ADDENDUM #2
April 19, 2016
UNIVERSITY OF CENTRAL OKLAHOMA
MURDAUGH HALL RENOVATION
FRANKFURT+SHORT+BRUZA, ASSOC., P.C.
ARCHITECTS-ENGINEERS-PLANNERS
OKLAHOMA CITY, OKLAHOMA
Items in this Addendum take precedence over the original documents. Items not specifically revised remain in
effect.
GENERAL RESPONSE TO BIDDER QUESTIONS
Item 2-1
Question: The main switchboard MSB one-line does not indicate a requirement for digital
metering or the requirement for an SPD. However, Section 262413 has paragraphs detailing the
specifications of these items, but does not necessarily specify that these items are required.
Since, both are typically seen on projects of this nature, can you confirm if a Digital Meter and/or
if an SPD is required in MSB? Answer: Yes the digital metering and surge protection equipment
(SPD) are required. That is why they are in the specifications.
Item 2-2
Question: Does the Chair Rail in the Dorm Rooms only happen on the wall with the mirror and
vanity? Answer: No, on both walls.
Item 2-3
Question: On one detail the wood species says Oak and another it says Birch. Is there a
preference to wood species? Answer: Wood species is Oak.
Item 2-4
Question: There is only base at the portal spots of the corridors correct? I do not see it anywhere
else. What kind of detail is this do you know? Answer: Yes, only at portals, terrazzo base is
typical. GC to submit on base profiles for approval.
Item 2-5
Question: Is the base going to be stained like the crown molding and chair rail to match existing?
Answer: Yes
REFERENCE THE SPECIFICATIONS
Item 2-6
Reference Section 283111 -The fire alarm system and its products specified in specification
section shall be provided by Simplex-Grinnell.
REFERENCE THE GENERAL DRAWINGS
Item 2-7
G-002 Sheet Index changes
Item 2-8
G-003, G-004, G-005, & G-006 Fire extinguisher legend changes
Item 2-9
General Drawing –CU101 changed location of fireline tie-in and added storm well drain details
and other items.
Item 2-10
C501 Added sheet
Item 2-11
A102- added rustification joints and chamfer joints at ramp wall.
Item 2-12
AD102 change note 2, 6 &14. Added note 17
A2-1
ADDENDUM #2
April 19, 2016
UNIVERSITY OF CENTRAL OKLAHOMA
MURDAUGH HALL RENOVATION
FRANKFURT+SHORT+BRUZA, ASSOC., P.C.
ARCHITECTS-ENGINEERS-PLANNERS
OKLAHOMA CITY, OKLAHOMA
Item 2-13
AD103 & AD104- corrected note 3 to say plaster veneer. Added to note 13 to include demo of
jamb wall. Added note 14.
Item 2-14
AD105 – Corrected existing partition condition
Item 2-15
AD106- added note 11
Item 2-16
AD107 & AD108 revise note 7 & add note 8.
Item 2-17
AE103 note 2 changed. Also adding new handrail to ramp area.
Item 2-18
AE104 & AE105 & AE 106 change note 7, 11, 12
Item 2-19
AE108 change note 7 and reduced size of furr-down
Item 2-20
AE109 change note 2
Item 2-21
AE110 change note 2 & 3
Item 2-22
AE112 change note 9
Item 2-23
AE113 Parasquare note finish and access door to be lockable
Item 2-24
AE114 Lounge ceiling removed some exit signs
Item 2-25
P-001 add P-5 to Plumbing Schedule
Item 2-26
P-101 add note to Restroom 008 & 009
Item 2-27
P-103 & P-104 Add janitor sink to center janitor closet
Item 2-28
P-401 Add janitor sink to 100E
Item 2-29
EL100, EL101, EL102, EL103, Add note 10 to exterior lights
Item 2-30
EL501 Add LC1 Diagram, Light Schedule, Lighting control notes
Item 2-31
EP100 change General note A, and power to FCU-020
Item 2-32
EP101 change note 12, and add outlet by existing plaza stairs
Item 2-33
EP102 & EP103 change note 6
Item 2-34
EP702 & EP703 change panel schedule
ATTACHMENTS
A2-2
ADDENDUM #2
April 19, 2016
UNIVERSITY OF CENTRAL OKLAHOMA
MURDAUGH HALL RENOVATION
FRANKFURT+SHORT+BRUZA, ASSOC., P.C.
ARCHITECTS-ENGINEERS-PLANNERS
OKLAHOMA CITY, OKLAHOMA
1) Addendum #2 set of drawing modifications
End of Addendum #2
A2-3
University of Centeral Oklahoma
Murdaugh Hall Renovation
Edmond, Oklahoma
SITE LOCATION
VICINITY MAP - UCO CAMPUS
Telephone 405. 840. 2931
Facsimile 405. 842. 7750
www.fsb-ae.com
D A RCH
IT
OKLAHOMA CERTIFICATE OF
AUTHORIZATION
ARCHITECTURE: # 00199
EXP. 06/30/17
OK
P
L A HO MA
OKLAHOMA CERTIFICATE
OF AUTHORIZATION
P.E: # 1072
EXP. 06/30/16
L IC E N S E D
P
L IC E N S E D
T
EC
SE
F E S S I O NA
RUSSELL
FRANK
KETNER
15891
OK
L A HO MA
G IN E E R
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
GARY W.
JAMES
16166
RO
EN
Architects Engineers Planners
F E S S IO NA
G IN E E R
Frankfurt Short Bruza
RO
EN
L IC
EN
A
PHILIP G.
McNAYR
2134
H
OM
STA
O F O K LA
L
E
L
T
ADDENDUM #002 - OWNER COMMENTS
APRIL 18, 2016
HM
HORIZ
HT
HVAC
HOLLOW METAL
HORIZONTAL
HEIGHT
HEATING, VENTILATING, &
AIR CONDITIONING
ID
INSUL
INT
INSIDE DIAMETER
INSULATE (OR) INSULATION
INTERIOR
JAN
JANITOR
K
NOT USED
NA
NIC
NOM
NRC
NTS
NOT APPLICABLE
NOT IN CONTRACT
NOMINAL
NOISE REDUCTION COEFFICIENT
NOT TO SCALE
OA
OC
OD
OFCI
OPH
ORD
OVHD
OVERALL
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED
OWNER INSTALLED
OPPOSITE HAND
OVERFLOW ROOF DRAIN
OVERHEAD
PLAM
PLBG
PLYWD
PR
PRCST
PREFAB
PT
PVC
PLASTIC LAMINATE
PLUMBING
PLYWOOD
PAIR
PRECAST
PREFABRICATED
PAINT (INTERIOR)
POLYVINYL CHLORIDE
QTF
QTB
QTY
QUARRY TILE FLOOR
QUARRY TILE BASE
QUANTITY
OFOI
SECT
SF
SHTHG
SIM
SPEC
SST
STC
STD
STL
STRUCT
SECTION
SQUARE FOOT
SHEATHING
SIMILAR
SPECIFICATION(S)
STAINLESS STEEL
SOUND TRANSMISSION CLASSIFICATION
STANDARD
STEEL
STRUCTURAL (OR) STRUCTURE
T
T&B
TBD
TD
TO
TOC
TOJ
TOM
TOS
TYP
TREAD
TOP AND BOTTOM
TO BE DETERMINED
TOWEL DISPENSER
TOP OF
TOP OF CONCRETE
TOP OF JOIST
TOP OF MASONRY
TOP OF STEEL
TYPICAL
UNO
UNLESS NOTED OTHERWISE
VB
VCT
VERT
VTR
VWC
VINYL BASE
VINYL COMPOSITION TILE
VERTICAL
VENT THROUGH ROOF
VINYL WALL COVERING
W/
W/O
WC
WD
WH
WITH
WITHOUT
WATER CLOSET
WOOD
WALL HYDRANT (OR) WATER HEATER
XFMR
TRANSFORMER
Y
NOT USED
Z
NOT USED
SHEET
NUMBER
GENERAL
G-001
G-002
1
1
1
1
1
C
ARCHITECTURAL ANNOTATION SYMBOLS LEGEND
1
DISCIPLINE TYPE (ARCHITECTURE SHOWN)
DISCIPLINE MODIFIER (ELEMENTS SHOWN)
DRAWING TYPE (PLAN, ELEVATION, ETC.,
SERIES NUMBER
GROUND FLOOR PLAN
D3
SCALE:1/8"=1'-0"
0
4'
8'
16'
0
4'
8'
16'
PLAN DRAWING TITLE
A - 101
DRAWING TYPES LEGEND
1 - PLANS (HORIZONTAL VIEWS)
2 - ELEVATIONS (VERTICAL VIEWS)
3 - SECTIONS (SECTIONAL VIEWS)
4 - ENLARGED VIEWS (PLANS, ELEVATIONS OR SECTIONS THAT ARE NOT DETAIL VIEWS)
5 - DETAILS
6 - SCHEDULES & DIAGRAMS
Top Text
Bottom Text
ELEVATION DATUM SYMBOL
INDICATES DATUM ELEVATION AS INDICATED
D3
WALL SECTION CALLOUT
ARROW INDICATE WALL SECTION ON
SHEET INDICATED
SCALE:1/8"=1'-0"
ALL OTHER DRAWING TITLES
1
A301
1
A301
1
A302
BUILDING SECTION
BUILDING SECTION CALLOUT
ARROWS INDICATE BUILDING
SECTION ON SHEET INDICATED
TITLE
COVER SHEET
SHEET INDEX, ANNOTATION SYMBOLS, AND TYPICAL PLAN
DIMENSIONS
CODE COMPLIANCE PLAN - BASEMENT
CODE COMPLIANCE PLAN - FIRST FLOOR
CODE COMPLIANCE PLAN - SECOND FLOOR
CODE COMPLIANCE PLAN - THIRD FLOOR
PARTITION TYPES & DETAILS
DOOR & HARDWARE SCHEDULES
G-003
G-004
G-005
G-006
G-007
G-008
CIVIL
C-001
GENERAL NOTES, LEGEND AND ABBREVIATIONS
V-101
ORIGINAL SURVEY
CD101
DEMOLITION PLAN
CS101
SITE PLAN
CG101
GRADING PLAN
CG201
EROSION CONTROL PLAN
CU101
UTILITY PLAN
C-501
CIVIL DETAILS
ARCHITECTURAL
A-100
SITE PLAN
A-101
ENLARGED SITE PLANS AND SECTIONS
A-102
RAMP SECTIONS AND DETAILS
AD101
DEMOLITION BASEMENT FLOOR PLAN
AD102
DEMOLITION FIRST FLOOR PLAN
AD103
DEMOLITION SECOND FLOOR PLAN
AD104
DEMOLITION THIRD FLOOR PLAN
AD105
DEMOLITION BASEMENT CEILING PLAN
AD106
DEMOLITION FIRST FLOOR CEILING PLAN
AD107
DEMOLITION SECOND FLOOR CEILING PLAN
AD108
DEMOLITION THIRD FLOOR CEILING PLAN
AE103
BASEMENT FLOOR PLAN
AE104
FIRST FLOOR PLAN
AE105
SECOND FLOOR PLAN
AE106
THIRD FLOOR PLAN
AE107
ATTIC FLOOR PLAN
AE108
FIRST FLOOR - NEW CEILING PLAN
AE109
SECOND FLOOR - NEW CEILING PLAN
AE110
THIRD FLOOR - NEW CEILING PLAN
AE111
ENLARGED CEILING PLANS
AE112
INTERIOR ELEVATIONS, SECTIONS & DETAILS
AE113
INTERIOR SECTIONS & DETAILS
AE114
ADD ALTERNATE - LOBBY FLOOR FINISHES, LOBBY PENDANTS
AND TOILET & SHOWER PARTITIONS
AE115
TYPICAL INTERIOR FINISH PLAN
FIRE PROTECTION
F-001
FIRE PROTECTION LEGEND, ABBREVIATIONS, AND PIPING
SCHEMATIC
F-100
BASEMENT FIRE PROTECTION PLAN
F-101
FIRST FLOOR FIRE PROTECTION PLAN
F-102
SECOND FLOOR FIRE PROTECTION PLAN
F-103
THIRD FLOOR FIRE PROTECTION PLAN
F-104
ATTIC FIRE PROTECTION PLAN
F-401
FIRE SUPPRESSION FIRE PUMP AND BUILDING SUPPRESSION
SYSTEM RISER SECTIONS
F-402
DORM ROOM ENLARGED PLAN - EAST WING, DORM ROOM AND
HALLWAY SECTION, AND SPRINKLER SYSTEM RISER SECTION.
F-601
FIRE ALARM & EMERGENCY COMMUNICATIONS INPUT/OUTPUT
MATRIX
F-602
FIRE ALARM RISER DIAGRAM
SHEET INDEX
SHEET
NUMBER
PLUMBING
P-001
P-100
P-101
P-102
P-103
P-104
P-105
P-401
P-601
MECHANICAL
M-001
M-100
M-101
M-102
M-103
M-104
M-301
M-401
M-402
M-403
M-501
M-601
M-602
M-603
M-604
M-605
M-701
M-702
M-703
M-801
ELECTRICAL
E-001
EP100
EP101
EP102
EP103
EP104
EP401
EP501
EP701
EP702
EP703
EP704
EP705
EP706
EP707
EL100
EL101
EL102
EL103
EL501
ET101
ET102
ET103
Frankfurt Short Bruza
TITLE
Architects Engineers Planners
LEGEND & ABBREVIATIONS
1
UNDERFLOOR PLUMBING PLAN
BASEMENT PLUMBING PLAN
FIRST FLOOR PLUMBING PLAN
SECOND FLOOR PLUMBING PLAN
THIRD FLOOR PLUMBING PLAN
ATTIC PLUMBING PLAN
1
ENLARGED PLUMBING PLAN
FLOW DIAGRAMS
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
1
D
LEGEND & ABBREVIATIONS
BASEMENT MECHANICAL PLAN
FIRST FLOOR MECHANICAL PLAN
SECOND FLOOR MECHANICAL PLAN
THIRD FLOOR MECHANICAL PLAN
ATTIC MECHANICAL PLAN
SECTIONS
ENLARGED PLANS
FIRST FLOOR ENLARGED PLAN
ENLARGED MECHANICAL ROOM PLAN
DETAILS
FLOW DIAGRAMS
FLOW DIAGRAMS
FLOW DIAGRAMS
FLOW DIAGRAMS
FLOW DIAGRAMS
SCHEDULES
SCHEDULES
SCHEDULES
CONTROL DIAGRAMS
1
A401
DETAIL CALLOUT
ENLARGED PLAN OR DETAIL
ON SHEET INDICATED
REVISION SYMBOL
REFER TO SHEET BORDER FOR
REVISION HISTORY
LEGEND, ABBREVIATIONS & MOUNTING HEIGHT DETAIL
BASEMENT ELECTRICAL MASTER PLAN
1
FIRST FLOOR ELECTRICAL PLAN
SECOND FLOOR ELECTRICAL PLAN
THIRD FLOOR ELECTRICAL PLAN
ATTIC ELECTRICAL PLAN
ENLARGED ELECTRICAL PLANS
ELECTRICAL RISER DIAGRAM
PANEL SCHEDULES
PANEL SCHEDULES
1
PANEL SCHEDULES
PANEL SCHEDULES
PANEL SCHEDULES
PANEL SCHEDULES
PANEL SCHEDULES
BASEMENT LIGHTING PLAN
FIRST FLOOR LIGHTING PLAN
1
SECOND FLOOR LIGHTING PLAN
THIRD FLOOR LIGHTING PLAN
LIGHT FIXTURE SCHEDULE & LIGHTING CONTROL DIAGRAM
FIRST FLOOR TELECOMMUNICATION PLAN
SECOND FLOOR TELECOMMUNICATION PLAN
THIRD FLOOR TELECOMMUNICATION PLAN
C
A
STRUCTURAL GRIDS
AS INDICATED ON DRAWINGS
B
B
BUILDING DATA
BUILDING CODES AND STANDARDS
INTERNATIONAL EXISTING BUILDING CODE 2009 (IEBC)
LEVEL 2 ALTERATION (CHAPTER 7) - NO CHANGE IN
OCCUPANCY - AREA OF ALTERATION UNDER IBC
INTERNATIONAL BUILDING CODE 2009 (IBC)
INTERNATIONAL MECHANICAL CODE 2009
INTERNATIONAL PLUMBING CODE 2009
NATIONAL ELECTRIC CODE 2011
LIFE SAFETY CODE, NFPA 101
ICC/ANSI A117.1 2009 / ADAAG 2010
4/18/2016 7:21:48 PM
O F O K LA
H
PHILIP G.
