DETAIL - HIGH COUNTER @ FIRST FLOOR RECEPTION
1 1/2" = 1'-0"A8.3.6
1D DETAIL - CORNER @ FIRST FLOOR RECEPTION
1 1/2" = 1'-0"A8.3.6
2D DETAIL - CORNER DRAWER @ SECOND FLOOR RECEPTION
NO.REASONDATE
WOOD WALL PANELS
1/2" REVEAL (ALL EXPOSED
SURFACES TO MATCH WOOD
PANEL FACE, TYPICAL)
(1) LAYER 5/8" GWB
1/2"
3/4"
3/4"
(1) LAYERS
5/8" GWB
WOOD PANELS
'Z' CLIPS ON
WOOD BLOCKING
3/4"3/4"
3/4"
3/4"
1/2"
WOOD REVEAL TO
MATCH FACE OF
PANEL
(1) LAYERS
5/8" GWB
WOOD PANELS
'Z' CLIPS ON
WOOD BLOCKING
4 1/4"3/4"3/4"
3/8"
3/4"
WOOD REVEAL TO
MATCH FACE OF PANEL
1/2"
3/4"
3/4"
WOOD WALL PANELS
1/2" REVEAL (ALL EXPOSED
SURFACES TO MATCH WOOD
PANEL FACE, TYPICAL)
(2) LAYERS 5/8" GWB
(TYPICAL)
(1) LAYER 5/8" GWB
ON MTL STUD
WOOD PANELS
'Z' CLIPS ON
WOOD BLOCKING
1 1/2"
3/4"
1/4"
2"
REVEAL TO
MATCH WOOD
PANEL FACE
(2) LAYERS
5/8" GWB
WOOD PANELS
1 1/4"3/4"3/4"
'Z' CLIPS ON
WOOD BLOCKING
3 5/8"1 1/4"3/4"3/4"
1' - 6"
3/8"
3/4"
3/8"
3/4"
WOOD REVEAL
TO MATCH FACE
OF PANEL
(1) LAYER 5/8" GWB
ON MTL STUD
3/4" PLYWOOD DOOR WITH
WOOD VENEER ON TOUCH
LATCH HARDWARE. ALIGN
WITH FACE OF ADJACENT
PANELS.
5/8"3/4"
WOOD REVEAL TO
MATCH FACE OF
PANEL; FINISH ALL
EXPOSED EDGES
WOOD REVEAL TO MATCH
FACE OF PANEL
SCHEDULED PARTITION
1 1/2"
1 1/4"
3/4" PLYWOOD PANEL
WITH WOOD VENEER
ALIGN
1/2"1/2"
(1) LAYER 5/8" GWB
ON MTL STUD
PAINTED WOOD PANEL
WITH CUSTOM TRIM
PROFILE ON BLOCKING
5/8"
1"
1 1/4"
(1) LAYER 5/8" GWB
ON MTL STUD
PAINTED WOOD PANEL
WITH CUSTOM TRIM
PROFILE ON BLOCKING
LEATHER TILE
SURFACE APPLIED
1/4"
SCHEDULED PARTITION
SOLID WOOD TRIM,
PAINTED
6 1/4"
(1) LAYER 5/8" GWB
ON MTL STUD
PAINTED WOOD PANEL
WITH CUSTOM TRIM
PROFILE ON BLOCKING
PAINTED WOOD PANEL
ON BLOCKING
4
D
3/4" PLYWOOD W/
WOOD VENEER
Z-CLIP ON BLOCKING
5/8" GWB ON 6"
METAL STUDS
3" X 3" STEEL TUBE
JAMB SUPPORT
(BY SHUTTER DOOR)
FINISH PLYWOOD TO
JAMB GUIDE
GUIDE RECESSED
INTO WALL
(CONCEALED)
FINISH PLYWOOD TO
JAMB GUIDE
CLEARANCE FOR
MOTOR ABOVE
CEILING
CLEARANCE FOR
HOUSING ABOVE
CEILING
FRAMELESS GLASS
WINDOW SYSTEM
11"
1/2" WOOD REVEAL
10 1/4"10 1/4"
9/16"
3/4"
10 1/4"
2' - 2 1/2"
2' - 6"
176.00°
5' - 7 1/2"
8 1/8"
3' - 1"
5/8" GWB ON 3-5/8"
METAL STUDS
3/4" PLYWOOD WITH
WOOD VENEER
Z-CLIP ON BLOCKING
WOOD SERVICE DESK
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A8.4.1
INTERIOR DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3" = 1'-0"A8.4.1
4D DETAIL - TYP. WOOD PANEL AT GYP WALL
3" = 1'-0"A8.4.1
1C DETAIL - TYP. WOOD PANEL INSIDE CORNER
3" = 1'-0"A8.4.1
2C DETAIL - TYP. WOOD PANEL OUTSIDE CORNER
3" = 1'-0"A8.4.1
2D DETAIL - TYP. WOOD PANEL 1/2" REVEAL VERTICAL
3" = 1'-0"A8.4.1
1D DETAIL - WOOD PANEL EXPOSED SIDE
3" = 1'-0"A8.4.1
4C DETAIL - WOOD COLUMN AT CORR.
3" = 1'-0"A8.4.1
6C DETAIL - WOOD PANEL AT STORAGE CABINET
3" = 1'-0"A8.4.1
3A DETAIL- WOOD PANEL WITH MOULDING
3" = 1'-0"A8.4.1
6A DETAIL - WOOD PANEL WITH LEATHER INSET FURRED WALL
3" = 1'-0"A8.4.1
1A DETAIL - FIREPLACE WOOD PANEL CORNER
1 1/2" = 1'-0"A8.4.1
6D DETAIL - PIVOT POCKET DOORS AT CASHIER L
1 1/2" = 1'-0"A8.4.1
7D DETAIL - PIVOT POCKET DOORS AT CASHIER R
NO.REASONDATE
5
F
G
J
A8.4.2
1D
PARTITION AS SCHEDULED
3/4" NATURAL STONE
SLAB ON BLOCKING
BUTT JOIN
3/4" NATURAL STONE
SLAB ON BLOCKING
5/8" GWB
2"
1/4"
1' - 11 3/4"
1/4"
3' - 11 3/4"
1/4"
2' - 11 3/4"
1/4"
1' - 5"
1/4"
2' - 11 3/4"
1/4"
8
6.0
0°
8
1.66°
8
6.0
0°
8
7.0
0°
5"
1/2"
4 1/2"
1/2"
4 1/2"
1/2"
4 1/2"
1/2"
4 1/2"
1/2"
SCHEDULED PARTITION
1/4" HARD COPPER
SHEET TRIM, PIN
MOUNTED.
1"
SCHEDULED PARTITION
3/4" PLYWOOD WITH
WOOD VENEER ON
BLOCKING, SCRIBE
EDGES
1/4" HARD COPPER SHEETS, CUSTOM
TRIM APPLIED, PIN MOUNTED
3/4" NATURAL STONE
3 5/8"
3/4"
3/4"
1/2"
5
J
1/4" HARD COPPER
SHEET TRIM W/
CONCEALED
FASTNERS
5/8" GWB WITH
TEXTILE WALL
COVERING ON
BLOCKING
SCHEDULED PARTITION
3"
1"
SCHEDULED PARTITION
1/2" FRAMELESS GLASS
DOOR.
4
7D
A8.4.2
RECESSED STONE HEARTH
CUSTOM PRECAST SURROUND
50" DIRECT VENT GAS FIREPLACE
MARBLE TILE ON 5/8"
TILE BACKERBOARD
1' - 6"
9' - 0"
4
50" DIRECT VENT
GAS FIREPLACE
CUSTOM CAST
STONE SURROUND
70" LCD
(COORDINATE
POWER/DATA AS
REQUIRED)
WOOD PANELS &
TRIM, PAINTED
3 CM RECESSED STONE
HEARTH ON MORTAR
SETTING BED
7 13/16"
WOOD FLOORING
1"
1/8" CHAMFER
5/8" GWB ON 3-5/8"
MTL. STUDS
1' - 6"
1' - 6 3/16"1' - 3 7/8"
5/8" NON-COMBUSTIBLE
BLDG. MATERIAL
(COORDINATE WITH
UNIT)
1"X 1" MARBLE TILE
SURROUND
4" SHAFT WALL
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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01/31/17
A8.4.2
INTERIOR DETAILS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1" = 1'-0"A8.4.2
1A SECTION @ RECEPTION BACK WALL
3" = 1'-0"A8.4.2
1B DEATIL - COPPER TRIM @ SECOND FLOOR RECEPTION
3" = 1'-0"A8.4.2
1D DETAIL - SAWTOOTH WALL @ RECEPTION
3" = 1'-0"A8.4.2
3B DETAIL - CORNER @ SECOND FLOOR RECEPTION
3" = 1'-0"A8.4.2
3D DETAIL - ALUMINUM INSET AT SECOND FLOOR RECEPTION
1" = 1'-0"A8.4.2
7A DETAIL - FIREPLACE
1" = 1'-0"A8.4.2
7D SECTION - FIREPLACE
NO.REASONDATE
R
GF
I
GF
I
GF
I
GFI
GFI
FF
F F
EP
EP EH
P
P
P
F
WAP
WAP
WAP
WAP
J
J
J
J J
J
J
E
E
E
E
D
D
GFI
PP
P
P
P
P P
P
P P
PP
P
ARM
ARM
ARM
ARC
P
RAL
RAL
TS
FS
J
ARM
G
J
E
J
WAP
PPP
F
F
P
E
312 4 756 9 108 11 12
A
B
C
D
F
E
G
J
L
K
M
N
O
R
TV 60"TV 60"TV
TV
GFI
A.1
A.2
3.22.9 7.8
2' - 3 3/4"18' - 0 3/4"2' - 8 3/4"11' - 5 1/4"
7' - 7 3/4"
16' - 10"
8' - 2 1/8"
7' - 7"
7' - 9 1/2"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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1
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513-4742-00
01/31/17
A8.5.1
FURNITURE PLAN -
LEVEL 01
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
X SHEET KEYNOTES
3/16" = 1'-0"A8.5.1
1 LEVEL 01 - FURNITURE PLAN
GENERAL NOTES
1. GENERAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT DIMENSIONS
PRIOR TO FABRICATION.