McNAYR
2134
EN
1
1
E
T
GAGE
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
GUARD RAIL
GENERAL
GLASS
GRADE
GYPSUM BOARD
MATERIAL
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MOUNTED
METAL
SHEET INDEX
RADIUS (OR) RISER
RESILIENT BASE
ROOF DRAIN
RECESSED
REFERENCE (OR) REFRIGERATOR
REQUIRED
REVISION
RESILIENT FLOORING
ROOM
ROUGH OPENING
SE
D A RCH
IT
Edmond, Oklahoma
DBL
DOUBLE
DEG
DEGREE
DEMO
DEMOLITION
DEPT
DEPARTMENT
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIAG
DIAGONAL
DIM
DIMENSION
DISP
DISPENSER
DN DOWN
DR DOOR
DS
DOWNSPOUT
DET
DETAIL
DNG
DRAWING
GA
GALV
GB
GC
GDR
GEN
GL
GRD
GYP BD
MATL
MAX
MECH
MFR
MIN
MIRR
MISC
MO
MTD
MTL
R
RB
RD
REC
REF
REQD
REV
RF
RM
RO
EC
CABINET
COLD-FORMED METAL FRAMING
CORNER GUARD
CONTROL JOINT
CENTER LINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONTINUOUS
CORRIDOR
CARPET
CERAMIC TILE BASE
CERAMIC WALL TILE
CENTER
FLOOR DRAIN
FIRE EXTINGUISHER
FINISH FLOOR ELEVATION
FINISHED GRADE
FLOOR
FLUORESCENT
FOOT (OR) FEET
FURRING
LAMINATE
LAVATORY
LINEAR
LOCATION
LIGHTING
LOUVER
A
CAB
CFMF
CG
CJ
CL
CLG
CLR
CMU
COL
CONC
CONT
CORR
CPT
CTB
CWT
CTR
FD
FE
FF EL
FG
FLR
FLUOR
FT
FURG
LAM
LAV
LIN
LOC
LTG
LVR
C
BOTTOM OF
BOTTOM
BEARING
BOTH SIDES
BETWEEN
EJ
EL
ELEC
ELEV
EQ
EQUIP
EW
EXIST
EXT
EACH
EXTERIOR INSULATION &
FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELECTRIC (OR) ELECTRICAL
ELEVATOR
EQUAL
EQUIPMENT
EACH WAY
EXISTING
EXTERIOR
LI
BO
BOT
BRG
BS
BTWN
EA
EIFS
OM
D
ACOUSTICAL CEILING TILE
AMERICANS WITH DISABILITIES ACT
ADA ACCESSIBILITY GUIDELINES
ABOVE FINISH FLOOR
AIR HANDLING UNIT
ALIGN
ALTERNATE
ALUMINUM
AMERICAN NATIONAL STANDARDS
INSTITUTE
University of Central Oklahoma
Murdaugh Hall Renovation
ARCHITECTURAL ABBREVIATIONS
ACT
ADA
ADAAG
AFF
AHU
AL
ALT
ALUM
ANSI
5
4
T
3
2
STA
1
REVISION HISTORY:
BUILDING AREA
MURDAUGH HALL
EXISTING
AFTER REMODEL
BASEMENT
25,902 SF
-
FIRST FLOOR
18,716 SF
-
SECOND FLOOR
17,407 SF
-
THIRD FLOOR
17,407 SF
-
ATTIC
17,407 SF
-
1
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
FIRE RESISTANCE
RATED CONSTRUCTION
A
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
BUILDING ELEMENT
HOURS
FIRE WALLS (IBC Section 706)
2-hr / 1-hr
LGN
DRAWN BY:
LGN
FIRE BARRIER ASSEMBLIES
(IBC SECTION 707, TABLE 707.3.10)
N/A
REVIEWED BY:
FIRE PARTITIONS (IBC SECTION 708)
N/A
PROJECT MANAGER:
SMOKE PARTITIONS (IBC SECTION 710)
N/A
VERTICAL OPENINGS (IBC SECTION 707)
N/A
20141700
STAIRWAYS (IBC SECTION 1022.3,
TABLE 715.4)
N/A
SHEET TITLE:
FIRE PUMP ROOM & ACCESS
CORRIDOR
EXISTING CHASE
REFERENCE CODE ANALYSIS BELOW
2-hr FIRE
RESISTANCE
1-hr
JBC
A
TJC
PROJECT NUMBER:
SHEET INDEX, ANNOTATION
SYMBOLS, AND TYPICAL PLAN
DIMENSIONS
ISSUE DATE:
03/30/16
SHEET NUMBER:
G-002
1
2
3
4
5
4
LIFE SAFETY LEGEND
BUILDING AREA
BASEMENT
TRAVEL DISTANCE
190
240
STORAGE & MECHANICAL (1:300)
1
OCCUPANCY LOAD NUMBER AT
EXIT COMPONENT
OCCUPANCY COUNT
EXIT COMPONENT MAXIMUM
OCCUPANY CAPACITY NUMBER
ACCESSORY STORAGE
MECHANICAL
(BASEMENT)
46
ASSEMBLY UNCONCENTRATED
(BASEMENT)
16
BUSINESS
(BASEMENT)
7
MULTI-PURPOSE TYPE FIRE EXTINGUISHER
WALL BRACKET MOUNTED AT 48" AFF
BUSINESS (1:100)
Frankfurt Short Bruza
Architects Engineers Planners
MULTI-PURPOSE TYPE FIRE
EXTINGUISHER
SEMI - RECESSED CABINET
MOUNT TOP OF CABINET AT 54" AFF MAX.
ASSEMBLY UNCONCENTRATED (1:15)
25,902 GSF
A. REFER TO SHEET G - 002 FOR CODE
SUMMARY AND REQUIREMENTS.
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
H
PHILIP G.
McNAYR
2134
A
EXIT LIGHT
O F O K LA
OM
D
E
C
EN
EC
LI
T
DORMITORY (1:50)
D
BUILDING DATA
1-HOUR PARTITION/BARRIER
2-HOUR PARTITION/BARRIER
1HR
2HR
5
GENERAL NOTES
T
3
OCCUPANCY LEGEND
2
ST A
1
1
3
2
4
7
5
9
8
10
11
12
14
15
16
SE
D A RCH
IT
17
18
A
IT
014
ELECTRICAL
ROOM
007
C
RESTROOM
008
IT ROOM
014A
STORAGE
010A
MECHANICAL
ROOM
006
C
CORR.
014B
RESTROOM
009
7
160
MECHANICAL
ROOM
006A
UP
STORAGE
013
TRAVEL
DISTANCE
196'
STORAGE
010
MAINT.
OFFICE
014C
CORR.
014B
B
B
2HR
2HR
2HR
STORAGE
011
RAMP
UP
2HR
23
160
STAIR
011A
CORR.
H015
2HR
LANDING
2HR
STORAGE
001B
2HR
RAMP
UP
INVENTORY
OFFICE
014D
2HR
2HR
CORR.
001
23
160
MAINTENANCE
SHOP
012
TRAVEL
DISTANCE
152'
2HR
B
RESTROOM
023
STAIR
01B
HALL
011B
STAIR
002
OFFICE
TORNADO
SHELTER
016
B
SHOWERS
022
2HR
2HR
2HR
UP
FIRE PUMP
ROOM
005
STAIR
S04
4/15/2016 5:02:17 PM
2HR
2HR
2HR
STAIR
S02
C
ELECTRICAL
CLOSET
004A
C
REVISION HISTORY:
RESTROOM
011C
ELECTRICAL
004C
W
W
W
W
W
W
TORNADO
SHELTER
017
W
W
LAUNDRY
020
D
D
D
D
W
W
HYDRONIC
PUMP RM
004B
CORR.
024
Edmond, Oklahoma
CRAWL
SPACE
167
University of Central Oklahoma
Murdaugh Hall Renovation
A
CRAWL
SPACE
178
1
16
160
6
5
7
9
8
10
11
12
13
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
14
BDF
DRAWN BY:
CODE COMPLIANCE PLAN - BASEMENT
KITCHENETTE
019
SCALE: 1/8" = 1'-0"
A
REVIEWED BY:
JBC
BIKE SHOP
018
A
REF.
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
1
LGN
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
D
D
SHEET TITLE:
CODE COMPLIANCE PLAN BASEMENT
ISSUE DATE:
1
2
3
4
15
16
17
18
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
G-003
LIFE SAFETY LEGEND
1HR
2HR
DORMITORY (1:50)
190
240
STORAGE & MECHANICAL (1:300)
1-HOUR PARTITION/BARRIER
2-HOUR PARTITION/BARRIER
BUILDING AREA
TRAVEL DISTANCE
FIRST FLOOR
OCCUPANCY LOAD NUMBER AT
EXIT COMPONENT
OCCUPANCY COUNT
EXIT COMPONENT MAXIMUM
OCCUPANY CAPACITY NUMBER
DORMITORY OCCUPANTS
(FIRST FLOOR)
MULTI-PURPOSE TYPE FIRE EXTINGUISHER
WALL BRACKET MOUNTED AT 48" AFF
BUSINESS (1:100)
Frankfurt Short Bruza
18,716 GSF
Architects Engineers Planners
1
MULTI-PURPOSE TYPE FIRE
EXTINGUISHER
SEMI - RECESSED CABINET
MOUNT TOP OF CABINET AT 54" AFF MAX.
ASSEMBLY UNCONCENTRATED (1:15)
157
ASSEMBLY - UNCONCENTRATED
(FIRST FLOOR)
237
ACCESSORY STORAGE
(FIRST FLOOR)
22
BUSINESS (FIRST FLOOR)
D
4
E
O F O K LA
H
PHILIP G.
McNAYR
2134
A
EXIT LIGHT
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
OM
D
5
BUILDING DATA
C
EN
EC
LI
T
4
OCCUPANCY LEGEND
T
3
1
3
2
4
7
5
9
8
10
11
12
14
15
16
UP
DN
156
160
17
18
38
DORM
165
DORM
122
DORM
121
TRAVEL
DISTANCE
131'
DORM
120
TRAVEL
DISTANCE
50'
University of Central Oklahoma
Murdaugh Hall Renovation
CORR.
H101
DORM
163
DORM
119
PLAZA
C
C
MECH.
168
2HR
2HR
2HR
2HR
2HR
2HR
2HR
5
DORM
160
89'
89'
10
MEN'S RR
161
MEN'S RR
118
HALL
DIRECTOR
APARTMENT
144
CORR.
H169
HALL
DIRECTOR
APARTMENT
140
FRONT DESK
128
RA OFFICE
126
2HR
MECHANICAL
CLOSET
100B
DORM
156
LOUNGE
130
BONUS DORM
ROOM
141A
HOUSEKEEPING
CLOSET
100A
BONUS DORM
ROOM
143
20
4/15/2016 5:02:30 PM
DORM
151
UP
BONUS DORM
ROOM
123
DN
DN
C
HK CLOSET
100E
HOUSEKEEPING
CLOSET
100F
19
11
RR
141B
DORM
111
80'-0"
82'
UP
DORM
152
5
2HR
2HR
DORM
154
2HR
2HR
2HR
2HR
DORM
113
CORR.
H101
RR
124A
RR
144A
2HR
B
BONUS DORM
ROOM
124
2HR
DORM
158
DORM
115
149
160
149
160
B
B
DORM
117
2HR
DORM
162
20
IT
A
35
DORM
164
D A RCH
DN
153
160
A
DORM
166
SE
BONUS DORM
ROOM
123A
RR
123B
DORM
109
B
C
20
STAIR
S12
STAIR
S13
DORM
108
DORM
107
Edmond, Oklahoma
2
ST A
1
REVISION HISTORY:
GAME ROOM
130A
DORM
150
22
340
DORM
105
78'
DORM
106
78'
DORM
149
19
340
DORM
147
DORM
148
DORM
104
5
6
7
9
8
10
11
12
13
DORM
103
14
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DORM
146
DORM
145
1
CODE COMPLIANCE PLAN - FIRST FLOOR
DESIGNED BY:
DORM
102
SCALE: 1/8" = 1'-0"
BDF
DORM
101
DRAWN BY:
LGN
REVIEWED BY:
38
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
D
A
35
JBC
D
A
153
160
156
160
DN
PROJECT MANAGER:
TJC
PROJECT NUMBER:
DN
20141700
SHEET TITLE:
CODE COMPLIANCE PLAN FIRST FLOOR
1
2
3
4
15
16
17
18
ISSUE DATE:
03/30/16
N
SHEET NUMBER:
0
1
2
3
4
5
4'
8'
16'
G-004
4
OCCUPANCY LEGEND
LIFE SAFETY LEGEND
1HR
2HR
DORMITORY (1:50)
190
240
STORAGE & MECHANICAL (1:300)
BUILDING AREA
TRAVEL DISTANCE
SECOND FLOOR
OCCUPANCY LOAD NUMBER AT
EXIT COMPONENT
OCCUPANCY COUNT
EXIT COMPONENT MAXIMUM
OCCUPANY CAPACITY NUMBER
DORMITORY OCCUPANTS
(SECOND FLOOR)
211
ACCESSORY STORAGE
(SECOND FLOOR)
2
Frankfurt Short Bruza
17,407 GSF
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
MULTI-PURPOSE TYPE FIRE EXTINGUISHER
WALL BRACKET MOUNTED AT 48" AFF
H
PHILIP G.
McNAYR
2134
A
EXIT LIGHT
O F O K LA
OM
D
E
C
EN
EC
LI
T
BUSINESS (1:100)
D
1-HOUR PARTITION/BARRIER
2-HOUR PARTITION/BARRIER
1
MULTI-PURPOSE TYPE FIRE
EXTINGUISHER
SEMI - RECESSED CABINET
MOUNT TOP OF CABINET AT 54" AFF MAX.
ASSEMBLY UNCONCENTRATED (1:15)
5
BUILDING DATA
T
3
2
ST A
1
1
3
2
4
7
5
9
8
10
11
12
14
15
16
17
SE
D A RCH
IT
DN
18
DN
DN
118
160
118
160
A
C
2HR
2HR
2HR
2HR
2HR
2HR
2HR
2HR
5
89'
89'
5
B
B
2HR
2HR
2HR
2HR
2HR
5
2HR
2HR
2HR
5
2HR
2HR
42
47
181'
42
181'
47
B
B
C
4/15/2016 5:02:39 PM
C
Edmond, Oklahoma
C
University of Central Oklahoma
Murdaugh Hall Renovation
A
78'
78'
REVISION HISTORY:
5
6
7
8
9
10
11
12
13
1
14
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
1
BDF
CODE COMPLIANCE PLAN - SECOND FLOOR
DRAWN BY:
LGN
SCALE: 1/8" = 1'-0"
REVIEWED BY:
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
JBC
A
D
A
D
DN
TJC
PROJECT NUMBER:
118
160
DN
118
160
PROJECT MANAGER:
20141700
SHEET TITLE:
CODE COMPLIANCE PLAN SECOND FLOOR
1
2
3
4
15
16
17
18
ISSUE DATE:
03/30/16
N
SHEET NUMBER:
0
1
2
3
4
5
4'
8'
16'
G-005
4
OCCUPANCY LEGEND
LIFE SAFETY LEGEND
1HR
2HR
DORMITORY (1:50)
190
240
STORAGE & MECHANICAL (1:300)
BUILDING AREA
TRAVEL DISTANCE
THIRD FLOOR
OCCUPANCY LOAD NUMBER AT
EXIT COMPONENT
OCCUPANCY COUNT
EXIT COMPONENT MAXIMUM
OCCUPANY CAPACITY NUMBER
DORMITORY OCCUPANTS
(THIRD FLOOR)
Frankfurt Short Bruza
17,407 GSF
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
211
ACCESSORY STORAGE
(THIRD FLOOR)
2
MULTI-PURPOSE TYPE FIRE EXTINGUISHER
WALL BRACKET MOUNTED AT 48" AFF
H
PHILIP G.
McNAYR
2134
A
EXIT LIGHT
O F O K LA
OM
D
E
C
EN
EC
LI
T
BUSINESS (1:100)
D
1-HOUR PARTITION/BARRIER
2-HOUR PARTITION/BARRIER
MULTI-PURPOSE TYPE FIRE
1
EXTINGUISHER
SEMI - RECESSED CABINET
MOUNT TOP OF CABINET AT 54" AFF MAX.