2. VERIFY CORE DRILL LOCATIONS IN FIELD WITH FURNITURE SPECS.
COORDINATE WITH FURNITURE VENDOR.
3. FIELD VERIFY ALL DIMENSIONS.
4.FURNITURE IS SHOWN FOR REFERENCE AND COORIDNATION
PURPOSES ONLY.
NO.REASONDATE
R
WS
UP
GF
I
GF
I
GF
I
GF
I
GF
I
F
F
F
EP
EP
EH
P
P
P
P
P
P
P
P
P
WAP
WAP WAP
WAP
D
D
CP
E
E
GFI
ARM
ARM
RAL
RAL
TVTV
TV
MS
P
P P
PP
P
P
P
P
PP
P
P
P
P
WAP
F
FS
TS
312 4 756 9 108 11 12
A
B
C
D
F
E
G
J
L
K
M
N
O
TV 60"
TV
TV
A.1
A.2
3.22.9 7.8
4' - 5 1/8"
16' - 2 5/8"
15' - 9"
1' - 4"
1' - 4"
1' - 8 5/8"
7' - 0"15' - 1 7/8"
2' - 4 1/2"
7' - 9"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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513-4742-00
01/31/17
A8.5.2
FURNITURE PLAN -
LEVEL 02
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
3/16" = 1'-0"A8.5.2
1 LEVEL 02 - FURNITURE PLAN
X SHEET KEYNOTES
GENERAL NOTES
1. GENERAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT DIMENSIONS
PRIOR TO FABRICATION.
2. VERIFY CORE DRILL LOCATIONS IN FIELD WITH FURNITURE SPECS.
COORDINATE WITH FURNITURE VENDOR.
3. FIELD VERIFY ALL DIMENSIONS.
4.FURNITURE IS SHOWN FOR REFERENCE AND COORIDNATION
PURPOSES ONLY.
NO.REASONDATE
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
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A9.0.0
DOOR SCHEDULE
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
DOOR SCHEDULE
Door NumberType
Door Frame
CommentsWidthHeightThickness# LeafsMaterialFinishRatingHardwareFrame TypeMaterialFinish
LEVEL 01
100SF26' - 0"8' - 0"1 3/4"2AL2FP2.0AFS-14AL2FPEXTERIOR ALUMINUM STOREFRONT
101CSF26' - 0"8' - 0"1 3/4"2AL2FP5.0AFS-22AL2FPEXTERIOR ALUMINUM STOREFRONT
102GL13' - 4"9' - 1 1/2"1GL 17.0AFS-03AL2FPFRAMELESS INTERIOR GLASS DOOR
103FG3' - 0"8' - 0"1 3/4"1WDSTN8.0AFS-04AL2FP
104FG3' - 0"8' - 0"1 3/4"1WDSTN8.0AFS-04AL2FP
105F3' - 0"8' - 0"1 3/4"1WDSTN12.0F1AL2FP
106F3' - 0"8' - 0"1 3/4"1WDSTN16.0F1AL2FP
107F3' - 0"8' - 0"1 3/4"1WDSTN16.0F1AL2FP
108F3' - 0"8' - 0"1 3/4"1HMPTD45 MIN3.0F1HMPTD
109F3' - 0"8' - 0"1 3/4"1WDSTN12.0F1AL2FP
110AFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
110AAN3' - 0"8' - 0"1 3/4"1WDSTN11.0F1AL2FP
110BFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
110BBFG3' - 0"7' - 10 1/2"1 3/4"1WDSTN11.0AFS-08AL2FP
110CFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
110DFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
110EFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
111FG3' - 0"8' - 0"1 3/4"1WDSTN9.0F1AL2FP
112F3' - 0"8' - 0"1 3/4"1WDSTN10.0F1AL2FP
113F3' - 0"8' - 0"1 3/4"1WDSTN90 MIN12.0F1AL2FP
114F3' - 0"8' - 0"1 3/4"1WDSTN12.0F1AL2FP
ST1AN3' - 0"8' - 0"1 3/4"1WDSTN60 MIN6.0F1HMPTD
LEVEL 02
101ASF26' - 2"8' - 0"1 3/4"2AL2FP2.0AFS-17AL2FPEXTERIOR ALUMINUM STOREFRONT
101BSF26' - 2"7' - 10 1/4"1 3/4"2AL2FP2.0AFS-17AL2FPEXTERIOR ALUMINUM STOREFRONT
203FG3' - 0"8' - 0"1 3/4"1WDSTN8.0AFS-04AL2FP
204FG3' - 0"8' - 0"1 3/4"1WDSTN8.0AFS-04AL2FP
206F3' - 0"8' - 0"1 3/4"1WDSTN16.0F1AL2FP
207F3' - 0"8' - 0"1 3/4"1WDSTN16.0F1AL2FP
210AFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
210AAF3' - 0"8' - 0"1 3/4"1WDSTN11.0F1AL2FP
210BFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
210BBFG3' - 0"7' - 10 1/2"1 3/4"1WDSTN11.0AFS-09AL2FP
210CFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
210DFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
210EFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
210FFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
210GFG3' - 0"9' - 10 1/2"1 3/4"1WDSTN7.0AFS-01AL2FP
210HFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
210JFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
210KFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
210LFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
210MFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-02AL2FP
210NFG3' - 0"8' - 0"1 3/4"1WDSTN7.0AFS-01AL2FP
211AGL13' - 0"10' - 0"1/2"1GL 17.0AFS-06ALFRAMELESS INTERIOR GLASS DOOR
211BF3' - 0"8' - 0"1 3/4"1WDSTN13.0F1AL2FP
211CSD19' - 3 7/8"6' - 0"1AL 18.0ALMOTOR-OPERATED COILING COUNTER DOOR
213AF3' - 0"8' - 0"1 3/4"1WDSTN15.0F2AL2FP
213BF3' - 0"8' - 0"1 3/4"1WDSTN10.0F1AL2FP
213CF3' - 0"8' - 0"1 3/4"1WDSTN10.0F1AL2FP
214F3' - 0"8' - 0"1 3/4"1WDSTN12.0F1AL2FP
215F3' - 0"8' - 0"1 3/4"1WDSTN12.0F1AL2FP
216F3' - 0"8' - 0"1 3/4"1WDSTN12.0F1AL2FP
217F3' - 0"8' - 0"1 3/4"1WDSTN12.0F1AL2FP
ST1BSF13' - 0"8' - 0"1 3/4"1AL2FP1.0AFS-12AL2FPEXTERIOR ALUMINUM STOREFRONT
ST2N3' - 0"8' - 0"1 3/4"1WDSTN60 MIN6.0F1HMPTD
MECHANICAL ROOF
301F13' - 0"7' - 0"1 3/4"1HMPTD4.0F1HMPTDEXTERIOR ROOF ACCESS
DOOR SCHEDULE NOTES
1.SEE SPECIFICATIONS FOR DOOR HARDWARE SCHEDULE - INCLUDING
DESCRIPTION OF DOOR OPERATION (LOCK OPERATION,
COORDINATION WITH ACCESS CONTROL SYSTEM ETC.)
2.ALL DOOR HARDWARE UTILIZED IS MECHANICAL OR
ELECTROMECHANICAL AND PROVIDES FREE EGRESS FROM SPACES
SERVED - NO MAGNETIC LOCKS ARE UTILIZED.
NO.REASONDATE
F
FLUSH
SF2
ALUMINUM STOREFRONT
ENTRANCE DOOR PAIR
SF1
ALUMINUM STOREFRONT
ENTRANCE DOOR
SEE DOOR SCHEDULE COMMENTS FOR GLASS TYPE
GL1
FRAMELESS GLASS
1/2" CLEAR TEMPERED GLASS
TOP & BOTTOM RAILS TO MATCH
STOREFRONT
GL2
FRAMELESS GLASS
1/2" CLEAR TEMPERED GLASS
TOP & BOTTOM RAILS TO MATCH
STOREFRONT
SCHEDULE
SEE SEE SCHEDULE
SD5
OVERHEAD COILING DOOR
SEE SCHEDULE
SEE SCHEDULE
5' - 0"
SD4
3/4" SOLID WD. W/ 18 GA SS
VENEER (1" NOM.)
CLEAR ACRYLIC WINDOW
SET IN BLACK RUBBER
MOLDING
1' - 2"
9"
SCHEDULE
SEE
SEE SCHEDULE
SCHEDULE
SEE
SCHEDULE
SEE
SD3
ACCESS PANEL
PAINTED TO MATCH
ADJACENT WALL;
SEMI GLOSS FINISH
SD1
OVERHEAD COILING
COUNTER DOOR
SD2
LOUVERED STALL DOOR
FINISH TO MATCH
ARCHITECT'S SAMPLE
SEE INT. ELEV.
ELEV.
SEE INT.
NOT USED
P
PANEL
FG
FULL GLAZE
1'
-
1
"
5'
-
2
"
FL
FULL LOUVER
1'
-
1
"
5'
-
2
"
HG
HALF GLASS
3'
-
6
"
2'
-
9
"
HGL
HALF GLASS w/
LOUVER
3'
-
6
"
2'
-
9
"
2' - 2 1/2"
1'
-
4
"
1'
-
1
"
L
LOUVER
1'
-
4
"
1'
-
1
"
N
2'
-
9
"
3"
NL
2'
-
9
"
3"
1'
-
4
"
1'
-
1
"
NARROW LITE NARROW LITE w/
LOUVER
V
1'
-
0
"
1' - 0"
NOT USED
VISION
VL
1'
-
0
"
1' - 0"
NOT USED
VISION w/
LOUVER
1'
-
4
"
1'
-
1
"
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED NOT USED
NOT USEDNOT USEDNOT USEDNOT USED
ELEV.