ASSEMBLY UNCONCENTRATED (1:15)
5
BUILDING DATA
T
3
2
ST A
1
1
3
2
4
7
5
9
8
10
11
12
14
15
16
SE
D A RCH
IT
17
DN
18
59
160
59
160
DN
A
C
2HR
2HR
2HR
2HR
2HR
2HR
2HR
2HR
5
89'
89'
5
B
2HR
2HR
1HR
2HR
2HR
2HR
5
2HR
2HR
2HR
B
5
2HR
181'
42
181'
47
47
42
B
B
C
4/15/2016 5:02:48 PM
C
Edmond, Oklahoma
C
University of Central Oklahoma
Murdaugh Hall Renovation
A
78'
78'
REVISION HISTORY:
1
5
6
7
9
8
10
11
12
13
14
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
1
BDF
CODE COMPLIANCE PLAN - THIRD FLOOR
DRAWN BY:
LGN
SCALE: 1/8" = 1'-0"
REVIEWED BY:
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
JBC
A
A
D
PROJECT MANAGER:
TJC
PROJECT NUMBER:
D
20141700
59
160
DN
59
160
DN
1
3
2
4
15
DN
SHEET TITLE:
CODE COMPLIANCE PLAN THIRD FLOOR
16
17
18
ISSUE DATE:
DN
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
G-006
1
2
3
4
5
GENERAL NOTES
3
4' MANHOLE
12" FL= 1208.81
N: 239797.61
E: 2125292.63
4' MANHOLE
12" FL= 1209.05
N: 239796.96
E: 2125247.96
STEEL PIPE RISER
THREADED TOP,
FLANGE BOTTOM
INSIDE CHROMEPLATED SLEEVE
1
5" STORZ CONNECTION, COMPLETE WITH
ALL UNDERGROUND PIPING, RISER PIPE
& ACCESSORIES. COORDINATE WITH
CITY OF EDMOND FIRE DEPARTMENT FOR
HARDWARE REQUIREMENTS.
3
D
D
12" HDPE
CLEANOUT
10" FL= 1209.68
N: 239792.48
E: 2125156.80
D
D
ESCUTCHEON
PLATE
TOP OF SLAB
SET FLUSH WITH
FINISH GRADE
4' MANHOLE
15" FL= 1208.37
12" FL= 1208.62
N: 239772.74
E: 2125316.57
PE
D
"H
12
10" HDPE
CO
12" HDPE
PE
12" HD
D
15" HDPE
1
12" HDPE
CO
MJ DUCTILE
IRON ELBOW
WITH RETAINING
GLAND
1
4
1
3
1
DUCTILE
IRON PIPE
4'-0"
DIP RISER
CLEANOUT
12" FL= 1209.49
N: 239746.80
E: 2125057.05
36" SQUARE x 6" CONC SLAB REINF
WITH #4 BARS @ 12" OCEW
MID-DEPTH
2'-6"
REMOTE FIRE DEPARTMENT
CONNECTION
1
2
EXISTING OR
FINISHED GRADE
1
1
MARKING
TAPE
2
5
4
CO
CLEANOUT
12" FL= 1207.93
N: 239614.35
E: 2125245.55
E
DP
"H
12
12
"H
D
PE
4' MANHOLE
15" FL= 1207.33
N: 239565.55
E: 2125318.14
15" HDPE
1
W
B
2"
EXP. MAT'L.
ALL-AROUND
4"
1
1
EXISTING AREA INLET
15" FL= 1207.25
N: 239554.55
E: 2125307.42
1'-0"
6"
6"
#3 PERIMETER
BAR, LAP 1'-0"
6" CAST IRON SOIL
PIPE (PE x PE) RISER
CONC ANCHOR
APPROX 2' x 2' x 2'
STORM
DRAIN PIPE,
SEE PLAN
6"
FLOW
4"
PLUG FOR FIRST
DRAIN ON RUN
4"
8"
12"
18" MIN.
1" BYPASS
3"
1" GATE
VALVE
6
3"
CLEANOUT
12"
4x dia.
3" METER (METER
TO BE PURCHASED
THROUGH CITY OF
EDMOND)
18"
CITY OF EDMOND
METER VAULT
MANHOLE RING &
COVER
CONCRETE WALL
REINFORCEMENT NOT
SHOWN FOR CLARITY
DETAIL A
6"
WALLS
DETAIL 'A'
#7 - ENTRY WELL DRAIN DETAIL
KEYED NOTES
6"
WALLS
2'-0"
4"
3" CL
3"
3"
6"
2'-0"
2'-0"
4
6"
5'-4"
3" CL
#4 @ 12" OC EW
IN CENTER OF WALLS
TYPICAL FOR WALLS
WITHOUT PIPES
PEDESTRIAN SAFE
CAST IRON GRATE
6"
3. SIDEWALK REMOVE AND REPLACE. RE: 4/C-501.
#5 - WATER LINE TRENCH SECTION
1. COMPACT BEDDING MATERIAL TO 95% ASTM D698
DENSITY (STANDARD PROCTOR). COMPACT
CAREFULLY WITH SMALL MANUALLY OPERATED
VIBRATORY COMPACTION EQUIPMENT.
2. INITIAL BACKFILL: FOR ALL AREAS INITIAL BACKFILL
SHALL BE CRUSHED STONE SCREENINGS, PLACED
TO A DEPTH OF 12" ABOVE TOP OF BEDDING
MATERIAL AS SHOWN. PLACE IN 6" LIFTS &
COMPACT TO 95% STANDARD PROCTOR DENSITY.
FOR DUCTILE IRON PIPE, INITIAL BACKFILL
MATERIAL IS NOT REQUIRED; FINAL BACKFILL
MATERIAL MAY BE USED FOR ALL BACKFILL.
3. FINAL BACKFILL: UNDER PAVEMENTS USE
GRANULAR SOILS SUCH AS COARSE SANDS AND
GRAVELS, WITH NOT MORE THAN 15% PASSING
THE #200 SIEVE (FINES). ALL FINES SHALL HAVE A
MAXIMUM PLASTICITY INDEX (PI) OF 12 AND A
LIQUID LIMIT NOT GREATER THAN 35. PLACE
BACKFILL IN LIFTS NOT GREATER THAN 8" LOOSE
THICKNESS FOR COMPACTION WITH HEAVY
EQUIPMENT, AND NOT MORE THAN 6" LOOSE
THICKNESS FOR COMPACTION WITH MANUALLY
OPERATED VIBRATORY COMPACTORS. COMPACT
EACH LIFT TO 98% STANDARD PROCTOR DENSITY
(ASTM D698). IN OPEN AREAS NOT TO BE OCCUPIED
BY BUILDINGS OR PAVEMENTS, FINAL BACKFILL
MAY BE MADE WITH EXCAVATED SOILS, PLACED IN
LIFTS AS NOTED ABOVE, AND COMPACTED TO 95%
ASTM D698 DENSITY.
4. HEIGHT OF VERTICAL TRENCH SIDES FOR
UNSHORED TRENCH SHALL BE GOVERNED BY
CURRENT OSHA REGULATIONS AND SLOPE
STABILITY RECOMMENDATIONS OF THE
GEOTECHNICAL ENGINEER. HEIGHT SHALL NOT
EXCEED 4 FEET, IN ANY CASE, UNLESS TRENCH IS
SHORED AND BRACED FROM TOP TO BOTTOM.
REVISION HISTORY:
8. FINISHED GRADE UNDER PAVEMENTS OR SLABS
ON GRADE. FINISHED GRADE FOR TOP OF
BACKFILL IS BOTTOM OF BASE COURSE SHOWN ON
PAVEMENT OR SLAB SECTIONS. FINISHED GRADE
IN GRASSED AREAS IS BOTTOM OF TOPSOIL
COURSE.
DESCRIPTION
C
7
STD HOOK BARS
DESIGNED BY:
RFK
DRAWN BY:
JMS
REVIEWED BY:
PROJECT MANAGER:
A
C
7
TJC
PROJECT NUMBER:
BEFORE
YOU DIG..
20141700
OKLAHOMA
ONE-CALL
SYSTEM, INC.
SHEET TITLE:
UTILITY PLAN
CALL OKIE
2"
9"
#4 @ 12" OC EW
1'-0"
6" AGGREGATE BASE
AS SPECIFIED COMPACTED TO
95% ASTM D1557 DENSITY
7
THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM
THE INFORMATION AVAILABLE. THIS IS NOT IMPLIED NOR INTENDED TO
BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES
FROM ANY DAMAGE.
ISSUE DATE:
03/30/16
SHEET NUMBER:
ENTRY WELL DRAIN
CU101
DETAIL 'C'
3
DATE
PROJECT INFORMATION:
CALL 811 ANYWHERE
INCREASE SLAB
THICKNESS AS REQUIRED
2
B
GWJ
DETAIL 'B'
DOMESTIC WATER METER PIT
1
3
1
#5 BARS
12"c/c
EACH WAY
#5 BARS
12"c/c
EACH WAY
3
4"
2" CL
8" HDPE
8"
3" STRAINER
3"
VARIES - SEE PLAN
3" GATE
VALVE
3" CL
4. TYPICAL WALL REINFORCEMENT AT PIPE.
4"
8" MIN
3" METER (METER
TO BE PURCHASED
THROUGH CITY OF
EDMOND)
PROVIDE CORNER BARS
FOR ALL HORIZ REINF
IN WALLS
1" BITUMINOUS
EXPANSION
MATERIAL (TYP.)
3" CHECK
VALVE
12"
3" GATE
VALVE
8"
36"
A
1'-6"
3500 PSI
CONCRETE
3500 PSI
CONCRETE
#6 BARS
12"c/c
EACH WAY
CITY OF EDMOND
WATER PIT COVER
1. NEW WINDOW WELL DRAIN, RE: 2/CU101.
7. REMOVE ANY UNSTABLE MATERIAL FROM THE
TRENCH BOTTOM AND REPLACE WITH SELECT
GRANULAR MATERIAL AS SPECIFIED.
3. SPACE REINFORCEMENT AROUND PIPE AT NOT
MORE THAN 6" OC HORIZONTAL AND VERTICAL OR
CLOSER AS SHOWN.
2
1'-6"
CITY OF EDMOND
METER VAULT
MANHOLE RING &
COVER
C
6. WATER LINE PIPE: AS SPECIFIED.
2. BACKFILL AROUND INLET WITH SATISFACTORY
SOILS COMPACTED TO 95% ASTM D1557 DENSITY
IN 6" LIFTS WITH MANUALLY OPERATED PLATE
COMPACTORS.
2
9'-10"
H. ALL WATER LINES SHALL BE CONSTRUCTED WITH
RESTRAINED JOINTS OR THRUST BLOCKS IN
ACCORDANCE WITH CITY OF EDMOND STANDARD
DRAWING WL-08.
1. SEE PLANS FOR FLOW ELEVATION.
PLACE 2-#4 @ 4"
C-C @ TOP OF WALLS
#5 BARS
12"c/c
EACH WAY
F. CONSTRUCTION FENCE SHALL BE PLACED ALONG THE
PROJECT LIMIT LINE EXCEPT WHERE SHOWN
OTHERWISE ON THIS PLAN. AREAS OUTSIDE THE
CONSTRUCTION FENCE BUT INSIDE THE PROJECT LIMIT
LINE SHALL BE COORDINATED IN CONSTRUCTION
PHASING SO AS TO MINIMIZE DISRUPTION OF TRAFFIC
AND PEDESTRIAN ACCESS. WORK AREAS SHOWN
OUTSIDE THE LIMITS OF CONSTRUCTION FENCE
SHOWN ON THIS PLAN SHALL BE PROTECTED BY
CONSTRUCTION FENCE DURING THOSE TIMES WHEN
WORK IS TAKING PLACE IN THE AFFECTED AREAS.
6"
3500 PSI
CONCRETE
ADD 1-#4 DIAGONAL BAR
EACH SIDE PIPE IN WALLS
12"
18" MIN.
3" GATE
VALVE
8"
6"
6'-0"
3" GATE
VALVE
15891
5. SIDES OF TRENCH ABOVE 4 FEET IN HEIGHT MUST
BE LAID BACK ON STABLE SLOPES FOR EXISTING
SOILS, AS DETERMINED BY A PROFESSIONAL
GEOTECHNICAL ENGINEER AND MUST BE IN
ACCORDANCE WITH CURRENT OSHA
REGULATIONS.
3" STRAINER
3" CHECK
VALVE
RUSSELL
FRANK
KETNER
2. NEW ENTRY WELL DRAIN, RE:7/CU101.
FERRULE AND SCREW PLUG
COUNTERSUNK AS SHOWN
WHERE MAIN SIZE IS
LARGER THAN RISER SIZE,
FURNISH REDUCING
BRANCH WYE AND/OR
BENDS
1
SUMP
D
E. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES
THAT PASS THROUGH THE PROJECT SITE. THESE
UTILITIES ARE ACTIVE AND THEY SHALL NOT BE
DISRUPTED. ANY DAMAGE TO EXISTING UTILITIES
SHALL BE REPAIRED TO THE SATISFACTION OF THE
UTILITY OWNER AT THE CONTRACTOR'S EXPENSE.
#1 - UTILITY PLAN
D
TOP OF GRATE
1
1
5
UTILITY PLAN
FRAME TO FIT
GRATE
D. THE CONTRACTOR SHALL FIELD-VERIFY THE LOCATION
AND DEPTHS OF ALL UTILITIES. CARE SHALL BE
EXERCISED TO AVOID DAMAGE TO EXISTING UTILITY
LINES AND PREVENT LOSS OF SERVICE TO ADJACENT
FACILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL
BE REPAIRED TO THE OWNER'S SATISFACTION AT THE
CONTRACTOR'S EXPENSE.
SHEET KEYED NOTES
WATER LINE TRENCH
SECTION
18" x 18" x 6" CONCRETE
PAD FINISH GRADE
15
"H
D
PE
3" TAP, 3" METER
VAULT, RE: 3/CU101
1
C. ALL EMBANKMENTS AND BACKFILL SHALL MEET
CITY OF EDMOND STANDARD SPECIFICATION
615.03 (g).
D
4' MANHOLE
15" FL= 1207.46
12' FL = 1207.71
N: 239583.62
E: 2125276.75
3
18"
INITIAL
BACKFILL 2
W =PIPE OD + 2'
7
3
D
#5 BARS
12"c/c
EACH WAY
15" HDPE
12
"H
DP
E
3
4' MANHOLE
15" FL= 1208.32
12" FL= 1208.57
N: 239582.25
E: 2125100.55
3
8"x 6" TAPPING
SLEEVE AND VALVE
FINAL
BACKFILL 3
PIPE BEDDING
1
MATERIAL
6
CLEANOUT
12" FL= 1208.82
N: 239624.35
E: 2125129.37
CO
CLEANOUT
12" FL= 1208.88
N: 239628.43
E: 2125057.94
LAY BACK SIDES TO
STABLE SLOPE
TRENCH SIDE
IF SHORED &
BRACED
4'-0" MAX
12" HDPE
12" HDPE
3
CO
Telephone 405.840.2931
Facsimile 405.842.7750
www.fsb-ae.com
1
12" HDPE
8" HDPE
8" HDPE
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
B. IN INSTANCES WHERE FLOW LINES ARE NOT
INDICATED ON THE DRAWINGS, MAIN SHALL BE
CONSTRUCTED WITH A MINIMUM OF 4'-0" COVER,
OR AS DIRECTED BY THE CITY ENGINEER AND IN
ACCORDANCE WITH OKLAHOMA STATE
DEPARTMENT OF ENVIRONMENTAL QUALITY
STANDARDS.
G. ALL BURIED METAL (INCLUDING, BUT NOT LIMITED TO,
STEEL AND CAST OR DUCTILE IRON) FIXTURES, PIPES
AND FITTINGS SHALL USE STAINLESS STEEL NUTS AND
BOLTS (WHERE APPLICABLE) AND SHALL BE
PROTECTED FROM CORROSION BY POLYETHYLENE
WRAPPING AS SPECIFIED.
TRACING WIRE
1
C
8
12"
REMOTE FDC,
RE: 4/CU101
Frankfurt Short Bruza
Architects Engineers Planners
University of Central Oklahoma
Murdaugh Hall Utility Repairs
4' MANHOLE
12" FL= 1209.18
10" FL = 1209.35
N: 239792.75
E: 2125223.09
A. ALL EXISTING WATER MAINS BEING ABANDONED
BY ANY PROJECT ARE TO REMAIN THE PROPERTY
OF THE CITY OF EDMOND, AND SHALL BE
SALVAGED FOR THE CITY WATER DEPARTMENT.
4
5
2
3
4
SMOOTH FINISH
TOOLED 18"R
3/8"
1
1 1/2"
1
2"
4"
TYP.
SILICONE SEALANT
2" CLR
PAVEMENT REINFORCING
CONTINUOUS @ JOINT.
4"
1 1/2"
12"
5"
TRACING WIRE
TRENCH SIDE
IF SHORED &
BRACED
FINAL
3
BACKFILL
INITIAL
2
BACKFILL
FIN GRADE
8"R
TOOL JOINT
ANTICIPATED SHRINKAGE
CRACK
TOOLED JOINT DIMENSIONS MAY VARY SLIGHTLY FROM NOTE:
THOSE SHOWN TO SUIT STANDARD DEEP BIT
GROOVING TOOLS.
NOTE:
T = PAVEMENT THICKNESS
1
CONTINUOUSLY REINF
CONTRACTION JOINT (SJ)
2
SIDEWALK TOOLED
JOINT (STJ)
NEENAH FOUNDRY R-1682-S
MANHOLE FRAME & COVER OR
APPROVED EQUAL. STAMP
COVER WITH "STORM SEWER".