SEE
INT.
SCHEDULE
SEE
SCHEDULE
SEE
SF2
ALUMINUM STOREFRONT
ENTRANCE DOOR PAIR
SF1
ALUMINUM STOREFRONT
ENTRANCE DOOR
DETAIL A
DE
T
A
I
L
B
(
S
I
M
)
DETAIL C
DE
T
A
I
L
D
DETAIL A
DETAIL C
DE
T
A
I
L
D
DE
T
A
I
L
B
EXIT DEVICE, SEE
HDWR. SCHEDULE
X = 54" MIN.
Y = 52" MIN.
Y = 48" MIN. (IF BOTH
CLOSER & LATCH ON DR)
NOTE: ERECT ALL DOOR FRAMES AND ADJACENT WALLS PER
APPLICABLE PLAN CONFIGURATION. NOTIFY ARCHITECT OF
CONFLICTS PRIOR TO INSTALLATION OF DOOR FRAMES AND/OR
ADJACENT WALLS.
X = 12" MIN. (IF BOTH
CLOSER & LATCH ON DR)
Y = 48" MIN.
FR
O
N
T
A
P
P
R
O
A
C
H
PUSH SIDE
X = 18" MIN.
(24" MIN. PREFERRED)
Y = 60" MIN.
Y = 42" MIN.
LA
T
C
H
S
I
D
E
A
P
P
R
O
A
C
H
X = 24" MIN.X = 24" MIN.
Y = 54" MIN. (IF
CLOSER ON DR)
Y = 48" MIN.
X = 42" MIN., IF Y = 54"
HI
N
G
E
S
I
D
E
A
P
P
R
O
A
C
H
X = 36" MIN., IF Y = 60"
PULL SIDE
Y X XY
X
YY
X
XY
Y X
ALUMINUM FRAME
PARTITION AS SCHEDULED
SCHEDULED DOOR
METAL STUD HEAD FRAMING
PARTITION AS SCHEDULED
SCHEDULED DOOR
ALUMINUM FRAME w/ MITERED
CORNERS
DOUBLE STUD FRAMING AT
DOOR JAMB
DOOR AS SCHEDULED
INTERIOR PARTITION AS
SCHEDULED
CONTINUOUS BACKER ROD
AND SEALANT EACH SIDE
EXTERIOR PARTITION AS
SCHEDULED
BOXED HEADER
HOLLOW METAL FRAME
2"1/2"
5 3/4"
1"
CORNER BEAD, TYP.
2"
1/2"
5 3/4"
DOOR AS SCHEDULED
INTERIOR PARTITION AS
SCHEDULED
CONTINUOUS BACKER ROD
AND SEALANT EACH SIDE
EXTERIOR PARTITION AS
SCHEDULED
DOUBLE STUD FRAMING AT
DOOR JAMB
ANCHOR TO INTERIOR
PARTITION FRAMING AND
GROUT SOLID
HOLLOW METAL FRAME
1"
CORNER BEAD, TYP.
1/4"
DOOR AS SCHEDULED
PARTITION AS SCHEDULED
HOLLOW METAL FRAME,
SEE FRAME TYPE SCHEDULE
ANCHOR TO STUDS
CONTINUOUS SEALANT
BOTH SIDES, TYP.
METAL STUD HEAD FRAMING
2"
HOLLOW METAL FRAME,
SEE FRAME TYPE SCHEDULE
DOOR AS SCHEDULE
ANCHOR TO STUDS
DOUBLE STUD FRAMING
AT DOOR JAMB
PARTITION AS SCHEDULED
STEEL REINFORCING
S/A DOOR JAMB
S/A HEADER
SHEAR BLOCK PKG.
D.L.O.5"
7"
D.L.O.
DETAIL D
JAMB
DETAIL B
SINGLE ACTING HEADER
FOR SURFACE CLOSER
DETAIL A
MEETING STILE
5"
1/8"
5"
DETAIL C
BOTTOM RAIL
10"
REQUEST TO EXIT
BUTTON ON EGRESS
SIDE. CARD READER ON
EXTERIOR WITHIN 5' OF
EGRESS
DOOR CLOSER AS
SCHEDULED
NOTE:
ALL ELECTRONIC LOCKS ON EGRESS DOORS
SHALL UNLOCK UPON ACTIVATION OF THE FIRE
ALARM AND SPRINKLER SYSTEM.
MOTION DETECTOR ON
EGRESS SIDE AS
SCHEDULED
NOTE:
COORDINATE WITH SECURITY SYSTEM AND
SECURITY RISER DIAGRAM.
PROVIDE POWER
THROUGH REQUIRED
CONDUIT TO ELECTRIC
HINGES,
ELECTROMECHANICAL
LOCKS, CARD READERS,
DOOR OPERATORS AND
ANY OTHER HARDWARE.
STUB UP 12"
ABOVE CEILING AT JAMB
AND HINGE.
40" MIN.
48" MAX.
8"
NOTE:
TYPICAL LOCATION FOR SPECIALTY DEVICES NEAR A DOOR
* VERIFY THAT ALL MOUNTING
HEIGHTS ARE IN ACCORDANCE
WITH LOCAL JURISDICTIONAL
CODES
48" AFF
S T
E V
18" AFF
F
AFF
8"
S LIGHT SWITCH
T THERMOSTAT
V VOICE/DATA
E RECEPTACLE
F WALL MOUNTED
FURNITURE INFEED
10"6"
SIGN
BRAILE
SIGN
9"
48" MIN.
60" MAX.
NOTE:
TYPICAL LOCATION FOR SPECIALTY DEVICES NEAR A GLASS
OFFICE FRONT AND DOOR
* VERIFY THAT ALL MOUNTING
HEIGHTS ARE IN ACCORDANCE
WITH LOCAL JURISDICTIONAL
CODES
48" AFF
S T
E V
18" AFF
F
AFF
8"
S LIGHT SWITCH
T THERMOSTAT
V VOICE/DATA
E RECEPTACLE
F WALL MOUNTED
FURNITURE INFEED
6"6"
F5
ALUMINUM STOREFRONT
SCHEDULE
SEE
2"
SCHEDULE
SEE
2"
SCHEDULE
SEE 2"
SCHEDULE
SEE
2"
SCHEDULE
SEE 2"
3' - 6"
2"
SCHEDULE
SEE
2"
F7
HOLLOW METAL
PAINTED TO MATCH
ADJACENT WALL;
SEMI GLOSS FINISH
F1 F2
HOLLOW METAL
PAINTED TO MATCH
ADJACENT WALL;
SEMI GLOSS FINISH
2"
SCHEDULE
SEE 2"
2"
SCHEDULE
SEE
2"
SCHEDULE
SEE 2"
2"
SCHEDULE
SEE
HOLLOW METAL
PAINTED TO MATCH
ADJACENT WALL;
SEMI GLOSS FINISH
CEILING CEILING
AT DOORS w/ CRs PROVIDE 1/2" CONDUIT AT BOTH JAMBS TO
12" ABOVE CEILING, FROM STRIKE JAMB AND BUTT JAMB FOR
ELECTRIC HINGE
F3 F4
HOLLOW METAL
PAINTED TO MATCH
ADJACENT WALL;
SEMI GLOSS FINISH
2"
SCHEDULE
SEE 2"
4"
SCHEDULE
SEE
2"
SCHEDULE
SEE 2"
4"
SCHEDULE
SEE
HOLLOW METAL
PAINTED TO MATCH
ADJACENT WALL;
SEMI GLOSS FINISH
CEILING CEILING
AT DOORS w/ CRs PROVIDE 1/2" CONDUIT AT BOTH JAMBS TO
12" ABOVE CEILING, FROM STRIKE JAMB AND BUTT JAMB FOR
ELECTRIC HINGE
NOT USED
NOT USED
F6
ALUMINUM STOREFRONT
SCHEDULE
SEE
2"
SCHEDULE
SEE 2"
SCHEDULE
SEE
2"
NOT USED NOT USED
1.CAULK DOOR JAMBS AND HEADS AT DOORS LOCATED IN WALLS TO BE
SOUND INSULATED.
2.HOLLOW METAL DOOR FRAMES TO BE FULLY WELDED FRAMES.
3.CAULK DOOR JAMBS AND HEADS WHERE GAPS, BETWEEN WALL AND
FRAME EXCEEDS 1/16", OR WHERE REQUIRED BY RATING.
4.PROVIDE (3) JAMB AND (1) BASE ANCHOR PER JAMB AT GYP. BOARD
PARTITIONS.
5.DOORS SHALL OPERATE FREELY WITHOUT BINDING.
6.FRAME ROUGH OPENINGS AS RECOMMENDED BY METAL STUD MFR.
AND DOOR FRAME MFR.
7.PROVIDE ANCHORS AND ACCESSORIES AS REQ'D. FOR CONDITIONS &
PER MFR. RECOMMENDATIONS.
8.DOOR FRAMES SHALL BE SECURED RIGIDLY IN PLACE AND BRACED TO
FLOOR AND STRUCTURE ABOVE TO PREVENT BREAK OUT TO
PARTITIONS.
9.DOORS TO BE LOCATED 6" FROM FACE OF WALL INCLUDING DOOR
FRAME, U.O.N.
10.ERECT ALL DOOR FRAMES AND ADJACENT WALLS TO CONFORM TO
THE APPLICABLE PLAN CONFIGURATION. NOTIFY LITTLE OF ANY
CONFLICTS PRIOR TO INSTALLATION OF DOOR FRAMES AND
ADJACENT WALLS DURING TRACK LAYOUT.
11.COORDINATE WITH SECURITY SYSTEM, SECURITY RISER DIAGRAM
AND FIRE ALARM SYSTEM.
12.CONFIGURE CURTAIN WALL/STOREFRONT SYSTEM TO
ACCOMMODATE CONDUIT FOR SECURITY DEVICES.
13.DOOR UNDERCUTS SHALL BE KEPT TO A MINIMAL DIMENSION AND
SHALL BE UNIFORM THROUGHOUT PROJECT, U.O.N.
14.FOR 1-HOUR DOORS USED IN STAIRWAY ENCLOSURES THE AVERAGE
TEMPERATURE RISE DEVELOPED ON THE UNEXPOSED SIDE SHALL
NOT EXCEED 450 DEGREES F AT THE END OF 30 MINUTES OF
STANDARD FIRE TEST EXPOSURE.
15.BOTH SIDES OF ALL EXTERIOR DOORS SHALL HAVE THE SAME
ELEVATION WITH NO MORE THAN 1/2" DIFFERENCE ON EITHER SIDE.
16.INSTALLATION OF ALL DOORS AND HARDWARE SHALL MEET MINIMUM
ADA REQUIREMENTS.
SIGN:LOCATION: TYPE:
MEN (TOILET ROOMS) 2
WOMEN (TOILET ROOMS) 2
JANITOR (JANITOR CLOSETS)3
STAIRS (STAIR IDENTIFICATION EACH FLOOR)2A
ELECTRICAL (ELECTRICAL ROOMS)3
MECHANICAL (MECHANICAL ROOMS)3
IN CASE OF EMERGENCY,
USE STAIRS (CALL BUTTON SIGNS
("accessible exit")AT ELEVATOR LOBBIES)
(ENGRAVED)
FLOOR (CALL BUTTON SIGNS
IDENTIFICATION AT ELEVATOR LOBBIES)
(ENGRAVED)
LUMINOUS EGRESS (FLOOR IDENTIFICATION 3
SIGNS IN STAIRS)
SIGN TYPE 1: NOT USED
SIGN TYPE 1A: NOT USED
SIGN TYPE 2: 8-1/4" x 7" PAINTED ACRYLIC SIGN
SIGN TYPE 2A: 17-1/2" x 15-1/2" ACRYLIC SIGN
SIGN TYPE 3: 6" x 8" PAINTED ACRYLIC SIGN
CONDITION ACONDITION B
IN STAIRWELL SIGN REQUIREMENTS
PROVIDE BRAILLE LETTERING ON EACH SIGN IN CONFORMANCE WITH A.D.A.
AND CODE REQUIREMENTS
PROVIDE MOCKUPS OF ALL SIGNS FOR CITY REVIEW BEFORE FABRICATION
EAST STAIR
LEVEL
1 THRU 6
ROOF ACCESS
THIS FLOOR FOR
EXIT DISCHARGE
1
EAST STAIR
LEVEL
1 THRU 5
NO ROOF ACCESS
THIS FLOOR FOR
EXIT DISCHARGE
2
*
1
SIGN TYPE 2A:
EXIT
RESTROOMWOMENMEN
SIGN TYPE 2:
SIGN TYPE 3:
2
JANITOR
NOTES:
1.ALL ELECTRICAL ROOMS, FIRE SPRINKLER ROOMS, FIRE ALARM ROOMS
SHOULD BE LABELED ACCORDING TO THE GOVERNING FIRE CODE WITH
REQ'D MINIMUM CHARACTER SIZES.
2.CHARACTERS AND TACTILE CHARACTERS OF SIGNS SHALL MEET THE
REQUIREMENTS OF APPLICABLE ACCESSIBILITY CODES.
*CODE-REQUIRED SIGNAGE ONLY
SIGN TYPES
PARTITION AS SCHEDULED
SCHEDULED DOOR
METAL STUD HEAD FRAMING
1" x 1" BOTTOM
CHANNEL
1" x 1" BOTTOM
CHANNEL
POLYCARBONATE
POLYCARBONATE
PIVOT HINGE
(RECESS IN FLOOR)
TOP
CHANNEL
MIN. 2x4 WOOD
BLOCKING REQ'D
1" x 1" BOTTOM
CHANNEL
FITTING (BELOW)
#12 SCREWS @ 12" O.C.
DOOR OPENING2"
1/8"
1 3/4"
1/4"
2"
PARTITION AS SCHEDULED
METAL STUD
HEAD FRAMING
TOP CHANNEL
MIN. 2x4 WOOD
BLOCKING REQ'D
#12 SCREWS @ 12" O.C.
OPENING1 3/4"
1"
FLOOR
BOTTOM CHANNEL
1/8"
EQ
1"
EQ
2 3/4"
1/8"1/8"
DOOR OPENING
1"
SCHEDULED PARTITION
DOOR JAMB
DOOR HEAD
FIXED PANEL HEAD
FIXED PANEL JAMB
FIXED PANEL BUTT-JOINT
1/8"
SCHEDULED
PARTITION
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
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2
0
1
7
1
0
:
3
0
:
3
6
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:
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B
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513-4742-00
01/31/17
A9.1.0
DOOR AND FRAME
TYPES
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
FRAME TYPES
DOOR TYPES
ADA DOOR CONFIGURATIONS
DEVICE LOCATIONS
ALUMINUM STOREFRONT
INTERIOR HM FRAME
INTERIOR ALUMINUM FRAME
EXTERIOR HM FRAME
GENERAL NOTES - DOORS INTERIOR SIGNAGE
INTERIOR FRAMELESS SYSTEM
NO.REASONDATE
R.O.
10' - 3 1/8"
10' - 0" RO
3' - 1 1/2"2' - 8"
8' - 0" DOOR
R.O.
9' - 11 5/8"
10' - 0" RO
3' - 1 1/2"2' - 8"
8' - 0" DOOR
R.O.
9' - 4"
EQ EQ
DOOR
3' - 4"
R.O.
9' - 4"
R.O.
10' - 0"
R.O.
9' - 4"
DOOR
3' - 0"2' - 0"
DOOR
8' - 0"
R.O.
9' - 4"
EQ EQ EQ
R.O.
9' - 4"
R.O.
10' - 0"
R.O.
3' - 0"
R.O.
3' - 0"
R.O.
8' - 1 3/4"
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
01/31/2017
410 Blackwell Street, Suite 410
Durham, NC 27701
T: 919.474.2500
3/
2
/
2
0
1
7
1
0
:
3
0
:
4
4
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B
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513-4742-00
01/31/17
A9.2.0
INTERIOR FRAMING
SYSTEM ELEVATIONS
CAMPBELL UNIVERSITY
ADMISSIONS BUILDING
ISSUE FOR BID
ROB KLINEDINST, AIA
WILL HARRISON, AIA
MC, EH, JR, ADC
1/4" = 1'-0"A9.2.0
1E AFS - 01
1/4" = 1'-0"A9.2.0
2E AFS-02
1/4" = 1'-0"A9.2.0
3E AFS-03 1/4" = 1'-0"A9.2.0
4E AFS-04
1/4" = 1'-0"A9.2.0
5E AFS-05
1/4" = 1'-0"A9.2.0
1D AFS-06 1/4" = 1'-0"A9.2.0
2D AFS-07
NO.REASONDATE
1.
TH
E
S
E
N
O
T
E
S
S
H
A
L
L
A
P
P
L
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D
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BY
D
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S
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E
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V
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T
T
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A
T
CO
N
F
L
I
C
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S
O
C
C
U
R
B
E
T
W
E
E
N
T
H
E
S
E
N
O
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E
S
,
D
R
A
W
I
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S
O
R
S
P
EC
I
F
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S
N
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I
F
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T
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A
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F
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RE
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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.
10
.
IT
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1.
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2.
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N
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2.
LI
G
H
T
G
A
G
E
M
E
T
A
L
T
R
U
S
S
E
S
3.
ST
E
E
L
S
T
A
I
R
S
,
H
A
N
D
R
A
I
L
S
,
A
N
D
G
U
A
R
D
R
A
I
L
S
4.
EQ
U
I
P
M
E
N
T
A
N
C
H
O
R
A
G
E
A
N
D
C
A
L
C
U
L
A
T
I
O
N
S
5.
AR
C
H
I
T
E
C
T
U
R
A
L
P
R
E
C
A
S
T
6.
AR
C
H
I
T
E
C
T
U
R
A
L
C
A
S
T
S
T
O
N
E
TH
E
F
O
L
L
O
W
I
N
G
I
T
E
M
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
B
Y
A
S
P
E
C
I
A
L
T
Y
E
N
G
I
N
E
E
R
F
O
R
T
H
E
C
O
N
T
R
A
C
T
O
R
.
D
R
A
W
I
N
G
S
A
N
D
C
A
L
C
U
L
AT
I
O
N
S
S
H
A
L
L
BE
S
U
B
M
I
T
T
E
D
T
O
T
H
E
A
R
C
H
I
T
E
C
T
F
O
R
R
E
V
I
E
W
,
S
E
A
L
E
D
A
N
D
S
I
G
N
E
D
B
Y
A
L
I
C
E
N
S
E
D
N
O
R
T
H
C
A
R
O
L
I
N
A
S
T
R
U
C
T
U
R
A
L
E
N
GI
N
E
E
R
.
1.
SO
I
L
B
E
A
R
I
N
G
C
A
P
A
C
I
T
Y
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
B
Y
A
G
E
O
T
E
C
HN
I
C
A
L
E
N
G
I
N
E
E
R
L
I
C
E
N
S
E
D
I
N
T
H
E
P
R
O
J
E
C
T
S
T
A
T
E
A
T
T
H
E
T
I
M
E
O
F
EX
C
A
V
A
T
I
O
N
.
2.
TH
E
F
O
U
N
D
A
T
I
O
N
H
A
S
B
E
E
N
D
E
S
I
G
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
R
E
P
O
R
T
O
F
G
E
O
T
E
C
H
N
I
C
A
L
E
X
P
L
O
R
A
T
I
O
N
P
R
E
P
A
R
E
D
B
Y
FA
L
C
O
N
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
N
O
.
G
1
6
0
5
1
.