12" CAST IRON
DOME GRATE
3
1'-0"
4" COMPACTED 1-1/2"
CRUSHED ROCK
6
JOINTS:
CONSTRUCT TOOLED JOINT (STJ) EVERY 5 FEET, CONSTRUCT
EXPANSION JOINT (SWEJ) NOT TO EXCEED EVERY 50 FEET.
CAP STRIPS MAY BE USED. DEPTHS SHOWN SHALL
BE STRICTLY ADHERED TO.
7
CONCRETE MINIMUM 3500 psi COMPRESSIVE STRENGTH
512 SACK MIX, MAX 4" SLUMP, 4-6% AIR ENTRAINED
SIDEWALK EXPANSION
JOINT (SWEJ)
4
TYPICAL SIDEWALK DETAIL
5
WINDOW WELL DRAIN
D
RUSSELL
FRANK
KETNER
15891
W =PIPE OD + 2'
STORM SEWER
TRENCH SECTION
SHEET KEYNOTES
#5 - STORM SEWER TRENCH SECTION
TOP OF NEW PAVEMENT
OR FINISHED GRADE
STD PRECAST
CONE SECTION
VARIES
1. COMPACT BEDDING MATERIAL TO 95% ASTM D698
DENSITY (STANDARD PROCTOR). COMPACT
CAREFULLY WITH SMALL MANUALLY OPERATED
VIBRATORY COMPACTION EQUIPMENT.
2. INITIAL BACKFILL: FOR ALL AREAS INITIAL
BACKFILL SHALL BE CRUSHED STONE
SCREENINGS, PLACED TO A DEPTH OF 12" ABOVE
TOP OF BEDDING MATERIAL AS SHOWN. PLACE IN
6" LIFTS & COMPACT TO 95% STANDARD PROCTOR
DENSITY. FOR DUCTILE IRON PIPE SEWERS INITIAL
BACKFILL MATERIAL IS NOT REQUIRED; FINAL
BACKFILL MATERIAL MAY BE USED FOR ALL
BACKFILL.
BRICK MASONRY, PRECAST
OR CAST-IN-PLACE RING
5"
MH DIA
(SEE SCHED)
RUBBER RING
JOINTS
1'-0"
8" HDPE
D. STEEL GRATING SHALL BE GALVANIZED AFTER
FABRICATION.
PIPE BEDDING
1
MATERIAL
SD OUTFALL
SD LINE
t
INNER FACE
OF MANHOLE
MASTIC SEALER TO
BE PLACED BEFORE
SECTIONS ARE SET
FORMED SEAT 2"
DEEP x 6" WIDE
AROUND PERIM
2"
3" MIN
2"
3" MIN
8" MIN.
#5 BARS @ 12" OC
(HOOP BARS)
#5 BARS @ 24" OC
AROUND PERIMETER
MASTIC SEALER TO
BE PLACED BEFORE
SECTIONS ARE SET
2-#5 CONTINUOUS
AROUND PERIMETER
T (T=t+4")
CRUSHED STONE
UNDER MANHOLE
SD
OUTFALL
SD LINE
1'-0"
4. HEIGHT OF VERTICAL TRENCH SIDES FOR
UNSHORED TRENCH SHALL BE GOVERNED BY
CURRENT OSHA REGULATIONS AND SLOPE
STABILITY RECOMMENDATIONS OF THE
GEOTECHNICAL ENGINEER. HEIGHT SHALL NOT
EXCEED 4 FEET, IN ANY CASE, UNLESS TRENCH IS
SHORED AND BRACED FROM TOP TO BOTTOM.
COMPACTED PIPE
BEDDING MATERIAL
1'-0"
#5 BARS @ 8" OCEW
6" MIN
3" CLR
CRUSHED STONE
UNDER MANHOLE
B
NOTE: ALTERNATE DETAILS FOR PRECAST OR
CAST-IN-PLACE MANHOLES MAY BE
SUBMITTED FOR REVIEW & APPROVAL.
7
C
3. FINAL BACKFILL: UNDER PAVEMENTS USE
GRANULAR SOILS SUCH AS COARSE SANDS AND
GRAVELS, WITH NOT MORE THAN 15% PASSING
THE #200 SIEVE (FINES). ALL FINES SHALL HAVE A
MAXIMUM PLASTICITY INDEX (PI) OF 12 AND A
LIQUID LIMIT NOT GREATER THAN 35. PLACE
BACKFILL IN LIFTS NOT GREATER THAN 8" LOOSE
THICKNESS FOR COMPACTION WITH HEAVY
EQUIPMENT, AND NOT MORE THAN 6" LOOSE
THICKNESS FOR COMPACTION WITH MANUALLY
OPERATED VIBRATORY COMPACTORS. COMPACT
EACH LIFT TO 98% STANDARD PROCTOR DENSITY
(ASTM D698). IN OPEN AREAS NOT TO BE
OCCUPIED BY BUILDINGS OR PAVEMENTS, FINAL
BACKFILL MAY BE MADE WITH EXCAVATED SOILS,
PLACED IN LIFTS AS NOTED ABOVE, AND
COMPACTED TO 95% ASTM D698 DENSITY.
5" MIN WALL
VARIES
6
COMPACTED SUBGRADE
4
Telephone 405.840.2931
Facsimile 405.842.7750
www.fsb-ae.com
1' MIN
STANDARD PRECAST
SECTIONS (TYPE AND
QUANTITIES TO MEET LINE
DEPTH REQUIREMENTS)
C
DRAIN BASIN
8"
IN GRASSED AREAS, TOP
OF MANHOLE TO BE A
MINIMUM OF 4" ABOVE
FINISHED GRADE
EXPANSION JOINT
NOTES:
1) SAWCUT AND
REMOVE EXISTING
CONCRETE FOR
INSTALLATION OF
NEW DRAIN.
2) REPLACE
CONCRETE AROUND
NEW DRAIN TO
MATCH EXISITNG
CONCRETE.
3) DOWEL INTO
EXISTING CONCRETE
A MINIMUM OF 6". #3
DOWELS x 12". 4
DOWELS PER DRAIN.
9"
PREMOLDED EXPANSION
JOINT MATERIAL
MAX SPACING 50 FEET
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
C.MAIN BARS TO BE 4" DEEP BY 3 8" THICK, SPACED
AT 13 8" OC AND CROSS BARS SHALL BE WELDED
USING 12" ROUNDED BARS SPACED 4" OC
ADDITIONAL CROSS BARS SHALL BE WELDED TO
MAIN BARS AS SHOWN.
6"
1
Frankfurt Short Bruza
Architects Engineers Planners
6"
T
4'-0" MAX.
1" MIN
D
2"
#5 - AREA INLET DETAIL
B. GRATING MATERIAL SHALL CONFORM TO ASTM
A36 STEEL SPECIFICATIONS FOR MAIN BEARING
BARS.
CONCRETE PAVEMENT
1
GENERAL NOTES
A.STEEL GRATING TO BE IKG INDUSTRIES STYLE HW,
TYPE C18C OR APPROVED EQUAL.
MARKING
TAPE
#3 BARS @ 16" OCEW,
MID-DEPTH OF PVMT.
2% MAX
LAY BACK
5
SIDES TO
STABLE SLOPE
EXISTING OR
8
FINISHED GRADE
FORMS SHALL BE FULL-DEPTH OF SIDEWALK
1
4" TIGHT FLOAT
2" DEEP TOOLED DUMMY
3
FINISH BAND
JOINT WITH 8" TROWELLED
RADIUS BOTH SIDES.
STIFF-BRISTLE BROOM FINISH
PRODUCE APPROX. 132" TOOTH
WIDTH VARIES (SEE PLANS)
SAWED JOINT
RE: X/C-5XX
5
STORM DRAIN MANHOLE
DIAMETER SCHEDULE
PIPE SIZE MIN MH Ø
(IN)
(FT)
24 & LESS
30
36
42
48
54
60
5. SIDES OF TRENCH ABOVE 4 FEET IN HEIGHT MUST
BE LAID BACK ON STABLE SLOPES FOR EXISTING
SOILS, AS DETERMINED BY A PROFESSIONAL
GEOTECHNICAL ENGINEER AND MUST BE IN
ACCORDANCE WITH CURRENT OSHA
REGULATIONS.
4.0
5.0
5.0
5.0
5.5
6.0
6.5
B
6. STORM PIPE: AS SPECIFIED.
7. REMOVE ANY UNSTABLE MATERIAL FROM THE
TRENCH BOTTOM AND REPLACE WITH SELECT
GRANULAR MATERIAL AS SPECIFIED.
STORM SEWER MANHOLE DETAIL
University of Central Oklahoma
Murdaugh Hall Utility Repairs
1
REVISION HISTORY:
8. FINISHED GRADE UNDER PAVEMENTS OR SLABS
ON GRADE. FINISHED GRADE FOR TOP OF
BACKFILL IS BOTTOM OF BASE COURSE SHOWN
ON PAVEMENT OR SLAB SECTIONS. FINISHED
GRADE IN GRASSED AREAS IS BOTTOM OF
TOPSOIL COURSE.
#5 - AREA INLET DETAIL
1. SEE PLANS FOR FLOW ELEVATION.
2. BACKFILL AROUND INLET WITH SATISFACTORY
SOILS COMPACTED TO 95% ASTM D1557 DENSITY
IN 6" LIFTS WITH MANUALLY OPERATED PLATE
COMPACTORS.
3. SPACE REINFORCEMENT AROUND PIPE AT NOT
MORE THAN 6" OC HORIZONTAL AND VERTICAL OR
CLOSER AS SHOWN.
DESCRIPTION
DATE
PROJECT INFORMATION:
4. TYPICAL WALL REINFORCEMENT AT PIPE.
DESIGNED BY:
RFK
DRAWN BY:
JMS
REVIEWED BY:
GWJ
PROJECT MANAGER:
A
A
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
CIVIL DETAILS
1
ISSUE DATE:
03/30/16
SHEET NUMBER:
C-501
1
2
3
4
5
5
4
3 1/4"
4"
5'-0"
1/2" DIA STEEL
PICKETS SPACED 4"
CLEAR MAX
8"
8"
4'-11"
4"
FINISH GRADE
#4 VERT @ 12" OC
CONCRETE
BRIDGE
CAST IN PLACE
CONCRETE
FOOTING
PHILIP G.
McNAYR
2134
1
1" CHAMFER
CAST IN PLACE
CONCRETE
RETAINING WALL
BEYOND
H
EN
C
#4 DOWEL INTO WALL
@ 12" O.C. W/ HILTI HY-200
(4 1/2" EMBED)
TYP @ RETAINING WALLS
D
LI
CAST IN PLACE
CONCRETE
RETAINING WALL
#4 @ 12" O.C.E.W.
#4 HORIZ @ 9" OC
O F O K LA
A
6
A-102
E
OM
CONCRETE
SLAB
EMBED PLATE 1/2" X 4 1/2" X
4 1/2" W/ (4) 1/2" X 12"
DEFORMED BAR ANCHORS
ON 3 1/2" X 3 1/2" PATTERN
SE
D A RCH
IT
1 1/2" CLEAR COVER
1'-0"
1" CHAMFER
1 3/4"
1" CHAMFER
5'-3"
#4 @ 12" O.C.E.W.
AT MID - THICKNESS
(TYP. @ RAMPS)
T
1" CHAMFER
1/2" CHAMFER
TYP ALL RETAINING WALLS
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
EC
1
1 3/4"
1 1/2"
D
1 1/2" DIA STEEL
PIPE GUARDRAIL
VARIES
1
3/16
3'-6"
1 3/4"
Frankfurt Short Bruza
Architects Engineers Planners
EPOXY BARS INTO WALL
(4 1/2" EMBEDED)
4"
3'-0"
3'-6"
1
1 1/2" DIA STEEL
PIPE GUARDRAIL
POSTS AT 4' OC
MIN
3'-2"
4 3/4"
4
A-102
8"
1 3/4"
CLEAR
1 1/2" DIA STEEL
PIPE HANDRAIL
1 3/4"
3 1/4"
TYP STEEL TUBE POST AT
GUARD
5'-0"
5'-0"
CLEAR
1 1/2"
T
3
2
ST A
1
#4 @ 12" OC
1 1/2"
7
A-102
10"
5'-0"
3" CONC COVER
IN FOOTING
3"
FINISH GRADE
RAMP SECTION
1'-0"
SCALE: 3/4" = 1'-0"
8"
1'-0"
University of Central Oklahoma
Murdaugh Hall Renovation
2'-8"
16'-3 1/4"
3 1/4"
5'-2 3/4"
EQ
4"
EQ
2 3/4"
10'-8 1/2"
EQ
EQ
2
EQ
RAMP SECTION
6
SCALE: 3/4" = 1'-0"
SECTION DETAIL (TYPICAL RAMP WALL)
SCALE: 1 1/2" = 1'-0"
2
A-102
C
C
1 1/2" DIA STEEL
PIPE GUARDRAIL.
POSTS AT 4' OC
MIN
1 1/2" DIA STEEL
HANDRAIL
1/2" DIA STEEL
PICKETS SPACED
4" CLEAR MIN
1/4" EXPANSION MATERIAL
4" 4"
1
8"
CONCRETE SLAB
TYP POST AT GUARD
REINFORCED
CONCRETE BRIDGE
6"
CONSTRUCTION
JOINT
10'-6"
3/4"
RUSTICATION
JOINT
CAST IN PLACE
CONCRETE
RETAINING WALL
EXISTING WINDOW
WELL
1 1/2" CLEAR COVER
B
3
RAMP SECTION
5
SCALE: 3/4" = 1'-0"
3/16
#4 @ 12" OC
1 1/2"
CAST IN PLACE
CONCRETE
FOOTINGS
3/16
4"
1"
1/4" NEOPRENE
BEARING PAD
8"
#4 DOWELS @ 16" O.C.
CAST IN PLACE
CONCRETE
RETAINING WALL
EMBED PLATE 1/2" X 4 1/2"
X 4 1/2" W/ (4) 1/2" X 10"
DBA ON 3 1/2" X 3 1/2"
PATTERN
1'-0"
5
A-102
1/2"
1
1 1/2"
3 1/4" 3 1/4"
ENLARGED DETAIL
7
SCALE: 6" = 1'-0"
#4 @ 8" OC
B
SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
35'-8 3/4"
4/15/2016 5:03:51 PM
2'-10 1/4"
2'-10 1/4"
3'-11 3/4"
3'-11 3/4"
3'-11 3/4"
3'-11 3/4"
3'-11 3/4"
3'-11 3/4"
2'-0 1/2"
REVISION HISTORY:
3" DIA X 1/4" STEEL
MOUNTING PLATE
W/ 3/8" FLAT HEAD
COUNTERSUNK MACHINE
BOLT EACH SIDE IN HILTI
HIS-N INSERTS IN HY-200
ADHESIVE
1
A-102
2'-10"
3
A-102
1 1/2" DIA STEEL
PIPE GUARDRAIL
POSTS AT 4' OC
MIN
4" 4"
3'-6"
3'-11 3/4"
1
1'-9 1/2"
1 1/2" DIA STEEL
PIPE HANDRAIL
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
LLS
CONCRETE
SLAB
DRAWN BY:
LLS
1" CHAMFER
REVIEWED BY:
1
MJW
3'-0"
2'-6 1/2"
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
ADDENDUM 002
DESIGNED BY:
RAMP BEYOND
1'-0"
A
Edmond, Oklahoma
1
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
CAST IN PLACE
CONCRETE
FOOTING
20141700
SHEET TITLE:
RAMP SECTIONS AND DETAILS
CONTRACTION JOINT IN
CONCRETE WALLS
5'-0"
5'-0"
5'-0"
3'-3 1/2"
1'-8 1/2"
4
1
2
5'-0"
5'-0"
5'-0"
SECTION THROUGH ADA RAMP EW
ISSUE DATE:
1
SCALE: 3/4" = 1'-0"
3
4
5
0
1"
2"
4"
0
4"
8"
1'-4"
0
8"
1'-4"
2'-8"
03/30/16
SHEET NUMBER:
A-102
5
GENERAL NOTES
4
5
7
8
9
10
11
12
14
15
16
17
13
DN
DN
18
DN
DN
A
DORM
166
5
11
2
4
11
5
11
2
4
DORM
164
C
4
2
11
1
11
2
4
DORM
165
DORM
122
DORM
163
DORM
120
5
11
2
4
11
5
11
2
4
CORR.
H101
DORM
121
DORM
119
4
2
11
1
2
4
11
PLAZA
DORM
162
4
2
5
8
11
MECH.
168
17
1
11
10
MECH.