0
0
D
A
T
E
D
0
9
/
22
/
1
6
.
3.
TH
E
F
O
U
N
D
A
T
I
O
N
S
H
A
V
E
B
E
E
N
D
E
S
I
G
N
E
D
B
A
S
E
D
O
N
T
H
E
F
O
L
LO
W
I
N
G
D
E
S
I
G
N
V
A
L
U
E
S
F
R
O
M
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
:
SP
R
E
A
D
F
O
O
T
I
N
G
B
E
A
R
I
N
G
P
R
E
S
S
U
R
E
O
N
S
O
I
L
3
,
0
0
0
P
S
F
4.
SE
E
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
F
O
R
A
D
D
I
T
I
O
N
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
A
N
D
I
N
F
O
R
M
A
T
I
O
N
.
5.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
W
I
T
H
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
E
NG
I
N
E
E
R
T
H
A
T
T
H
E
F
O
L
L
O
W
I
N
G
A
R
E
I
N
C
O
N
F
O
R
M
A
N
C
E
W
I
T
H
TH
E
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
O
F
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
:
A.
TH
E
B
E
A
R
I
N
G
S
T
R
A
T
U
M
A
T
E
A
C
H
F
O
U
N
D
A
T
I
O
N
I
S
A
S
A
S
S
U
M
E
D
I
N
T
H
E
R
E
P
O
R
T
.
B.
TH
E
A
L
L
O
W
A
B
L
E
B
E
A
R
I
N
G
P
R
E
S
S
U
R
E
M
E
E
T
S
O
R
E
X
C
E
E
D
S
T
H
E
R
E
Q
U
I
R
E
D
V
A
L
U
E
.
C.
EN
G
I
N
E
E
R
E
D
F
I
L
L
I
S
I
N
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
E
R
E
P
O
R
T
.
D.
TH
E
I
N
S
T
A
L
L
A
T
I
O
N
O
F
T
H
E
F
O
U
N
D
A
T
I
O
N
I
S
A
S
A
S
S
U
M
E
D
I
N
T
H
E
R
E
P
O
R
T
.
6.
AL
L
F
I
L
L
M
A
T
E
R
I
A
L
S
S
H
A
L
L
B
E
A
P
P
R
O
V
E
D
B
Y
T
H
E
G
E
O
T
E
C
H
NI
C
A
L
E
N
G
I
N
E
E
R
.
A
L
L
F
I
L
L
W
I
T
H
I
N
1
0
'
-
0
"
O
F
T
H
E
B
U
I
L
D
IN
G
FO
U
N
D
A
T
I
O
N
P
E
R
I
M
E
T
E
R
S
H
A
L
L
B
E
C
O
M
P
A
C
T
E
D
T
O
9
8
%
O
F
S
TA
N
D
A
R
D
P
R
O
C
T
O
R
.
7.
FO
O
T
I
N
G
B
E
A
R
I
N
G
E
L
E
V
A
T
I
O
N
S
S
H
A
L
L
B
E
A
D
J
U
S
T
E
D
A
T
T
I
M
E
O
F
E
X
C
A
V
A
T
I
O
N
T
O
A
C
H
I
E
V
E
T
H
E
R
E
Q
U
I
R
E
D
B
E
A
R
I
N
G
C
A
P
AC
I
T
Y
IF
S
O
R
E
Q
U
I
R
E
D
.
8.
BA
C
K
F
I
L
L
I
N
G
O
F
R
E
T
A
I
N
I
N
G
W
A
L
L
S
S
H
A
L
L
B
E
P
L
A
C
E
D
S
O
T
HA
T
E
Q
U
A
L
L
O
A
D
I
N
G
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
O
N
E
A
C
H
S
I
D
E
OF
W
A
L
L
UN
T
I
L
T
H
E
L
O
W
E
R
G
R
A
D
E
I
S
R
E
A
C
H
E
D
.
9.
PR
O
V
I
D
E
P
O
S
I
T
I
V
E
D
R
A
I
N
A
G
E
A
W
A
Y
F
R
O
M
B
U
I
L
D
I
N
G
F
O
U
N
D
A
TI
O
N
S
B
O
T
H
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
A
N
D
P
E
R
M
A
N
E
N
T
L
Y
.
10
.
MA
I
N
T
A
I
N
S
T
A
B
I
L
I
T
Y
O
F
E
X
C
A
V
A
T
I
O
N
S
U
N
T
I
L
P
R
O
P
E
R
L
Y
B
A
CK
F
I
L
L
E
D
.
K
E
E
P
E
X
C
A
V
A
T
I
O
N
S
F
R
E
E
O
F
L
O
O
S
E
M
A
T
E
R
I
A
L
.
DE
W
A
T
E
R
E
X
C
A
V
A
T
I
O
N
S
A
N
D
R
E
M
O
V
E
A
N
Y
W
E
T
M
A
T
E
R
I
A
L
P
R
I
OR
T
O
P
L
A
C
I
N
G
C
O
N
C
R
E
T
E
.
11
.
PL
A
C
E
A
3
"
T
H
I
C
K
N
E
S
S
"
M
U
D
M
A
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"
O
F
C
O
N
C
R
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N
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O
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O
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F
O
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A
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L
L
B
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T
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R
A
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N
O
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L
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FT
OP
E
N
O
V
E
R
N
I
G
H
T
.
12
.
HE
A
V
Y
E
Q
U
I
P
M
E
N
T
U
S
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D
F
O
R
P
L
A
C
I
N
G
O
R
C
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P
A
C
T
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N
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B
A
C
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FI
L
L
S
H
A
L
L
N
O
T
B
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O
P
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A
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D
W
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I
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A
D
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A
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C
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Q
U
A
L
TO
TH
E
H
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I
G
H
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T
H
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B
A
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L
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A
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,
(
1
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1
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.
H
A
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PA
C
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O
N
EQ
U
I
P
M
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N
T
S
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A
L
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T
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A
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.
13
.
GR
A
D
E
S
H
A
L
L
B
E
S
U
C
H
T
H
A
T
T
H
E
T
H
I
C
K
N
E
S
S
O
F
A
N
Y
F
O
U
N
D
AT
I
O
N
O
R
S
L
A
B
O
N
G
R
A
D
E
I
S
N
O
T
R
E
D
U
C
E
D
B
Y
M
O
R
E
T
H
A
N
5%
OF
T
H
A
T
I
N
D
I
C
A
T
E
D
.
14
.
EX
C
A
V
A
T
I
O
N
B
R
A
C
I
N
G
S
H
A
L
L
B
E
T
H
E
R
E
S
P
O
N
S
I
B
I
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I
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Y
O
F
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HE
C
O
N
T
R
A
C
T
O
R
.
E
X
C
A
V
A
T
I
O
N
B
R
A
C
I
N
G
S
H
A
L
L
B
E
D
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S
I
G
N
E
D
F
O
R
LA
T
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R
A
L
L
O
A
D
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N
G
R
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U
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A
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T
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PR
E
S
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F
6
0
P
C
F
A
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D
A
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5
0
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SF
.
SO
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L
A
N
D
S
U
B
S
U
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A
C
E
C
O
N
D
I
T
I
O
N
S
1.
SU
B
M
I
T
M
I
X
D
E
S
I
G
N
S
F
O
R
E
A
C
H
T
Y
P
E
O
F
C
O
N
C
R
E
T
E
S
P
E
C
I
F
IE
D
.
2.
SU
B
M
I
T
D
A
T
A
F
O
R
A
L
L
A
D
M
I
X
T
U
R
E
S
,
C
U
R
I
N
G
C
O
M
P
O
U
N
D
S
A
N
D
H
A
R
D
E
N
E
R
S
T
H
A
T
A
R
E
I
N
T
E
N
D
E
D
F
O
R
U
S
E
.
3.
TE
S
T
R
E
P
O
R
T
S
S
H
A
L
L
B
E
S
E
N
T
T
O
T
H
E
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
ER
A
N
D
S
H
A
L
L
B
E
A
V
A
I
L
A
B
L
E
A
T
T
H
E
J
O
B
S
I
T
E
4.
CO
N
C
R
E
T
E
S
H
A
L
L
H
A
V
E
T
H
E
M
I
N
I
M
U
M
2
8
D
A
Y
C
O
M
P
R
E
S
S
I
V
E
ST
R
E
N
G
T
H
A
N
D
W
E
I
G
H
T
S
:
LO
C
A
T
I
O
N
28
D
A
Y
S
T
R
E
N
G
T
H
UN
I
T
W
E
I
G
H
T
FO
U
N
D
A
T
I
O
N
S
A
N
D
S
L
A
B
O
N
G
R
A
D
E
3,
0
0
0
P
S
I
14
5
P
C
F
EL
E
V
A
T
E
D
S
L
A
B
O
N
D
E
C
K
4,
0
0
0
P
S
I
11
5
P
C
F
5.
CO
N
C
R
E
T
E
W
O
R
K
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
C
I
3
1
8
.
6.
RE
I
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1.SEE ARCHITECTURAL DRAWINGS FOR STEEL STAIR LOCATIONS AND DIMENSIONS.2.STEEL STAIR STRUCTURE AND CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED BY A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER. DESIGN STAIRS FOR UNIFORM LOADS AND CONCENTRATED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF NC STATE BUILDING CODE SECTION 1607.3.RAILINGS, POSTS AND THEIR CONNECTIONS SHALL BE DESIGNED FOR UNIFORM AND CONCENTRATED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF NC STATE BUILDING CODE SECTION 1607.7.4.4.SUBMIT SHOP DRAWINGS FOR STAIRS INDICATING ALL STAIR MEMBER SIZES, CONNECTIONS AND CONNECTIONS TO THE BUILDING STRUCTURE. SHOP DRAWINGS SHALL INDICATE STAIR TREAD AND LANDING CONCRETE FILL THICKNESS AND REINFORCING REQUIREMENTS.5.CONTRACTOR SHALL COORDINATE STAIR OPENING DIMENSIONS AND CONNECTION MATERIAL EMBEDDED IN THE BUILDING STRUCTURE WITH THE STAIR MANUFACTURER.MANUFACTURED STEEL STAIRS 1.RIGID POLYSTYRENE BOARD SHALL CONFORM TO ASTM C578 FOR RIGID CELLULAR POLYSTYRENE INSULATION BOARD.POLYSTYRENE BOARD MUST BE TYPE I MINIMUM (10 PSI COMPRESSIVE STRENGTH) WITH A 2% MAXIMUM LINEAR STABILITY CHANGE.RIGID POLYSTYRENE BOARD
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1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS.A.ANCHORAGE TO CONCRETE 1)ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD PER ICC ESR-3187.b)HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM WITH HAS-E THREADED ROD PER ICC ESR-3187 c)HILTI HIT-RE 500-v3 EPOXY ADHESIVE ANCHORING SYSTEM WITH HAS-E THREADED ROD PER ICC ESR-3814 FOR SLOW CURE APPLICATIONS.2)MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI KWIK HUS-EZ AND KWIK HUS EZ-1 SCREW ANCHORS PER ICC ESR-3027 b)HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917 c)HILTI KWIK-BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER ICC ESR-2302 3)HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546 b)HILTI HSL-3 EXPANSION ANCHORS PER ICC ESR 1545 B.REBAR DOWELING INTO CONCRETE 1)ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI HY-200 SAFE SET SYSTEM WITH HILTI HOLLOW BIT DRILL SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3187 b)HILTI HIT-RE 500-v3 EPOXY ANCHORING SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3814 C.ANCHORAGE TO SOLID GROUTED MASONRY 1)ADHESIVE ANCHORS USE:a)HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC PENDING)b)STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR 2)MECHANICAL ANCHORS USE:a)HILTI KWIK HUS-EZ SCREW ANCHOR PER ICC ESR-3056 b)HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385 D.ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY 1)ADHESIVE ANCHORS USE:a)HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR-3342 b)STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR c)THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE MANUFACTURER'S RECOMMENDATION 2.ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE.3.INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING.4.OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEM.5.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.6.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON DRAWINGS.7.EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE CONCRETE ANCHORS, BY HILTI FERROSCAN,GPR, X-RAY, CHIPPING OR OTHER MEANS.POST-INSTALLED ANCHORS
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE01/31/2017CORPORATE LICENSE F-0467 513-4742-0001/31/17 S0.0.1GENERAL NOTESCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA SARAH MUSSER, PENO.REASONDATE
w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE01/31/2017CORPORATE LICENSE F-0467 513-4742-0001/31/17 S0.0.2STATEMENT OF SPECIAL INSPECTIONSCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA SARAH MUSSER, PENO.REASONDATE
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE01/31/2017CORPORATE LICENSE F-0467 513-4742-0001/31/17 S1.0.1FOUNDATION PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA SARAH MUSSER, PE
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8
"
18
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-
5
"
6'
-
1
1
"
2'
-
4
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2'
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8
"
12
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-
4
"
10
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-
0
"
6'
-
6
"
11
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2
"
3'
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4
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32
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0
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31' - 4"2' - 0"12' - 0"30' - 4"11' - 0"
10' - 8"
1' - 0"
10' - 0"
1' - 0"
5' - 2"8' - 10"10' - 2"3' - 2"14' - 0"11' - 0"13' - 4"1' - 8"8"
ST
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2
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20k W14x22 (23)20k
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE01/31/2017CORPORATE LICENSE F-0467 513-4742-0001/31/17 S1.0.22nd FLOOR FRAMING PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA SARAH MUSSER, PE
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GABLE END TRUSS DESIGNED FOR LOADS INDICATED IN GENERAL NOTES PLUS END WALL C&C AND 360 PLF BRICK LOAD OVER LOWER GABLE;PROVIDE L6x6x3/8 BRICK RELIEF ALONG LOWER ROOF ANGLE L6x6x3/8 BRICK RELIEF ANGLE, SEE ARCH FOR SECTION
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:INDICATES SPAN DIRECTION OF 2"-20 GA COMPOSITE STEEL DECK, GALV G60 FINISH, w/ 3 1/4" 4000 PSI LIGHT WEIGHT CONCRETE REINFORCED w/ 6X6 W2.1XW2.1 WWF, SEE TYPICAL DETAILS ON S3.1.1
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:METAL ROOF DECK, 1 1/2" TYPE "B", 22 GA, GALV G60 FINISH, SEE S3.2.1 FOR ATTACHMENTw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE01/31/2017CORPORATE LICENSE F-0467 513-4742-0001/31/17 S1.0.3ROOF FRAMING PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA SARAH MUSSER, PE
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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01/31/2017CORPORATE LICENSE F-0467 513-4742-0001/31/17 S1.0.4HIGH ROOF FRAMING PLANSCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID ROB KLINEDINST, AIA WILL HARRISON, AIA SARAH MUSSER, PE
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T = -42k; C = +48k
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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MASONRY VENEER LOOSE LINTEL SCHEDULE MAXIMUM CLEAR SPANLINTEL ANGLE UP TO 10'-0"L7x4x3/8 (LLV)NOTES:1.USE THIS SCHEDULE AT OPENINGS IN MASONRY VENEER WHERE LINTELS ARE NOT INDICATED ON PLANS OR DETAILS AND AT OPENINGS LARGER THAN 6'-0". FOR ALL OPENINGS 6'-0" AND LESS, PROVIDE LOAD BEARING CAST STONE LINTEL AS SHOWN ON ARCH.2.WHERE OPENINGS ARE LARGER THAN 6'-0", CAST STONE SUPPLIER TO DETERMINE IF LOAD BEARING LINTEL AS SHOWN ON ARCH IS ADEQUATE WITHOUT LOOSE LINTEL. LOOSE LINTEL SHOWN FOR BIDDING PURPOSES, ONLY PROVIDE IF REQUIRED BY CAST STONE SUPPLIER.3.BEAR LINTEL ANGLES 8" MINIMUM ON MASONRY EACH END, EXTEND BEYOND CAST STONE LINTEL.4.LINTEL ANGLES TO BE HOT-DIPPED GALVANIZED.5.SEE ARCHITECTURAL DRAWINGS FOR OPENING LOCATIONS AND DIMENSIONS.SEE ARCH ROUGH OPNGLIGHT GAGE METAL OPNG FRAME TO BE ENGINEERED BY CONTRACTOR 12 GA CLOSURE PL AT OPNG SILL AND JAMBS; FASTEN w/ (2) #12 PAN HEAD SCREWS AT 8" OCVENEER SUPPORT ANGLE, SEE SCHD;BEAR 8" ON MASONRY EA END LESS THAN 6'-0"N/Aw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P1.1.1UNDERSLAB -SANITARY DRAIN, VENT & STORMCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P1.1.2LEVEL 01 - SANITARY DRAIN, VENT & STORMCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P1.1.3LEVEL 02 - SANITARY DRAIN, VENT & STORMCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
SC
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P1.1.4ROOF - SANITARY DRAIN, VENT & STORMCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
SC
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1" NGRMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P1.2.1LEVEL 01 - DOMESTICCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
SC
A
L
E
:
1
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8
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1
1DRAWING NOTES TRAP PRIMER TO FLOOR DRAIN.
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P1.2.2LEVEL 02 - DOMESTICCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
SC
A
L
E
:
1
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8
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=
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2
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1DRAWING NOTES DOMESTIC WATER ROUTED TO TRAP PRIMER IN ROOM NO.REASONDATE
3
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2
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5
6
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10
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9
RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P1.2.3ROOF - DOMESTICCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
SC
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:
1
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8
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1
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0
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3
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C
1
1DRAWING NOTES DOMESTIC WATER ROUTED TO TRAP PRIMER IN ROOM NO.REASONDATE
P-
3
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P-
3
A
P-
8
P-
3
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P-
3
B
P-
7
P-
3
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BV
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1
BV
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2
P-
1
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P-
1
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P-
1
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P-
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BF
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1/
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1"
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1"
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1/
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1/
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1/
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D
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3/
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P2.1.1DOMESTIC WATER RISER DIAGRAMCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P2.1.2SANITARY AND VENT RISER DIAGRAMCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 P2.1.3STORM RISER DIAGRAMCAMPBELL UNIVERSITY ADMISSIONS BUILDINGISSUE FOR BID Designer
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B
1
2
3
4
5
67
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 M.1.1.1MECHANICAL HVAC FLOOR PLAN - LEVEL 1CAMPBELL UNIVERSITY ADMISSIONS BUILDINGIssue for Bid
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DRAWING NOTES 1INSTALL FIREPLACE VENT UP TO ROOF. PIPE, FITTINGS, JOINTS, FASTENING ACCESSORIES, COLLAR AND VENT TERMINATION CAP ARE PROVIDED BY THE GENERAL CONTRACTOR. INSTALL PER MANUFACTUERER'S INSTALATION INSTRUCTIONS AND CODE REQUIREMENTS.
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 M.1.1.2MECHANICAL HVAC FLOOR PLAN - LEVEL 2CAMPBELL UNIVERSITY ADMISSIONS BUILDINGIssue for Bid
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DRAWING NOTES 1INSTALL FIREPLACE VENT UP TO ROOF. PIPE, FITTINGS, JOINTS, FASTENING ACCESSORIES, COLLAR AND VENT TERMINATION CAP ARE PROVIDED BY THE GENERAL CONTRACTOR. INSTALL PER MANUFACTUERER'S INSTALATION INSTRUCTIONS AND CODE REQUIREMENTS.
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2INDOOR UNIT MOUNTED ABOVE DOOR. ROUTE REFRIGERANT PIPING OT THE CONDENSING UNIT ON THE ROOF. ROUTE AND SLOPE 3/4" DRAIN TO THE MOP SINK IN JANITOR 114.