101A
17
11
10
4
2
5
8
11
1
MEN'S RR
118
MEN'S RR
161
DORM
160
DORM
115
11
2
4
15
B
2
4
11
15
B
3
DORM
158
11
4
2
5
8
11
11
1
3
HALL
DIRECTOR
APARTMENT
144
6
11
2
4
1
16
7
11
11
11
11
FRONT DESK
128
RA OFFICE
126
LOUNGE
130
MECHANICAL
CLOSET
100C
DORM
154
DORM
152
C
DORM
150
DORM
148
UP
4
2
5
8
11
UP
11
2
4
4
2
5
8
11
4
2
5
11
8
UP
9
BONUS DORM
ROOM
141A
BONUS DORM
ROOM
143
11
11
HOUSEKEEPING
CLOSET
100A
DN
HOUSEKEEPING
CLOSET
100F
BONUS DORM
ROOM
123
6
DN
11
11
11
B
4
2
5
8
11
UP
1
11
STAIR
S12
11
DORM
108
GAME ROOM
130A
DORM
151
DORM
106
DORM
149
CORR.
H101
2
4
11
5
6
7
9
8
10
11
12
13
4
2
5
8
11
4
2
5
11
8
T
EC
D A RCH
IT
REVISION HISTORY:
DORM
105
DORM
103
2
4
11
14
SE
2
4
11
DORM
104
11
2
4
DORM
109
DORM
107
DN
STAIR
S13
11
C
2
4
11
7
DN
DORM
113
DORM
111
1
16
UP
BONUS DORM
ROOM
123A
DORM
147
2
4
11
4
2
5
8
11
HK CLOSET
100E
1
1
11
2
4
1
TPHONE
CLOSET
100D
9
B
12
11
1
BONUS DORM
ROOM
124
14
MECHANICAL
CLOSET
100B
UP
11
HALL
DIRECTOR
APARTMENT
140
DORM
156
4/15/2016 5:02:55 PM
DORM
117
PHILIP G.
McNAYR
2134
EN
DEMOLITION KEYNOTES
1. DEMO PLASTER VENEER WALL TO ACCESS
BACKSIDE OF CHASE FOR PLUMBING WORK.
PROTECT EXISTING TERRAZZO BASE. REMOVE
EXISTING WOOD TRIM PRIOR TO DEMO OF WALL
SURFACE. SAVE AND PROTECT WOOD TRIM FOR
REINSTALLATION.
2. DEMO PLASTER /METAL CHANNEL WALLS TO ACCESS
ON SIDE OF CHASE FOR PLUMBING WORK. DEMO
EXISTING WALL HUNG SINK, TOOTHBRUSH/SOAP
HOLDERS AND TOWEL RINGS. PROTECT EXISTING
TERRAZZO FLOOR AND BASE.
1
3. DEMO CLAY TERRA COTTA BLOCK WALL, PROTECT
TERRAZZO BASE.
4. DEMO EXISTING LIGHT FIXTURE. TV CABLE OUTLET
RELOCATION, REFERENCE SHEET E-401.
5. DEMO PLASTER/METAL CHASE WALLS.
6. REMOVE EXISTING WATER COOLER AND RETURN TO
OWNER. GENERAL CONTRACTOR TO REINSTALL
WATER COOLER AT SAME LOCATION. VERIFY
BACKING WITH OWNER PRIOR TO REINSTALLATION.
1
7. DEMO GYPSUM DRYWALL.
8. DEMO EXISTING LATH AND PLASTER.
9. DEMO 8" BRICK WALL TO ACCESS CHASE FOR NEW
MECHANICAL DUCT WORK.
10.DEMO EXISTING EXHAUST FAN.
11.DEMO EXISTING FAN COIL UNIT.
12.DEMO EXISTING URINAL
13.DEMO EXISTING RAMP, RAILING AND EXISTING
SIGNAGE. PROTECT BUILDING AND ITS EXISTING
SURROUNDINGS DURING THE DEMO PROCESS AND
THROUGHOUT CONSTRUCTION.
14.REMOVE EXISTING CARPET TILE AND RETURN TO
OWNER IF ALTERNATE IS ACCEPTED. GENERAL
CONTRACTOR TO STORE AND REINSTALL CARPET
TILE AT SAME LOCATION.
1
15.DEMO EXISTING FURR-OUT.
16.DEMO EXISTING DOUBLE DOORS AND WALL ABOVE
17.DEMO CONTENTS OF ROOM.
1
H
Edmond, Oklahoma
3
O F O K LA
A
2
D
E
C
1
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
OM
D
Frankfurt Short Bruza
Architects Engineers Planners
LI
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS
OF ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR
OTHER LINES SERVICING THE EQUIPMENT PER
RULES AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION BEFORE ANY WORK IS TO
PROCEED.
C. REPAIR EXISTING CONSTRUCTION, AS REQUIRED,
TO MATCH ADJACENT CONSTRUCTION IN QUALITY,
SIZE, TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.
D. GENERAL CONTRACTOR TO PROTECT EXISTING
BUILDING DURING CONSTRUCTION. GENERAL
CONTRACTOR SHALL TAKE PROPER AND
NECESSARY PRECAUTIONS TO PROTECT EXISTING
BUILDING FROM TEMPERATURE AND HUMIDITY
EXTREMES. BUILD TEMPORARY ENCLOSURES AS
REQUIRED TO ENSURE BUILDING IS PROTECTED.
REPAIR ALL WATER DAMAGED ITEMS DUE TO
CONSTRUCTION AT NO ADDITIONAL EXPENSE TO
THE OWNER.
E. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY ANY TRADE TO PROPERLY
COMPLETE THEIR WORK SHALL BE
ACCOMPLISHED AS A PART OF THEIR WORK AND
SHALL BE PART OF THE PRIME CONTRACT.
F. REFER TO PLUMBING SHEETS TO VERIFY
PLUMBING PIPING TO BE REMOVED.
G. REFER TO MECHANICAL SHEETS TO VERIFY
MECHANICAL PIPING AND EQUIPMENT TO BE
REMOVED.
University of Central Oklahoma
Murdaugh Hall Renovation
4
T
3
2
ST A
1
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
2
4
11
DESIGNED BY:
BDF
DRAWN BY:
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
LGN
A
DORM
146
D
5
4
2
11
4
2
5
11
11
1
FIRST FLOOR DEMOLITION PLAN
DORM
102
SCALE: 1/8" = 1'-0"
DORM
145
4
2
5
11
REVIEWED BY:
4
2
5
11
11
MJW
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
DORM
101
20141700
SHEET TITLE:
DEMOLITION FIRST FLOOR
PLAN
DN
DN
DN
1
3
2
ISSUE DATE:
DN
4
15
16
17
03/30/16
18
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
AD102
5
GENERAL NOTES
9
8
10
11
12
14
15
16
17
DN
DN
18
UP
A
5
UP
DORM
265
11
DORM
266
2
4
11
C
DORM
264
5
11
2
4
11
2
4
DORM
222
4
2
5
8
11
11
9
1
4
2
5
11
8
MECH.
201A
MEN'S RR
218
1 MEN'S RR
261
11
DORM
260
DORM
11
215
2
4
1
DORM
4
258
2
5
8
11
6
DORM
244
1
4/15/2016 5:03:02 PM
CORR.
H202
11
5
DORM
236
4
8
2
4
8
2
DORM
234
2
4
4
2
11
11
11
5
5
DORM
232
11
4
4
2
DORM
230
DORM
228
4
4
8
2
2
DORM
226
2
11
5
DORM
224
MECH
261A
CORR.
H201
DORM
243
2
4
11
5
11
1
DORM
252
DORM
239
DORM
241
DORM
237
2
4
8
5
11
DORM
233
DORM
235
2
4
8
5
11
2
4
11
2
4
11
DORM
231
DORM
229
2
4
8
5
11
DORM
225
2
4
11
DORM
227
2
4
8
5
11
2
4
11
4
2
5
8
11
DORM
247
2
4
11
4
2
5
11
8
5
11
DORM
209
1
11
2
4
2
4
11
4
2
5
8
11
B
8
DORM
251
2
4
11
DORM
213
2
4
7 13
3
STAIRUP
S21
DORM
223
C
DORM 11
211
1
13 7
3
UP
4
2
5
11
8
6
3
MECH.
218A
DORM
254
DORM
248
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
DORM
238
DORM
240
5
11
2
4
1
H.C.
234A
B
4
2
5
11
8
DORM
249
5
6
7
8
9
10
11
12
13
DORM
208
T
EC
IT
11
2
4
4
2
5
11
8
DORM
206
DORM
205
1
DORM
203
11
2
4
14
D A RCH
REVISION HISTORY:
DORM
207
DORM
204
11
2
4
SE
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
11
PROJECT INFORMATION:
2
4
DESIGNED BY:
BDF
DRAWN BY:
LGN
4
2
5 DORM
246
11
A
11 DORM
242
4
2
3
11
2
4
DORM
250
11
11
11
3 5
DORM
256
C
10
12
3
10
B
4
2
5
11
DORM
217
1. DEMO PLASTER/CLAY TILE BLOCK WALL TO ACCESS
BACKSIDE OF CHASE FOR PLUMBING WORK.
PROTECT EXISTING TERRAZZO BASE. REMOVE
EXISTING WOOD TRIM PRIOR TO DEMO OF WALL
SURFACE. SAVE AND PROTECT WOOD TRIM FOR
REINSTALLATION.
2. DEMO PLASTER/METAL CHANNEL WALLS TO ACCESS
ON SIDE OF CHASE FOR PLUMBING WORK. DEMO
EXISTING WALL HUNG SINK & TOOTHBRUSH/SOAP
HOLDERS. PROTECT EXISTING TERRAZZO FLOORS
AND BASE.
1
3. DEMO PLASTER VENEER PARTITION ONLY AT ONE SIDE
TO ACCESS EXISTING PLUMBING.
4. DEMO EXISTING LIGHT FIXTURE. TV CABLE OUTLET
RELOCATION, REFERENCE SHEET E-401.
5. DEMO PLASTER/METAL CHASE WALLS.
6. REMOVE EXISTING WATER COOLER AND RETURN TO
OWNER. GENERAL CONTRACTOR TO REINSTALL
WATER COOLER AT SAME LOCATION.
7. DEMO 8" BRICK TO ACCESS CHASE FOR NEW
MECHANICAL DUCT WORK.
8. DEMO EXISTING LATH AND PLASTER.
9. DEMO EXISTING EXHAUST FAN
10.DEMO EXISTING FURR-OUT
11.DEMO EXISTING FAN COIL UNIT
12.DEMO EXISTING URINAL
13.DEMO EXISTING DOUBLE DOORS, JAMB AND WALL
ABOVE
14.DEMO CONENTS OF ROOM
1
PHILIP G.
McNAYR
2134
EN
DEMOLITION KEYNOTES
11
2
4
DORM 11
219
2
4
14
11
9
DORM
221
4
2
11
1
DORM
263
11
1
MECH.
202A
14
5
11
DORM
220
4
2
11
2
4
DORM
262
5
H
Edmond, Oklahoma
7
5
O F O K LA
A
4
D
E
C
3
2
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
LI
1
Frankfurt Short Bruza
Architects Engineers Planners
OM
D
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS
OF ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR
OTHER LINES SERVICING THE EQUIPMENT PER
RULES AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION BEFORE ANY WORK IS TO
PROCEED.
C. REPAIR EXISTING CONSTRUCTION, AS REQUIRED,
TO MATCH ADJACENT CONSTRUCTION IN QUALITY,
SIZE, TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.
D. GENERAL CONTRACTOR TO PROTECT EXISTING
BUILDING DURING CONSTRUCTION. GENERAL
CONTRACTOR SHALL TAKE PROPER AND
NECESSARY PRECAUTIONS TO PROTECT EXISTING
BUILDING FROM TEMPERATURE AND HUMIDITY
EXTREMES. BUILD TEMPORARY ENCLOSURES AS
REQUIRED TO ENSURE BUILDING IS PROTECTED.
REPAIR ALL WATER DAMAGED ITEMS DUE TO
CONSTRUCTION AT NO ADDITIONAL EXPENSE TO
THE OWNER.
E. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY ANY TRADE TO PROPERLY
COMPLETE THEIR WORK SHALL BE
ACCOMPLISHED AS A PART OF THEIR WORK AND
SHALL BE PART OF THE PRIME CONTRACT.
F. REFER TO PLUMBING SHEETS TO VERIFY
PLUMBING PIPING TO BE REMOVED.
G. REFER TO MECHANICAL SHEETS TO VERIFY
MECHANICAL PIPING AND EQUIPMENT TO BE
REMOVED.
University of Central Oklahoma
Murdaugh Hall Renovation
4
T
3
2
ST A
1
11
DORM
245
4
2
5
11
1
SECOND FLOOR DEMOLITION PLAN
4
2
5
11
SCALE: 1/8" = 1'-0"
REVIEWED BY:
DORM
202
4
2
5
11
11
MJW
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
DORM
201
20141700
SHEET TITLE:
D
DEMOLITION SECOND FLOOR
PLAN
UP
UP
ISSUE DATE:
1
3
2
4
15
16
17
03/30/16
18
SHEET NUMBER:
N
DN
1
0
DN
2
3
4
5
4'
8'
16'
AD103
5
GENERAL NOTES
9
8
10
11
12
14
15
16
DN
17
DN
18
DN
DN
A
5
11
5
DORM
366
11
2
2
4
DORM
364
4
DORM
363
4
2
2
4
11
C
5
11
2
4
DORM
365
4
2
11
1
1
11
DORM
322
5
11
DORM
321
1. DEMO PLASTER/CLAY TILE BLOCK WALL TO ACCESS
BACKSIDE OF CHASE FOR PLUMBING WORK.
PROTECT EXISTING TERRAZZO BASE. REMOVE
EXISTING WOOD TRIM PRIOR TO DEMO OF WALL
SURFACE. SAVE AND PROTECT WOOD TRIM FOR
REINSTALLATION.
2. DEMO PLASTER/METAL CHANNEL WALLS TO ACCESS
ON SIDE OF CHASE FOR PLUMBING WORK. DEMO
EXISTING WALL HUNG SINK & TOOTHBRUSH/SOAP
HOLDERS. PROTECT EXISTING TERRAZZO FLOOR AND
BASE.
1
3. DEMO EXISTING PLASTER VENEER PARTITION ONLY
AT ONE SIDE TO ACCESS EXISTING PLUMBING.
4. DEMO EXISTING LIGHT FIXTURE. TV CABLE OUTLET
RELOCATION, REFERENCE SHEET E-401.
5. DEMO PLASTER/METAL CHASE WALLS.
6. REMOVE EXISTING WATER COOLER AND RETURN TO
OWNER. GENERAL CONTRACTOR TO REINSTALL
WATER COOLER AT SAME LOCATION.
7. DEMO 8" BRICK TO ACCESS CHASE FOR NEW
MECHANICAL DUCT WORK.
8. DEMO EXISTING LATH AND PLASTER.
9. DEMO EXISTING FURR-OUT
10.DEMO EXISTING EXHAUST FANS
11.DEMO EXISTING FAN COIL UNIT
12.DEMO EXISTING URINAL
13.DEMO EXISTING DOUBLE DOORS, JAMB AND WALL
ABOVE
14.DEMO CONTENTS OF ROOM
DORM
319
11
2
4
DORM
320
1
4
2
5
11
8
14
MECH.
302A
DORM
362
11
10
11
10
MEN'S RR
361
DORM
11 360
2
4
1
DORM
317
4
2
5
11
8
MEN'S RR
318
DORM
315
11
2
1
B
9
3
4
2
5
11
8
14
MECH.
301A
11
4
2
5
6
DORM
358
11
5
11
3
DORM
344
4
2
4
DORM 2
340
DORM
342
11
5
11
DORM
338
11
2
4 DORM
334
4
DORM 2
336
11
11
11
5
5
11
4
2 DORM
330
4
DORM 2
332
4
2
4
4
2
5
11
4
DORM 2
328
1
9
12
3
DORM
313
6
DORM DORM
326
324
3
H.C.
334B
11
2
4
B
4
2
5
11
8
4/18/2016 7:25:09 PM
C
11
2
4
4
2
5
11
8
DORM
356
1
DORM
311
1
CORR.
H300
DN
DORM
343
DORM
341
DORM
354
DORM
352
DORM
349
DORM
348
DORM
337
2
4
11
2
4
DORM
8
335
5
11
DORM
333
2
4
11
DORM
331
DORM
329
2
4
8
5
11
DORM
325
2
4
DORM
8
327
5
11
2
4
11
5
4
2
8
2
4
11
5
11
DORM
309
3
CORR.
H301
DORM
308
11
2
4
4
2
5
11
8
DORM
305
DORM
306
DORM
304
11
2
4
5
6
7
9
8
10
11
12
13
DORM
303
11
2
4
14
11
8
DORM
307 11
2
4
11
2
4
4
2
5
11
8
B
1
DORM
347
11
2
4
STAIR
S31
DORM
323
1
DORM
351
DORM
350
2
4
8 DORM
339
5
11
2
4
11
5
11
3
CORR.
H302
11
2
4
13
7
13 7
STAIR DN
S34
C
1
5
11
8
PHILIP G.
McNAYR
2134
T
EC
EN
DEMOLITION KEYNOTES
2
4
H
SE
D A RCH
IT
Edmond, Oklahoma
7
5
O F O K LA
A
4
D
E
C
3
2
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
LI
1
Frankfurt Short Bruza
Architects Engineers Planners
OM
D
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS
OF ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR
OTHER LINES SERVICING THE EQUIPMENT PER
RULES AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION BEFORE ANY WORK IS TO
PROCEED.