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38" DIA. TO 22x2 CONNECTION TO LINEAR BAR GRILLE.410" DIA. TO 32x2 CONNECTION TO LINEAR BAR GRILLE.NO.REASONDATE
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60"x26"
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 M.1.1.3MECHANICAL HVAC FLOOR PLAN - LEVEL 3CAMPBELL UNIVERSITY ADMISSIONS BUILDINGIssue for Bid
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DRAWING NOTES 1INSTALL FIREPLACE VENT UP TO ROOF. PIPE, FITTINGS, JOINTS, FASTENING ACCESSORIES, COLLAR AND VENT TERMINATION CAP ARE PROVIDED BY THE GENERAL CONTRACTOR. INSTALL PER MANUFACTUERER'S INSTALATION INSTRUCTIONS AND CODE REQUIREMENTS. INSTALL VENT TERMINATION CAP WITH BOTTOM AT 12" ABOVE THE ROOF.2CONDENSING UNIT MOUNTED AND FASTENED ON RAILS ATTACHED TO STRUCTURAL SUPPORT. REFER TO STRUCTURAL DRAWINGS. CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS OF STRUCTURAL SUPPORTS AND CONDENSING UNITS. TOP OF CONDENSING UNITS MUST BE EVEN WITH SCREEN WALL HEIGHT.3CONDENSING UNIT FASTENED ON ARCHITECTURALLY PROVIDED ROOF CURB. ROUTE RS & RL PIPING ALONG PARAPET WALL TO THE OUTDOOR UNITS. PROVIDE WALL PIPING SUPPORTS PER SPECIFICATIONS.4INLINE EXHAUST FAN EF-1 SUSPENDED FROM STRUCTURE ABOVE. PROVIDE GOOSENECK TURNED DOWN 45 DEGREES AT WALL PENETRATION. PROVIDE BIRDSCREEN OVER THE OPEN END.5ROUTE RS & RL PIPING AS HIGH AS POSSIBLE IN MECH PENTHOUSE 48. ROUTE RS & RL PIPING ALONG ROOF OUTDOORS AND UP THROUGH PLATFORM TO THE CONDENSING UNIT CONNECTION. PROVIDE ROOF PIPING SUPPORTS AND PLATFORM PIPING SUPPORTS PER SPECIFICATIONS. PROVIDE 60X44 TO 60X26 TRANSITION AT PLENUM CONNECTION. PROVIDE 14X44 TO 14X26 TRANSITION AT PLENUM CONNECTION.6120"x48"x24" DEEP INSULATED OUTSIDE AIR PLENUM AND 1/2"x1/2" STAINLESS STEEL BIRDSCREEN CONNECTED TO THE LOUVER. PROVIDE INSULATED METAL PANELS TO BLANK OFF UNUSED LOUVER AREA. PROVIDE CONTROL DAMPERS IN THE DUCTS CONNECTED TO THE AHU. PROVIDE 78X36 TO 78X20 TRANSITION AT PLENUM CONNECTION.778"x48"x24" DEEP INSULATED OUTSIDE AIR PLENUM AND 1/2"x1/2" STAINLESS STEEL BIRDSCREEN CONNECTED TO THE LOUVER. PROVIDE INSULATED METAL PANELS TO BLANK OFF UNUSED LOUVER AREA. PROVIDE CONTROL DAMPERS IN THE DUCTS CONNECTED TO THE AHU.8HORIZONTAL MODULAR INDOOR AIR HANDLING UNIT AHU-1 ON A CONCRETE EQUIPMENT PAD. ROUTE 1-1/2" DRAIN TO HUB DRAIN AND PROVIDE AIR GAP. PROVIDE DUCT DETECTOR IN EACH SUPPLY AND RETURN DUCT.9ELECTRIC UNIT HEATER SUSPENDED FROM STRUCTURE ABOVE.10DDC CONTROL PANEL ON WALL 48" AFF.NO.REASONDATE11FIRE DAMPER AT FLOOR PENETRATION.
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 M.1.2.1MECHANICAL AIR BALANCE SHEET -LEVEL 1CAMPBELL UNIVERSITY ADMISSIONS BUILDINGIssue for Bid
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
4
5
67
ACDEF
513-4742-0001/31/17 M.1.2.2MECHANICAL AIR BALANCE SHEET -LEVEL 2CAMPBELL UNIVERSITY ADMISSIONS BUILDINGIssue for Bid
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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PROVIDE CONNECTIVITY FROM ADMISSIONS BUILDING DDC PANEL BACK TO THE EXISTING FRONT END VIA INTERNET OR HARD-WIRED THROUGH CONDUIT STUBBED UP INTO BOTH TELECOM ROOMS. PROVIDE SOFTWARE AND HARDWARE UPGRADES TO EXISTING FRONT END UNIT.
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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ACDEF
513-4742-0005/05/14 E0.0.2ELECTRICAL NOTESCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD DesignerNO.REASONDATE
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B
1
2
3
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67
ACDEF
513-4742-0001/01/08 E1.1.1ELECTRICAL FIRST FLOOR POWER PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD Designer
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
B
1
2
3
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ACDEF
513-4742-0012/14/16 E1.1.2ELECTRICAL SECOND FLOOR POWER PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD Designer
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B
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B
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B
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513-4742-0012/27/16 E1.2.3ELECTRICAL ROOF LIGHTING PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD Designer
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B
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513-4742-0001/01/08 E1.3.1ELECTRICAL FIRST FLOOR SPECIAL SYSTEMS PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD Designer
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513-4742-0011/29/16 E1.3.2ELECTRICAL SECOND FLOOR SPECIAL SYSTEMS PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD Designer
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B
1
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513-4742-0012/27/16 E1.3.3ELECTRICAL ROOF SPECIAL SYSTEMS PLANCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD Designer
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513-4742-0001/01/08 E4.1.1ELECTRICALENLARGED PLANSCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD Designer
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G
:
Su
r
f
a
c
e
VO
L
T
S
:
20
8
/
1
2
0
W
y
e
LO
C
A
T
I
O
N
:
EL
E
C
T
R
I
C
1
1
3
MA
I
N
S
:
MC
B
AM
P
S
:
22
5
PA
N
E
L
B
O
A
R
D
:
S
D
P
Total Est. Demand Current:50.87 A
Re
c
e
p
t
a
c
l
e
4.
7
6
1
0
0
.
0
0
%
4
.
7
6
Total Conn. Current:59.18 A
He
a
t
i
n
g
0.
1
8
7
0
.
0
0
%
0
.
1
3
Total Est. Demand:18.33 kVA
RE
C
15
.
8
8
8
1
.
4
9
%
1
2
.
9
4
Total Conn. Load:21.32 kVA
LT
G
0.
5
0
1
0
0
.
0
0
%
0
.
5
0
Lo
a
d
C
l
a
s
s
i
f
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a
t
i
o
n
Co
n
n
e
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t
e
d
L
o
a
d
D
e
m
a
n
d
F
a
c
t
o
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E
s
t
i
m
a
t
e
d
D
e
m
a
n
d
P
a
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e
l
T
o
tals
HT
-
I
N
D
I
C
A
T
E
S
C
.
B
.
E
Q
U
I
P
P
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D
W
I
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H
3
0
m
A
G
R
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N
D
F
A
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L
T
FO
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Q
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ST
-
I
N
D
I
C
A
T
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S
C
.
B
.
E
Q
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I
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P
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D
W
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S
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T
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E
V
I
C
E
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-
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N
D
I
C
A
T
E
S
C
.
B
.
I
S
G
R
O
U
N
D
F
A
U
L
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T
Y
P
E
(
5
m
A
F
O
R
P
E
RS
O
N
N
E
L
)
LO
-
I
N
D
I
C
A
T
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C
.
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D
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BR
E
A
K
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Y
P
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S
:
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T
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L
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A
D
:
8.
1
1
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V
A
5
.
7
7
k
V
A
7
.
4
4
k
V
A
--
S
P
A
R
E
1
2
0
A
-
-
4
1
0.000.0042--20 A1SPARE--
--
S
P
A
R
E
1
2
0
A
-
-
3
9
0
.
0
0
0
.
0
0
4
0
-
-
2
0
A
1
S
P
A
R
E
-
-
--
S
P
A
R
E
1
2
0
A
-
-
3
7
0
.
0
0
0
.
0
0
38--20 A1SPARE--
--
S
P
A
R
E
1
2
0
A
-
-
3
5
0.000.0036--20 A1SPARE--
--
S
P
A
R
E
1
2
0
A
-
-
3
3
0
.
0
0
0
.
0
0
3
4
-
-
2
0
A
1
S
P
A
R
E
-
-
--
S
P
A
C
E
-
-
-
-
-
-
3
1
0
.
0
0
0
.
0
0
32------SPACE--
--
S
P
A
C
E
-
-
-
-
-
-
2
9
0.000.0030------SPACE--
RE
C
1
2
0
A
2
7
0
.
5
4
0
.
1
8
2
8
2
0
A
1
H
e
a
t
i
n
g
RE
C
1
2
0
A
2
5
1
.
0
8
1
.
0
8
2620 A1REC
RE
C
1
2
0
A
2
3
1.120.182420 A1Receptacle
RE
C
1
2
0
A
2
1
0
.
3
6
1
.
0
8
2
2
2
0
A
1
R
E
C
RE
C
1
2
0
A
1
9
1
.
1
2
1
.
1
2
2020 A1REC
RE
C
1
2
0
A
1
7
1.121.161820 A1REC
RE
C
1
2
0
A
1
5
0
.
8
5
0
.
1
8
1
6
2
0
A
1
R
e
c
e
p
t
a
c
l
e
RE
C
1
2
0
A
1
3
1
.
0
8
0
.
7
5
1420 A1REC
RE
C
1
2
0
A
1
1
1.080.901220 A1REC
RE
C
1
2
0
A
9
0
.
1
8
0
.