C. REPAIR EXISTING CONSTRUCTION, AS REQUIRED,
TO MATCH ADJACENT CONSTRUCTION IN QUALITY,
SIZE, TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.
D. GENERAL CONTRACTOR TO PROTECT EXISTING
BUILDING DURING CONSTRUCTION. GENERAL
CONTRACTOR SHALL TAKE PROPER AND
NECESSARY PRECAUTIONS TO PROTECT EXISTING
BUILDING FROM TEMPERATURE AND HUMIDITY
EXTREMES. BUILD TEMPORARY ENCLOSURES AS
REQUIRED TO ENSURE BUILDING IS PROTECTED.
REPAIR ALL WATER DAMAGED ITEMS DUE TO
CONSTRUCTION AT NO ADDITIONAL EXPENSE TO
THE OWNER.
E. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY ANY TRADE TO PROPERLY
COMPLETE THEIR WORK SHALL BE
ACCOMPLISHED AS A PART OF THEIR WORK AND
SHALL BE PART OF THE PRIME CONTRACT.
F. REFER TO PLUMBING SHEETS TO VERIFY
PLUMBING PIPING TO BE REMOVED.
G. REFER TO MECHANICAL SHEETS TO VERIFY
MECHANICAL PIPING AND EQUIPMENT TO BE
REMOVED.
University of Central Oklahoma
Murdaugh Hall Renovation
4
T
3
2
ST A
1
REVISION HISTORY:
4
5
2
11
8
1
11
2
4
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
BDF
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
DRAWN BY:
4
2
5
11
A
DORM
346
4
2
5
11
11
D
1
4
2
5
11
THIRD FLOOR DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
DORM
345
LGN
DORM
302
DORM
301
11
4
2
5
11
REVIEWED BY:
MJW
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
DN
1
DN
3
2
DEMOLITION THIRD FLOOR
PLAN
4
15
16
DN
17
ISSUE DATE:
18
03/30/16
DN
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
AD104
5
GENERAL NOTES
4
7
5
9
8
10
11
12
14
15
16
17
18
O F O K LA
H
PHILIP G.
McNAYR
2134
T
A
3
2
D
E
EN
C
1
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
OM
D
Frankfurt Short Bruza
Architects Engineers Planners
LI
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. CONTRACTOR SHALL VISIT
SITE AND EXAMINE EXISTING STRUCTURE, NOTE
ALL CONDITIONS AS TO CHARACTER AND EXTENT
OF WORK INVOLVED, VERIFY ALL DIMENSIONS
PRIOR TO LAYOUT AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES, BEFORE STARTING ANY WORK.
B. CONTRACTOR SHALL COORDINATE ALL TRADE
REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS OF
ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR
OTHER LINES SERVICING THE EQUIPMENT PER
RULES AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION BEFORE ANY WORK IS TO
PROCEED.
C. REPAIR EXISTING CONSTRUCTION, AS REQUIRED,
TO MATCH ADJACENT CONSTRUCTION IN QUALITY,
SIZE, TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.
D. PROTECT EXISTING BUILDING DURING
CONSTRUCTION. CONTRACTOR SHALL TAKE
PROPER AND NECESSARY PRECAUTIONS TO
PROTECT EXISTING BUILDING FROM TEMPERATURE
AND HUMIDITY EXTREMES. BUILD TEMPORARY
ENCLOSURES AS REQUIRED TO ENSURE BUILDING
IS PROTECTED. REPAIR ALL WATER DAMAGED
ITEMS AT NO ADDITIONAL EXPENSE TO THE OWNER.
E. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY ANY TRADE TO PROPERLY
COMPLETE THEIR WORK SHALL BE ACCOMPLISHED
AS A PART OF THEIR WORK AND SHALL BE PART OF
THE PRIME CONTRACT.
F. ANY DISCREPANCIES OR ITEMS NOT SPECIFICALLY
OR GENERALLY LISTED SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT FOR
RESOLUTION PRIOR TO DEMOLITION OR REMOVAL.
EC
4
T
3
2
ST A
1
SE
D A RCH
IT
A
IT
014
CRAWL
SPACE
167
C
ELECTRICAL
ROOM
007
1. DEMO EXISTING ACOUSTICAL CEILING AND FUR
DOWN INCLUDING GRIDS, SUSPENSION
SYSTEMS, HANGER SUPPORT WIRES INCLUDING
ANY CLIPS ATTACHED TO THE STRUCTURE
ABOVE.
2. CONTRACTOR SHALL RETURN ALL DEMO'D
ITEMS WHICH SHALL INCLUDE BUT NOT LIMITED
TO THE FOLLOWING, LIGHT FIXTURES,
MECHANICAL DIFFUSERS, ELECTRICAL FACE
PLATES, ETC.
C
IT ROOM
014A
RESTROOM
008
STORAGE
010A
DEMOLITION LEGEND
DEMO EXISTING 1'X4' SURFACE
MOUNT FIXTURE
MECHANICAL
ROOM
006
CORR.
014B
RESTROOM
009
DEMO EXISTING SURFACE
MOUNT FIXTURE
STORAGE
013
MAINT.
OFFICE
014C
STORAGE
010
MECHANICAL
ROOM
006A
1
B
B
MAINTENANCE
SHOP
012
STORAGE
001B
INVENTORY
OFFICE
014D
STORAGE
011
CORR.
H015
STAIR
011A
B
ELECTRICAL
CLOSET
005B
FIRE PUMP
ROOM
005
ELECTRICAL
CLOSET
005A
4/15/2016 5:01:20 PM
DEMO EXISTING ACT FUR
DOWN
STAIR STAIR
01B
002
B
HALL
011B
STAIR
S02
CORR.
024
RESTROOM
023
STAIR
S04
SHOWERS
022
OFFICE
TORNADO
SHELTER
016
CORR.
H024
Edmond, Oklahoma
A
University of Central Oklahoma
Murdaugh Hall Renovation
SHEET KEYNOTES
REVISION HISTORY:
C
C
HYDRONIC
PUMP RM
004B
ELECTRICAL
CLOSET
004A
RESTROOM
011C
ELECTRICAL
004C
TORNADO
SHELTER
017
2
1
LAUNDRY
020
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
CRAWL
SPACE
178
DESIGNED BY:
BDF
DRAWN BY:
5
6
7
9
8
10
11
12
13
LGN
14
REVIEWED BY:
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
MJW
A
A
KITCHENETTE
019
1
TJC
PROJECT NUMBER:
BIKE SHOP
018
BASEMENT DEMOLITION CEILING PLAN
PROJECT MANAGER:
20141700
SHEET TITLE:
SCALE: 1/8" = 1'-0"
D
DEMOLITION BASEMENT
CEILING PLAN
D
ISSUE DATE:
03/30/16
SHEET NUMBER:
N
1
2
3
1
4
15
2
3
16
4
17
18
0
5
4'
8'
16'
AD105
5
GENERAL NOTES
9
10
4
TYP
2
2
2
3
9
TYPICAL DORM ROOM
TYPICAL BATHROOM
10
B
2
1
2
2
1
9
6
3
6
2
6
9
3
2
TYPICAL DORM ROOM
6
9
9
2
C
1. DEMO EXISTING ACOUSTICAL CEILING AND FUR
DOWN INCLUDING GRIDS, SUSPENSION SYSTEMS,
HANGER SUPPORT WIRES INCLUDING ANY CLIPS
ATTACHED TO THE STRUCTURE ABOVE.
2. DEMO EXISTING, SURFACE MOUNT 1X4
FLUORESCENT LIGHT FIXTURES.
3. DEMO PLASTER CEILING TO ACCOMMODATE
ACCESS TO SEWER ABOVE. NEW CEILING TO BE
INSTALLED WITH MOISTURE RESISTANT GYPSUM
BOARD ON SUSPENDED CEILING SYSTEM AND
PAINTED WITH EPOXY PAINT.
4. CEILING BETWEEN COFFERS HAS ALREADY BEEN
DEMO'D
5. DEMO EXISTING CEILING THROUGHOUT
6. REMOVE EXISTING, SURFACE MOUNT ELECTRICAL
CONDUIT.
7. DEMO EXISTING, SURFACE MOUNT ELECTRICAL
CONDUIT. EXISTING CEILING FANS TO REMAIN.
8. DEMO PORTION OF EXISTING TIN CEILING TILE AS
NOTED ON PLAN. EXISTING TIN CEILING TILE TO BE
REUSED AT NEW FURR-DOWN - REF. SHEET AE108,
NOTE 3
9. DEMO SMOKE AND FIRE ALARM DEVISES AND WIRE.
10.DEMO EXISTING SURFACE MOUNT VANITY LIGH
11.DEMO ALL COPPER TELEPHONE WIRE
THROUGHOUT CORRIDORS AND DORM ROOMS.
(TYP.)
C
9
2
2
TYPICAL DORM ROOM
10
2
7
9
TYPICAL DORM ROOM
1
6
9
3
2
2
STAIR
TYPICAL DORM ROOM
9
1
2
6
2
C
C
1
9
8
ENLARGED RESTROOM DEMOLITION CEILING PLAN
2
2
3
4
5
7
8
9
10
11
12
14
15
16
10
11
DEMOLITION LEGEND
ENLARGED LOBBY DEMOLITION CEILING PLAN
3
SCALE: 3/16" = 1'-0"
1
DEMO EXISTING 1'X4' SURFACE
MOUNT FIXTURE
SCALE: 3/16" = 1'-0"
17
DEMO EXISTING SURFACE
MOUNT FIXTURE
DN
DN
DEMO EXISTING ACT FUR
DOWN
18
1
DN
B
1
DN
A
4/15/2016 5:03:21 PM
122
165
164
121
120
163
H101
119
101A
168
8
D A RCH
IT
REVISION HISTORY:
3
AD106
162
B
B
A
166
SE
SHEET KEYNOTES
TYPICAL DORM ROOM
2
1
EN
Edmond, Oklahoma
2
PHILIP G.
McNAYR
2134
C
1
9
6
H
A
TYPICAL DORM ROOM
D
O F O K LA
OM
D
E
University of Central Oklahoma
Murdaugh Hall Renovation
1
9
6
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
T
B
Frankfurt Short Bruza
Architects Engineers Planners
LI
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. CONTRACTOR SHALL VISIT
SITE AND EXAMINE EXISTING STRUCTURE, NOTE
ALL CONDITIONS AS TO CHARACTER AND EXTENT
OF WORK INVOLVED, VERIFY ALL DIMENSIONS
PRIOR TO LAYOUT AND NOTIFY ARCHITECT OF
ANY DISCREPANCIES, BEFORE STARTING ANY
WORK.
B. CONTRACTOR SHALL COORDINATE ALL TRADE
REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS
OF ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR
OTHER LINES SERVICING THE EQUIPMENT PER
RULES AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION BEFORE ANY WORK IS TO
PROCEED.
C. REPAIR EXISTING CONSTRUCTION, AS REQUIRED,
TO MATCH ADJACENT CONSTRUCTION IN QUALITY,
SIZE, TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.
D. PROTECT EXISTING BUILDING DURING
CONSTRUCTION. CONTRACTOR SHALL TAKE
PROPER AND NECESSARY PRECAUTIONS TO
PROTECT EXISTING BUILDING FROM
TEMPERATURE AND HUMIDITY EXTREMES. BUILD
TEMPORARY ENCLOSURES AS REQUIRED TO
ENSURE BUILDING IS PROTECTED. REPAIR ALL
WATER DAMAGED ITEMS DUE TO CONSTRUCTION
AT NO ADDITIONAL EXPENSE TO THE OWNER.
E. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY ANY TRADE TO PROPERLY
COMPLETE THEIR WORK SHALL BE
ACCOMPLISHED AS A PART OF THEIR WORK AND
SHALL BE PART OF THE PRIME CONTRACT.
F. REFER TO PLUMBING SHEETS TO VERIFY
PLUMBING PIPING TO BE REMOVED.
EC
4
T
3
2
ST A
1
117
115
160
B
161
158
128
144
126
113
FIRST LEVEL ROOMS
111
156
Room Number
Room Name
FIRST LEVEL ROOMS
Room Number
FIRST LEVEL ROOMS
Room Name
Room Number
Room Name
FIRST LEVEL ROOMS
Room Number
FIRST LEVEL ROOMS
Room Name
Room Number
Room Name
100B
100A
100F
S12
STAIR
154
143
STAIR
109
123
C
C
1
152
1
S13
151
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
141A
150
A
107
108
106
149
105
H101
148
147
D
260
166
164
162
160
H169
156
154
152
150
148
146
H167
145
147
149
5
6
7
8
9
10
11
12
13
14
145
146
102
DN
1
DN
103
104
1
DEMOLITION FIRST FLOOR CEILING PLAN
101
DN
D
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
151
161
168
163
165
144
141A
143
S13
128
S12
123
122
120
118
108
DORM
MEN'S RR
MECH.
DORM
DORM
HALL DIRECTOR
APARTMENT
BONUS DORM ROOM
BONUS DORM ROOM
STAIR
FRONT DESK
STAIR
BONUS DORM ROOM
DORM
DORM
MEN'S RR
DORM
106
104
102
101
103
105
107
109
111
113
115
117
119
121
H101
100E
100B
1
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
HK CLOSET
MECHANICAL CLOSET
H100
100C
100A
126
124
123A
100F
100D
101A
H200
S04
158
167
178
024
123A
CORR.
MECHANICAL CLOSET
HOUSEKEEPING
CLOSET
RA OFFICE
RA DIRECTOR
STAFF OFFICE
HOUSEKEEPING
CLOSET
TPHONE CLOSET
MECH.
CORR.
STAIR
DORM
CRAWL SPACE
CRAWL SPACE
CORR.
BONUS DORM ROOM
124
124A
123B
123C
123D
144A
140
BONUS DORM ROOM
RR
RR
Room
Room
RR
HALL DIRECTOR
APARTMENT
RR
LOUNGE
GAME ROOM
MECH.
MECH.
CORR.
CORR.
CORR.
CORR.
STAIR
141B
130
130A
161A
130B
H171
H172
H173
H174
S12B
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
BDF
DRAWN BY:
LGN
REVIEWED BY:
MJW
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
DEMOLITION FIRST FLOOR
CEILING PLAN
ISSUE DATE:
DN
N
SCALE: 1/16" = 1'-0"
0
2'-8" 5'-4"
10'-8"
03/30/16
SHEET NUMBER:
0
8'
16'
32'
AD106
1
2
3
4
5
5
GENERAL NOTES
10
11
12
14
15
16
17
DN
DN
18
UP
UP
6
6
1
5
7
1
C
5
7
4
6
DORM
264
5
DORM
265
6
5
7
6
1
6
1
5
7
5
DORM
266 4
1
7
6
1
5
6
5
7
6
DORM
220
5
6
CORR.
H201
2
6
5
7
DORM
260
5
7
5
MEN'S RR
261
1
7
6
5
3
3
1
7
6
5
4 DORM
242
1
7
6
5
DORM
240
4
1
7
6
5
5
4
1
7
6
5
DORM
234
DORM
236
DORM
238
1
7
6
5
1
7
6
5
4 DORM
230
DORM
232
1
7
6
1
7
6
5
4
DORM
228
1
7
6
5
DORM
226
MEN'S RR
218
5
5
6
5
5
5
1
1
DORM
215
DEMO EXISTING 1'X4' SURFACE
MOUNT FIXTURE
4
3
5
7
5
5
3
1
DEMO EXISTING SURFACE
MOUNT FIXTURE
DORM
213
DEMO EXISTING ACT FUR
DOWN
6
DORM
256
C
DEMOLITION LEGEND
6
DORM
224
1
DORM
217
6
DORM
244
1
4
5
DORM
258
1. DEMO EXISTING ACOUSTICAL CEILING AND
FUR DOWN INCLUDING GRIDS, SUSPENSION
SYSTEMS, HANGER SUPPORT WIRES
INCLUDING ANY CLIPS ATTACHED TO THE
STRUCTURE ABOVE.
2. DEMO CEILING THROUGHOUT
3. DEMO PLASTER CEILING TO ACCOMMODATE
ACCESS TO SEWER ABOVE. NEW CEILING TO
BE INSTALLED WITH MOISTURE RESISTANT
GYPSUM BOARD ON SUSPENDED CEILING
SYSTEM AND PAINTED WITH EPOXY PAINT.
4. DEMO EXISTING SURFACE MOUNT VANITY
LIGHT.
5. REMOVE EXISTING, SURFACE MOUNT 1X4
FLUORESCENT LIGHT FIXTURES.
6. REMOVE EXISTING, SURFACE MOUNT
ELECTRICAL CONDUIT, TYP.
7. DEMO ALL EXISTING SMOKE AND FIRE ALARM
DEVISES AND WIRE.
8. REMOVE COPPER TELEPHONE WIRE
THROUGHOUT CORRIDORS AND DORM ROOMS.
(TYP.)
DORM
219
MECH.
201A
DORM
262
B
1
DORM
221
7
6
2
AD106
MECH.
202A
5
DORM
222 4
1
DORM
263
5
7
4
5
7
5
1
5
1
DORM
211
5
B
STAIR
3
4/15/2016 5:03:29 PM
DORM
254
C
1
5
7
6
DORM
252 4
1
5
7
DORM
243
6
5
7
6
DORM
250
5
7
5
5
7
6
1
DORM
241
5
7
6
1
DORM
239
4
4
DORM
237
7
6
1
5
7
6
1
DORM
235
5
DORM
233
7
6
1
5
5
DORM
231
7
6
1
DORM
229
7
6
1
5
DORM
227
5
7
6
1
DORM
225
5
7
6
1
DORM
223
6
7
6
1
5
7
5
1
1
5
1
5
7
6
5
7
6
6
DORM
248
4
5
7
5
1
6
5
7
6
7
6
DORM
247
5
6
7
8
9
10
11
12
13
5
14
SE
D A RCH
IT
1
REVISION HISTORY:
DORM
207
4
6
DORM
206
1
DORM
209
5
DORM
208 4
1
DORM
249
1
STAIR
3
5
7
5
CORR.
H201
1
B
4
4
DORM
251
4
6
6
4
4
5
T
EN
SHEET KEYNOTES
A
1
PHILIP G.
McNAYR
2134
Edmond, Oklahoma
9
8
H
University of Central Oklahoma
Murdaugh Hall Renovation
7
5
O F O K LA
A
4
D
E
C
3
2
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
LI
1
Frankfurt Short Bruza
Architects Engineers Planners
OM
D
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. CONTRACTOR SHALL VISIT
SITE AND EXAMINE EXISTING STRUCTURE, NOTE
ALL CONDITIONS AS TO CHARACTER AND EXTENT
OF WORK INVOLVED, VERIFY ALL DIMENSIONS
PRIOR TO LAYOUT AND NOTIFY ARCHITECT OF
ANY DISCREPANCIES, BEFORE STARTING ANY
WORK.
B. CONTRACTOR SHALL COORDINATE ALL TRADE
REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS
OF ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR
OTHER LINES SERVICING THE EQUIPMENT PER
RULES AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION BEFORE ANY WORK IS TO
PROCEED.
C. REPAIR EXISTING CONSTRUCTION, AS REQUIRED,
TO MATCH ADJACENT CONSTRUCTION IN QUALITY,
SIZE, TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.
D. PROTECT EXISTING BUILDING DURING
CONSTRUCTION. CONTRACTOR SHALL TAKE
PROPER AND NECESSARY PRECAUTIONS TO
PROTECT EXISTING BUILDING FROM
TEMPERATURE AND HUMIDITY EXTREMES. BUILD
TEMPORARY ENCLOSURES AS REQUIRED TO
ENSURE BUILDING IS PROTECTED. REPAIR ALL
WATER DAMAGED ITEMS DUE TO CONSTRUCTION
AT NO ADDITIONAL EXPENSE TO THE OWNER.
E. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY ANY TRADE TO PROPERLY
COMPLETE THEIR WORK SHALL BE
ACCOMPLISHED AS A PART OF THEIR WORK AND
SHALL BE PART OF THE PRIME CONTRACT.
F. REFER TO PLUMBING SHEETS TO VERIFY
PLUMBING PIPING TO BE REMOVED.
EC
4
T
3
2
ST A
1
DORM
205
7
6
6
5
7
DORM
204 4
5
1
1
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
DORM
203
BDF
DRAWN BY:
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
1
5
7
A
4
6
6
1
DORM
246
5
7
1
1
DORM
245
1
DEMOLITION SECOND FLOOR CEILING PLAN
5
SCALE: 1/8" = 1'-0"
LGN
4
7
6
6
1
5
7
DORM
202
REVIEWED BY:
1
MJW
A
DORM
201
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
D
SHEET TITLE:
UP
DEMOLITION SECOND FLOOR
CEILING PLAN
UP
ISSUE DATE:
1
2
3
4
15
16
DN
17
18
03/30/16
SHEET NUMBER:
N
DN
0
1
2
3
4
5
4'
8'
16'
AD107
7
8
9
10
11
12
14
15
16
17
DN
DN
A
5
7
5
7
5
DORM
366 2
2
6
5
7
DORM
364 2
MECH.
302A
6
5
7
C
DORM
363
DORM
362
5
6
DORM
320
B
2
6
5
5CORR.
H301
5
MEN'S RR
361
1
6
1
6
DORM
360 2
5
5
7
5
5
5
DORM
358
DORM
356
CORR.
H302
5
2
4/15/2016 5:03:36 PM
7
6
2
5
7
6
DORM
334
DORM
336 2
7
6
DORM
332
5
5
7
6
2 DORM
330
5
7
6
DORM
328
5
7
6
2 DORM
326
7
6
CORR.
H300
5
5
6
5
5
5
DORM
354
7
6
3
STAIR
5
7
6
2
5
7
6
DORM
343
DORM
341
7
6
2
5
5
DORM
352 2
1
5
DORM
339
DORM
337
5
7
6
DORM
335
7
6
2
5
DORM
333
5
7
6
DORM
331
5
7
6
2
5
DORM
329
7
6
5
7
6
2
5
DORM
325
DORM
327
7
6
3
DORM
323
7
6
2
2
6
DORM
306
2
5
DORM
347
6
7
8
9
10
11
12
13
CORR.
H301
DORM
304
1
DEMOLITION THIRD FLOOR CEILING PLAN
5
7
DORM
302
DORM
345
IT
REVISION HISTORY:
DORM
303
2
6
5
SCALE: 1/8" = 1'-0"
D A RCH
5
7
6
6
5
7
2
SE
6
5
7
5
14
DORM
305
5
7
5
7
6
6
DORM
346
6
B
DORM
307
5
7
5
DORM
349
6
6
7
6
5
7
5
5
DORM 2
308
5
7
DORM
309
5
7
5
6
DORM
2
348
2
6
STAIR
DORM
351
6
DEMO EXISTING ACT FUR
DOWN
DORM
311
5
7
5
DORM
350
DEMO EXISTING SURFACE
MOUNT FIXTURE
6
5
6
5
7
DORM
313
5
5
5
DEMO EXISTING 1'X4' SURFACE
MOUNT FIXTURE
3
MECH.
318A
C
DEMOLITION LEGEND
5
7
5
H.C.
334B
5
3
DORM
324
1. DEMO CEILING THROUGHOUT
2. DEMO EXISTING SURFACE MOUNT VANITY LIGHT.
3. DEMO PLASTER CEILING TO ACCOMMODATE
ACCESS TO SEWER ABOVE. NEW CEILING TO
BE INSTALLED WITH MOISTURE RESISTANT
GYPSUM BOARD ON SUSPENDED CEILING
SYSTEM AND PAINTED WITH EPOXY PAINT.
4. NOT USED
5. REMOVE EXISTING, SURFACE MOUNT 1X4
FLUORESCENT LIGHT FIXTURES.
1
6. REMOVE EXISTING, SURFACE MOUNT
ELECTRICAL CONDUIT.
7. DEMO SMOKE AND FIRE ALARM DEVISES AND
WIRE.
8. REMOVE COPPER TELEPHONE WIRE
THROUGHOUT CORRIDORS AND DORM ROOMS
(TYP.)
2
6
STAIR
S31
CORR.
H302
5
7
7
6
2 DORM
338
DORM
340
5
6
5
7
7
6
5
5
MEN'S RR
318
STAIR
S34
5
5
7
7
6
5
MECH.
361A
5
6
5
7
5
DORM
342
DORM
344
3
C
B
5
2
7
6
3
6
5
7
DORM
315
5
7
5
6
5
7
DORM
317
6
6
5
7
DORM
319
5
7
EN
SHEET KEYNOTES
6
6
5
7
DORM
321
5
7
2
7
6
5
5
6
5
DORM
322
2
DORM
365
6
5
7
7
6
6
6
A
18
PHILIP G.
McNAYR
2134
C
DN
H
LI
DN
D
O F O K LA
OM
D
E
Edmond, Oklahoma
5
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
T
4
Frankfurt Short Bruza
Architects Engineers Planners
EC
3
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. CONTRACTOR SHALL VISIT
SITE AND EXAMINE EXISTING STRUCTURE, NOTE
ALL CONDITIONS AS TO CHARACTER AND EXTENT
OF WORK INVOLVED, VERIFY ALL DIMENSIONS
PRIOR TO LAYOUT AND NOTIFY ARCHITECT OF
ANY DISCREPANCIES, BEFORE STARTING ANY
WORK.
B. CONTRACTOR SHALL COORDINATE ALL TRADE
REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS
OF ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR
OTHER LINES SERVICING THE EQUIPMENT PER
RULES AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION BEFORE ANY WORK IS TO
PROCEED.
C. REPAIR EXISTING CONSTRUCTION, AS REQUIRED,
TO MATCH ADJACENT CONSTRUCTION IN QUALITY,
SIZE, TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.
D. PROTECT EXISTING BUILDING DURING
CONSTRUCTION. CONTRACTOR SHALL TAKE
PROPER AND NECESSARY PRECAUTIONS TO
PROTECT EXISTING BUILDING FROM
TEMPERATURE AND HUMIDITY EXTREMES. BUILD
TEMPORARY ENCLOSURES AS REQUIRED TO
ENSURE BUILDING IS PROTECTED. REPAIR ALL
WATER DAMAGED ITEMS DUE TO CONSTRUCTION
AT NO ADDITIONAL EXPENSE TO THE OWNER.
E. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY ANY TRADE TO PROPERLY
COMPLETE THEIR WORK SHALL BE
ACCOMPLISHED AS A PART OF THEIR WORK AND
SHALL BE PART OF THE PRIME CONTRACT.
F. REFER TO PLUMBING SHEETS TO VERIFY
PLUMBING PIPING TO BE REMOVED.
University of Central Oklahoma
Murdaugh Hall Renovation
2
5
GENERAL NOTES
4
T
1
3
2
ST A
1
DORM
301
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
D
BDF
DRAWN BY:
LGN
DN
DN
REVIEWED BY:
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
MJW
A
1
3
2
4
15
16
DN
17
A
18
PROJECT MANAGER:
TJC
PROJECT NUMBER:
DN
20141700
SHEET TITLE:
DEMOLITION THIRD FLOOR
CEILING PLAN
ISSUE DATE:
03/30/16
N
SHEET NUMBER:
0
1
2
3
4
5
4'
8'
16'
AD108
BOND BEAM W/ (2) #4
4000 PSI CONCRETE
4X4 W4.0X X W4.0 WWF
AT SLAB MID - DEPTH
8" CMU
FULLY GROUTED
12" CMU FULLY
GROUTED
#4 REBAR DOWEL,
EPOXY ANCHOR TO
EXISTING SLAB @
24" O.C.
#4 REBAR DOWEL, EPOXY
ANCHOR TO EXISTING SLAB
@ 24" O.C.
BASEMENT
91'-0"
11 5/8"
4'-6"
a. ON EACH SIDE OF CONTROL JOINTS
b. AT ALL WALL INTERSECTIONS OF
EXTERIOR WALLS
c. AT ALL DISCONTINUOUS EDGES
d. AS SHOWN ON STRUCTURAL DRAWINGS
1
EN
SECTION DETAIL
2-HR
NEW PARTITION - 2 HR RATED
1-HR
NEW PARTITION - 1 HR RATED
C
014
1
014A
007B
RESTROOM
008
STORAGE
010A
014B
013B
008
MECHANICAL
ROOM
006
EXISTING LANDING
& STAIR
006B
6
RESTROOM
009
MECHANICAL
ROOM
006A
STORAGE
013
1
UP
CORR.
014B
STORAGE
010
MAINT.
OFFICE
014C
6
014C
G1
B
PROTECT COPPER
TELEPHONE WIRE, IT WIRING
AND COX CABLING WITHIN
SHADED AREA
IT ROOM
014A
B
006A
2-HR 2-HR
001
6
001A
B
2-HR
LANDING
G1
EXISTING
RAMP
UP
INVENTORY
OFFICE
014D
B
STORAGE
001B
1
LANDING
4/18/2016 7:49:03 PM
1
004A
G1
2-HR
1
2
1
F1
E1
2-HR
G1
2-HR
E1
5
4
2-HR
015A
1
G1
022
023
015B
STAIR
S04
RESTROOM
023
5
4
HALL
011B
STAIR
01B
CORR.
H015
2
E1
E1
G1
2-HR
014E
013A
2-HR
EXISTING
RAMP
UP
005
014D
MAINTENANCE
SHOP
012
STORAGE
011
016
E1
SHOWERS
022
3
OFFICE
TORNADO
SHELTER
016
Edmond, Oklahoma
IT
014
007A
IT
1
SCALE: 1 1/2" = 1'-0"
CRAWL
SPACE
167
ELECTRICAL
ROOM
007
D A RCH
EXISTING WALL
A
C
SE
NEW PARTITION
MAX.
2
PHILIP G.
McNAYR
2134
ARCHITECTURAL LEGEND
J. CMU LINTELS SHALL USE THE TYPICAL BOND BEAM
K. CELLS WHICH CONTAIN REINFORCING STEEL SHALL
BE FILLED SOLIDLY WITH 3,000 psi GROUT MEETING
THE REQUIREMENTS OF ASTM C476.
7 5/8"
H
A
2 EA. #4 CONTINUOUS
@ BOND BEAM
EXISTING RAMP LANDING
O F O K LA
C
2 EA. #4 CONTINUOUS
@ BOND BEAM
D
E
LI
1 1/2" METAL DECK,
22 GA.
PROVIDE 14GA
L6X6 POUR STOP
AT DOORWAY
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
OM
1/4" TAPCON
SCREWS @ 12" O.C.
TO ANCHOR DECT
FROM DECK TO BE
CONTINUOUS
D
1/4" TAPCON SCREWS @
12" O.C. TO ANCHOR
FROM DECK TO BE
CONTINUOUS
Frankfurt Short Bruza
Architects Engineers Planners
T
8" CMU 2-HR RATED WALL
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES, BEFORE
STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONAL DATA AND LOCATIONS OF
ALL OPENINGS AND EQUIPMENT TO REMAIN.
DISCONNECT ANY ELECTRIC, GAS, WATER, OR OTHER
LINES SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING JURISDICTION
BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR SHALL REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH ADJACENT
CONSTRUCTION IN QUALITY, SIZE, TEXTURE, AND
FINISH, WHERE DAMAGED BY DEMOLITION WORK.
D. ALL DRYWALL AND PLASTER WALLS AND CEILING TO
RECEIVE NEW PAINT; LEVEL ONE, TWO AND THREE
E. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
EC
EXISTING
WALL TO
REMAIN
#4 VERTICAL BAR @
48" O.C. FULL
HEIGHT (TYP.)
1. EXISTING INCINERATOR TO CONTAIN FIRESTOP
SILICONE SEALANT, SELF LEVELING. REF. SHEET
10/G-007.
2. ACCESS PANEL - LOCKABLE
1
3. REPAIR PLASTER VENEER
4. GYPSUM BOARD FURROUT TO CONCEAL NEW
HYDRONIC PIPING.
5. FIRE SEAL NEW PIPE PENETRATIONS, CONCRETE
INFILL, SEAL WITH INTUMESCENT SEALER, TYP. REF.
SHEET 10/G-007.
6. NEW RAILING TO BE INSTALLED
NEW 8" CMU
2-HR RATED WALL
4000 PSI CONCRETE
14 GAUGE L6X6 POUR
STOP AT NEW DOOR #005
7 5/8"
A. ALL CMU SHALL BE 1 OR 2-CELL BLOCK.
B. MASONRY DESIGN STRENGTH, F'm = 1,5000 psi
C. MINIMUM MORTAR COMPRESSIVE STRENGTH SHALL
BE 1,800 psi AT 28 DAYS.
D. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL
ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR
UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT
LESS THAN 2 INCHES BY 3 INCHES IN PLAN
DIMENSION.
E. SLAB DOWELS SHALL MATCH VERTICAL
REINFORCEMENT.
F. VERTICAL WALL REINFORCEMENT SHALL BE #4 BARS
@ 48" O.C. IN 8" WALLS. VERTICAL REINFORCING
SHALL EXTEND CONTINUOUSLY FROM THE TOP OF
THE SLAB TO EMBED AT LEAST 6 INCHES INTO TOP
OF BOND BEAM.
G. BOND BEAM REINFORCING SHALL USE (2) #4 BARS
AND SHALL RUN CONTINUOUS THROUGHOUT.