8
0
1
0
2
0
A
1
R
e
c
e
p
t
a
c
l
e
Re
c
e
p
t
a
c
l
e
1
2
0
A
7
0
.
4
0
0
.
1
8
820 A1REC
RE
C
1
2
0
A
5
1.080.80620 A1Receptacle
Re
c
e
p
t
a
c
l
e
1
2
0
A
3
0
.
8
0
0
.
8
0
4
2
0
A
1
R
e
c
e
p
t
a
c
l
e
LT
G
1
2
0
A
1
0
.
5
0
0
.
8
0
220 A1Receptacle
WI
R
E
S
I
Z
E
L
O
A
D
D
E
S
C
R
I
P
T
I
O
N
P
TR
I
P
AM
P
S
TY
P
E
C
K
T
A
B
C
C
K
T
T
Y
P
E
TRIP AMPSPLOAD DESCRIPTIONWIRE SIZE
PR
O
V
I
D
E
F
U
L
L
S
I
Z
E
N
E
U
T
R
A
L
B
U
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
PR
O
V
I
D
E
G
R
O
U
N
D
B
U
S
PA
N
E
L
N
O
T
E
S
:
MI
N
A
I
C
:
22
K
A
I
C
WI
R
E
S
:
4
EN
C
L
N
E
M
A
:
Ty
p
e
1
PH
A
S
E
:
3
MO
U
N
T
I
N
G
:
Su
r
f
a
c
e
VO
L
T
S
:
20
8
/
1
2
0
W
y
e
LO
C
A
T
I
O
N
:
EL
E
C
T
R
I
C
1
1
3
MA
I
N
S
:
ML
O
AMPS:100
PA
N
E
L
B
O
A
R
D
:
P
L
1
A
Total Est. Demand Current:37.86 ATotal Conn. Current:47.96 ATotal Est. Demand:13.64 kVATotal Conn. Load:17.28 kVA
RE
C
17
.
2
8
7
8
.
9
4
%
1
3
.
6
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N
D
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S
C
.
B
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Q
U
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P
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D
W
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3
0
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N
D
F
A
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FO
R
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ST
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I
N
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A
T
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.
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.
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5
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:
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:
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1
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A
6
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3
0
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4
.
8
6
k
V
A
--
S
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E
-
-
-
-
-
-
4
1
0.000.0042------SPACE--
--
S
P
A
C
E
-
-
-
-
-
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3
9
0
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0
0
0
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0
0
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S
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E
-
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S
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E
-
-
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-
-
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3
7
0
.
0
0
0
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0
0
38------SPACE--
--
S
P
A
C
E
-
-
-
-
-
-
3
5
0.000.0036------SPACE--
--
S
P
A
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E
1
2
0
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-
-
3
3
0
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0
0
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0
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2
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1
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P
A
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E
-
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--
S
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E
1
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0
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3
1
0
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0
0
0
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0
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32--20 A1SPARE--
--
S
P
A
R
E
1
2
0
A
-
-
2
9
0.000.0030--20 A1SPARE--
--
S
P
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1
2
0
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-
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0
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0
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RE
C
1
2
0
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2
3
0.180.362420 A1REC
RE
C
1
2
0
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2
1
0
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5
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5
4
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9
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2020 A1REC
RE
C
1
2
0
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1
7
0.541.081820 A1REC
RE
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1
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0
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1
5
1
.
0
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0
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0
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RE
C
1
2
0
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1
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7
2
0
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9
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RE
C
1
2
0
A
1
1
0.720.901220 A1REC
RE
C
1
2
0
A
9
0
.
9
0
0
.
9
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1
0
2
0
A
1
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E
C
RE
C
1
2
0
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7
1
.
0
8
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.
1
8
820 A1REC
RE
C
1
2
0
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5
0.900.18620 A1REC
RE
C
1
2
0
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3
0
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9
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0
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7
2
4
2
0
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1
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RE
C
1
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1
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0
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7
2
220 A1REC
WI
R
E
S
I
Z
E
L
O
A
D
D
E
S
C
R
I
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TR
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TY
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C
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TRIP AMPSPLOAD DESCRIPTIONWIRE SIZE
PR
O
V
I
D
E
F
U
L
L
S
I
Z
E
N
E
U
T
R
A
L
B
U
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U
N
L
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S
S
N
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D
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T
H
E
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W
I
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PR
O
V
I
D
E
G
R
O
U
N
D
B
U
S
PA
N
E
L
N
O
T
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S
:
MI
N
A
I
C
:
22
K
A
I
C
WI
R
E
S
:
4
EN
C
L
N
E
M
A
:
Ty
p
e
1
PH
A
S
E
:
3
MO
U
N
T
I
N
G
:
Su
r
f
a
c
e
VO
L
T
S
:
20
8
/
1
2
0
W
y
e
LO
C
A
T
I
O
N
:
EL
E
C
T
R
I
C
2
1
3
A
MA
I
N
S
:
MC
B
AMPS:100
PA
N
E
L
B
O
A
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D
:
P
L
2
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To
t
a
l
E
s
t
.
D
e
m
a
n
d
C
u
r
r
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n
t
:
20
.
0
6
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To
t
a
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o
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n
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u
r
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e
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t
:
25
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1
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u
i
p
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0.
5
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5
.
0
0
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0
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1
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t
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e
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:
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2
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5.
6
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0
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0
0
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3
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9
4
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t
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n
n
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L
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:
9.
0
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8
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:
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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BYPASS THE SHUTDOWN FEATURE FOR AIR HANDLING MOTORS AND ASSOCIATED
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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ACDEF
513-4742-0001/01/08 E7.1.2ELECTRICAL FIRE ALARM RISER DIAGRAMCAMPBELL UNIVERSITY ADMISSIONS BUILDING100% CD DesignerDRAWING NOTES 1CLASS A ADDRESSABLE LOOP, SIGNALING LINE CIRCUIT (SLC) PROVIDE MINIMUM #16 SHIELDED TWISTED PAIR (STP) IN 1/2" EMT.CLASS B, NOTIFICATION APPLIANCE CIRCUIT (NAC). PROVIDE MINIMUM #14 CONDUCTORS IN 1/2" EMT. WIRE QUANTITIES TO BE DETERMINED BY THE INSTALLER. FOR INCREASED SURVIVABILITY, THE NAC DEVICES AND CIRCUITS ON EACH FLOOR SHALL BE DIVIDED IN HALF AND FED FROM SEPARATE RISERS FROM OPPOSITE ENDS OF THE FLOOR.IF REQUIRED, PROVIDE EXPANSION MODULE AT EXISTING FACP TO TIE IN NEW BUILDING FA POINTS TO EXISTING SYSTEM.PROVIDE ISOLATION MODULES (ISO) AS REQUIRED IN ACCORDANCE WITH SPECIFICATIONS. LOCATE IN CORRIDORS AT SAME HEIGHT AS ALL DEVICES (TYPICAL)PROVIDE ADDRESSABLE RELAY CONTROL MODULE (ARC) AT MECHANICAL EQUIPMENT CONTROLLER.CONNECT SUCH THAT NOTED EQUIPMENT SHALL SHUT DOWN UPON RECEIPT OF ALARM. LOCATE WITHIN 3-FT OF EQUIPMENT CONTROLLER PER NFPA REQUIREMENTS.WHEN REQUIRED, PROVIDE FIRE ALARM BOOSTER PANELS (FABP) FOR SIGNAL LOOP CIRCUITS. VERIFY QUANTITIES WITH CALCULATIONS AND REVISE AS REQUIRED. PROVIDE POWER FROM LIFE SAFETY SOURCE AS SHOWN ON POWER FLOOR PLANS. BOOSTER PANEL SHALL BE MONITORED PER THE SPECIFICATIONS.PROVIDE REMOTE ALARM INDICATOR LAMP AND TEST SWITCH FOR EACH DUCT MOUNTED SMOKE DETECTOR. LOCATE IN NEAREST CORRIDOR OR PUBLIC AREA.TELEPHONE LINES (POTS) FOR OFFSITE MONITORING.MAGNETIC DOOR HOLDERS SHALL BE RELEASED ON GENERAL ALARM.WHERE INDICATED ON THE PLANS SMOKE DETECTOR(S) SHALL BE PROGRAMMED FOR ELEVATOR CAPTURE, RECALL AND FIREMAN'S HAT LIGHT FUNCTIONS IN ACCORDANCE WITH ANSI/ASME 17.1 AND NFPA 72. COORDINATE REQUIREMENTS WITH LOCAL AHJ AND ELEVATOR INSTALLER.PROVIDE ADDRESSABLE MONITOR MODULE (ARM) TO BOOSTER/FIRE PUMP CONTROLLER (FPC) TO MONITOR AND TRANSMIT REQUIRED ALARM AND SUPERVISORY SIGNALS. REFER TO FIRE ALARM OPERATION MATRIX FOR ADDITIONAL INFORMATION.REFER TO ELECTRICAL SITE PLAN FOR LOCATION OF POST INDICATOR VALVE. REFER TO FIRE ALARM OPERATION MATRIX FOR ADDITIONAL INFORMATION.PROVIDE ONE FIRE ALARM TERMINAL CABINET FOR EACH FLOOR.WHERE INDICATED ON THE PLANS PROVIDE ADDRESSABLE RELAY CONTROL MODULE AT SECURITY DOORS. INTERLOCK WITH DOOR SOLENOID POWER CIRCUIT TO INTERRUPT CIRCUIT UPON GENERAL FIRE ALARM AS AS SHOWN IN THE FIRE ALARM CONTROL MATRIX.PROVIDE ELECTRONIC WATER FLOW BELL; TO BE LOCATED OUTSIDE OF SPRINKLER ROOM.2 3
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RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVE SUITE 300 RALEIGH, NC 27617 P: 919.941.9876 www.rmf.comw w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10 Durham NC 27701 PROJECT MANAGER DESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONS PROJECT NAME SHEET TITLEPROJECT NO.SHEET NUMBERISSUE FOR ISSUE DATE
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