CORNER BARS SHALL BE PROVIDED AND LAP SLICES
OF 40 BAR DIAMETERS PERMITTED. BOND BEAMS
SHALL EXIST AT THE BOTTOM, TOP, AND
INTERMEDIATE (EVERY 6TH COURSE OR CLOSER PER
DETAILS) COORDINATE WITH ARCHITECTURAL
REQUIREMENTS.
H. ADD ADDITIONAL VERTICAL BAR OF THE SAME SIZE
AND LENGTH AS THE NORMAL REINFORCING BAR
SHALL BE PLACED
University of Central Oklahoma
Murdaugh Hall Renovation
2'-7"
STRUCTURAL NOTES
ARCHITECTURAL
KEYNOTES
NEW DOORWAY BEYOND
DOOR #005
C
5
GENERAL NOTES
4
T
3
2
ST A
1
REVISION HISTORY:
S04
2-HR
G1
C
FIRE PUMP
ROOM
005
C
011C
RESTROOM
011C
ELECTRICAL
004C
W
W
W
020A
2
1
TORNADO
SHELTER
017
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
BDF
W
D
W
D
W
D
HYDRONIC
PUMP RM
004B
W
D
E1
W
W
2
AE103
ELECTRICAL
CLOSET
004A
W
DRAWN BY:
LGN
CRAWL
SPACE
178
A
REVIEWED BY:
MJW
A
3
5
6
7
8
9
1
10
11
12
13
14
019
017
20141700
BASEMENT FLOOR PLAN
BASEMENT FLOOR PLAN
018
KITCHENETTE
019
SCALE: 1/8" = 1'-0"
BIKE SHOP
018
ISSUE DATE:
D
N
0
1
3
4
15
2
3
4
16
17
18
5
4"
8"
1'-4"
03/30/16
SHEET NUMBER:
0
2
TJC
SHEET TITLE:
D
1
PROJECT MANAGER:
PROJECT NUMBER:
REF.
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
LAUNDRY
020
4'
8'
16'
AE103
E1
ALN
MECH.
101A
2-HR
D1
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
HK CLOSET
MECHANICAL CLOSET
2-HR
ALN
Room Number
CORR.
MECHANICAL CLOSET
HOUSEKEEPING
CLOSET
RA OFFICE
RA DIRECTOR
STAFF OFFICE
HOUSEKEEPING
CLOSET
TPHONE CLOSET
MECH.
CORR.
STAIR
DORM
CRAWL SPACE
CRAWL SPACE
CORR.
BONUS DORM ROOM
126
124
123A
100F
100D
101A
H200
S04
158
167
178
024
123A
124
124A
123B
123C
123D
144A
140
141B
130
130A
161A
130B
H171
H172
H173
H174
S12B
Room Name
BONUS DORM ROOM
RR
RR
Room
Room
RR
HALL DIRECTOR
APARTMENT
RR
LOUNGE
GAME ROOM
MECH.
MECH.
CORR.
CORR.
CORR.
CORR.
STAIR
D1
2
AE113
MEN'S RR
118
TYP.
ENLARGED MECHANICAL CLOSET - TYPICAL
3
SCALE: 3/8" = 1'-0"
1
3
2
ALN
DN
2-HR
NEW PARTITION - 2 HR RATED
1-HR
NEW PARTITION - 1 HR RATED
9
8
10
11
12
14
15
16
17
DN
15
9
166
1
164
E1
E1
15
A
C1
122
165
3
AE114
4'-6"
11
12
121
9
H101
WEST CORRIDOR
D1
163
7
C1
120
2
AE113
2
AE113
3
AE104
2
AE104
119
H101
7
PLAZA
101A
168
162
2
ALN
E1
ALN
9
MECH.
161A
C1
TYPICAL DORM ROOM
D1
161A
E1
AE112
A2
UP
143A
UP
141B
7
9
141A
S13
141A
E1
13
10
2
11
152
D A RCH
IT
2'-1 3/4"
113
B
9
F1
111
C1
109
123B
REVISION HISTORY:
123
7
151
6'-0"
6"
ALN
SE
DN
123A
7
E1
S13
4'-9"
130B
S12
5'-9"
10
5
B
C1
100E
143
4'-7"
TYPICAL DORM ROOM
3
7
100D
UP
11
2
11
1
124A
100F
13
10
E1
DN
154
130
100A
100A
9
11
8
124
126
10
100C
100B
F1
C1
1'-4"
2
AE113
100D
F1
C1
6
128
115
16
161A
E1
C1
140
3
144A
161A
156
UP
3
144
C1
6
ALN
4/15/2016 5:00:49 PM
A2
A2
11
4
10
4'-6" E1
2
2
AE113
10
A2
E1
9
158
ALN
9
7
E1
RR
144A
117
C1
11
12
3'-5"
C1
5
B
8
9
7
160
SHOWER
1
AE114
ALN
10
5
1
11
161
1'-0"
D1
TYPICAL DORM ROOM
1
118
EAST CORRIDOR
ALN
C1
E1
PHILIP G.
McNAYR
2134
EN
C
C1
4
10
11
H
EXISTING WALL
C1
1'-0"
2
AE113
O F O K LA
NEW PARTITION
DN
C1
E1
B
7
5
1
11
TYPICAL SHOWER /
RESTROOM
E1
D
E
ARCHITECTURAL LEGEND
DN
2-HR
9
C1
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
18
TYPICAL DORM ROOM
TYP.
4
DN
ALN
E1
Frankfurt Short Bruza
Architects Engineers Planners
10
1
11
3
2
2-HR
5'-5"
5
1. PLASTER PATCH BACKSIDE OF WALL AFTER THE
INSTALLATION OF NEW PLUMBING PIPING. REPAIR
AND PATCH CERAMIC TILE
2. PLASTER PATCH BACKSIDE OF WALL AFTER THE
INSTALLATION OF NEW PLUMBING PIPING
3. EXISTING INCINERATOR TO CONTAIN FIRESTOP
SILICONE SEALANT, SELF LEVELING. REF. SHEET
10/G-007.
4. INSTALL NEW VANITY AND COMBINATION
MIRROR/MEDICINE CABINET
5. NEW TERRAZZO PRECAST COVE BASE - TO MATCH
1
BASE BUILDING
6. MOCKUP DORM ROOM #154 & #156
7. NEW ACCESS PANEL WITH TAMPER PROOF
SCREWS. ACCESS PANEL TO BE INSTALLED WITH
"BEST LOCKING SYSTEM" PER OWNER REQUEST.
8. EXISTING WATERCOOLER TO BE REINSTALLED.
9. CORRIDOR PORTAL, REF. SHEET 4/AE113 & 8/AE113
FOR SECTIONS AND DETAILS.
10.SEAL ALL NEW PIPE PENETRATIONS, CONCRETE
1
INFILL, SEAL WITH INTUMESCENT SEALER, TYP.
REF. SHEET 10/G-007.
11.SURROUNDING WALLS, FLOORING AND TERRAZZO
COVE BASE TO BE REPAIRED AND CLEANED. NEW
TILE TO MATCH EXISTING
12.GYPSUM BOARD FURROUT TO CONCEAL NEW
PLUMBING PIPING. FURROUT TO BEGIN 30" AFF.
TILE TO MATCH EXISTING
13.GYPSUM BOARD FURROUT TO CONCEAL NEW
HYDRONIC PIPING.
14.NOT USED
15.TERRAZZO TO BE PATCHED. MATCH EXISTING.
16.REINSTALL EXISTING CARPET TILE
2-HR
6'-0"
11
10
5
1
6"
2
AE113
2-HR
TYPICAL DORM ROOM
2
TYP.
AE113
D1
10
5
MECH.
168
2'-2"
TYP.
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONAL
DATA AND LOCATIONS OF ALL OPENINGS AND
EQUIPMENT TO REMAIN. DISCONNECT ANY
ELECTRIC, GAS, WATER, OR OTHER LINES
SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING
JURISDICTION BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR TO REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH
ADJACENT CONSTRUCTION IN QUALITY, SIZE,
TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.ALL DRYWALL AND PLASTER
WALLS AND CEILING TO RECEIVE NEW PAINT; LEVEL
ONE, TWO AND THREE
D. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
4
E1
2'-2"
4
10
C
H100
100C
100A
Room Name
C
D1
141A
143
S13
128
S12
123
122
120
118
108
106
104
102
101
103
105
107
109
111
113
115
117
119
121
H101
100E
100B
Room Number
LI
MECH.
SHAFT
2-HR
2'-10"
2-HR
DORM
MEN'S RR
MECH.
DORM
DORM
HALL DIRECTOR
APARTMENT
BONUS DORM ROOM
BONUS DORM ROOM
STAIR
FRONT DESK
STAIR
BONUS DORM ROOM
DORM
DORM
MEN'S RR
DORM
Room Name
Edmond, Oklahoma
2'-5"
Room Number
A
1'-2 1/2"
D1
151
161
168
163
165
144
Room Name
ARCHITECTURAL
KEYNOTES
FIRST LEVEL ROOMS
OM
D
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
Room Number
FIRST LEVEL ROOMS
University of Central Oklahoma
Murdaugh Hall Renovation
E1
260
166
164
162
160
H169
156
154
152
150
148
146
H167
145
147
149
Room Name
FIRST LEVEL ROOMS
T
Room Number
FIRST LEVEL ROOMS
EC
FIRST LEVEL ROOMS
5
GENERAL NOTES
4
T
3
2
ST A
1
2
11
C
H101
108
107
9
130A
C1
C1
9
ALN
TYPICAL DORM ROOM
11
E1
5
10
TYPICAL DORM ROOM
E1
148
4
10
E1
E1
9
4
10
106
147
5
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
8
9
10
11
12
13
104
14
2
1
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
103
DESIGNED BY:
BDF
DRAWN BY:
9
145
1
FIRST FLOOR PLAN
LGN
9
102
REVIEWED BY:
101
MJW
C1
SCALE: 3/32" = 1'-0"
C1
D
DN
ADDENDUM 002
C1
C1
A
7
C1
146
C1
6
105
EAST CORRIDOR
C
149
WEST CORRIDOR
150
5
15
DN
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
15
20141700
SHEET TITLE:
2
ENLARGED FLOOR PLAN TYPICAL - FIRST FLOOR
DN
1
SCALE: 3/16" = 1'-0"
2
FIRST FLOOR PLAN
DN
3
4
15
16
17
18
0
1'-4" 2'-8"
5'-4"
ISSUE DATE:
N
0
2
3
4
5
10'-8"
03/30/16
SHEET NUMBER:
0
1
2'-8" 5'-4"
5'-4" 10'-8"
21'-4"
AE104
2-HR
MEN'S RR
261
5
SCALE: 3/8" = 1'-0"
12
13
14
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
D
3
2-HR
NEW PARTITION - 2 HR RATED
1-HR
NEW PARTITION - 1 HR RATED
4
7
5
9
8
10
11
12
14
15
16
17
C
5'-9"
6'-0"
9
DN
UP
CLOSET
F1
E1
A
7
2
9
C1
9
266
C1
265
222
221
C1
4
10
5
10
5
BATHROOM
12
C1
TYPICAL DORM ROOM
TYPICAL DORM ROOM
W/ PRIVATE BATHROOM
11
11
264
263
4
AE105
7
220
E1 7
ALN
E1
ALN
262
201A
217
E1
1
7
17
260
261
D1
C1
6"
254
A2
C1
CLOSET
9
E1
CLOSET
CLOSET
224
C1
9
H200
C1
239
237
B
C1
A2
A2
9
9
C1
C1
CENTER CORRIDOR
9
9
C1
C1
218A
A2 3
235
233
231
229
227
225
9
211
7
2'-9"
243
213
218A
9
CENTER CORRIDOR
8
1
11
F1
F1
UP
REVISION HISTORY:
209
H201
2
11
3
AE105
208
207
C1
9
2
AE105
249
206
204
6
5
247
7
8
9
10
11
12
13
14
205
1
1
C1
9
246
5
DESCRIPTION
DATE
DESIGNED BY:
BDF
203
DRAWN BY:
C1
LGN
SECOND FLOOR PLAN
MJW
A
9
SCALE: 1" = 10'-0"
245
C1
202
201
C1
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
SECOND FLOOR PLAN
5
13
UP DN
ENLARGED FLOOR PLAN TYPICAL ONE - SECOND FLOOR
1
2
14
3
DN
4
15
16
14
UP
17
N
2
3
4
5
ISSUE DATE:
18
0
SCALE: 1/4" = 1'-0"
1
04/18/16
PROJECT INFORMATION:
D
2
ADDENDUM 002
REVIEWED BY:
ALN
ALN
IT
C1
S21
223
7
9
TYPICAL DORM ROOM
E1
226
234A
6
C1
248
A
D A RCH
4
11
CORRIDOR
228
9
250
5'-9"
6'-0"
230
232
251
252
13
TYP.
3'-0"
C1
234
241
H202
11
A2
A2
F1 261A
S22
C
TYPICAL DORM ROOM
236
D1
2'-7"
5
13
3
7
2
UP 11
WEST CORRIDOR
CLOSET
C1
238
215
9
7
EAST CORRIDOR
4/15/2016 5:01:01 PM
256
240
D1
261A
9
242
244
11
1
8
4
ALN
C1
D1
ALN
258
E1
218
11 1
12
2
2
SCALE: 1/4" = 1'-0"
C
E1
D1
ALN
ENLARGED FLOOR PLAN TYPICAL TWO - SECOND FLOOR
2'-6"
1
4'-6"
4'-6" 11
12
D1
B
1'-0"
9
1'-0"
C1
3
11
11
261
C
B
219
5
AE105
202A
3
14
EAST CORRIDOR
CLOSET
ALN
ALN
E1
CLOSET
ALN
CLOSET
UP DN
14
3
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
C
18
C1
SE
EXISTING WALL
C1
CORRIDOR
PHILIP G.
McNAYR
2134
EN
15
2
H
NEW PARTITION
SCALE: 3/8" = 1'-0"
1
O F O K LA
ARCHITECTURAL LEGEND
ENLARGED MECHANICAL CLOSET 201A
3'-0"
TYP.
E
T
1. PLASTER PATCH BACKSIDE OF WALL AFTER THE
INSTALLATION OF NEW PLUMBING PIPING. REPAIR
AND PATCH CERAMIC TILE
2. PLASTER PATCH BACKSIDE OF WALL AFTER THE
INSTALLATION OF NEW PLUMBING PIPING
3. EXISTING INCINERATOR TO CONTAIN FIRESTOP
SILICONE SEALANT, SELF LEVELING. REF. SHEET
10/G-007.
4. INSTALL NEW VANITY AND COMBINATION
MIRROR/MEDICINE CABINET
5. NEW TERRAZZO PRECAST COVE BASE - TO MATCH
1
BASE BUILDING
6. ENLARGED PLUMBING CHASE
7. NEW ACCESS PANEL WITH TAMPER PROOF
SCREWS. ACCESS PANEL TO BE INSTALLED WITH
"BEST LOCKING SYSTEM" PER OWNER REQUEST.
8. EXISTING WATERCOOLER TO BE REINSTALLED
9. CORRIDOR PORTAL, REF. SHEET 4/AE113 & 8/AE113
FOR SECTIONS AND DETAILS
10.SEAL ALL NEW PIPE PENETRATIONS, CONCRETE
INFILL, SEAL WITH INTUMESCENT SEALER, TYP.
REF. SHEET 10/G-007.
11.SURROUNDING WALLS, FLOORING AND TERRAZZO
COVE BASE TO BE REPAIRED AND CLEANED. NEW
TILE TO MATCH EXISTING.
12.GYPSUM BOARD FURROUT TO CONCEAL NEW
PLUMBING PIPING. FURROUT TO BEGIN 30" AFF.
NEW TILE TO MATCH EXISTING.
13.NOT USED
1
14.TERRAZZO TO BE PATCHED. MATCH EXISTING.
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
MECH.
STAIR
STAIR
CORR.
H.C.
MECH.
D1
ENLARGED MECHANICAL CLOSET 202A
4
D1
204
202
201
203
205
207
209
211
215
217
219
221
222
220
H201
201A
S21
S04
024
234A
218A
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONAL
DATA AND LOCATIONS OF ALL OPENINGS AND
EQUIPMENT TO REMAIN. DISCONNECT ANY
ELECTRIC, GAS, WATER, OR OTHER LINES
SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING
JURISDICTION BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR TO REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH
ADJACENT CONSTRUCTION IN QUALITY, SIZE,
TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.ALL DRYWALL AND PLASTER
WALLS AND CEILING TO RECEIVE NEW PAINT; LEVEL
ONE, TWO AND THREE
D. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
Edmond, Oklahoma
MECH.
SHAFT
2-HR
2'-10"
2-HR
MECH.
SHAFT
2-HR
D1
2-HR
DORM
DORM
DORM
DORM
DORM
DORM
MEN'S RR
MECH.
MECH
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
MEN'S RR
DORM
DORM
Room Name
University of Central Oklahoma
Murdaugh Hall Renovation
2'-5"
D1
2-HR
2-HR
2'-10"
1'-1 1/2"
229
227
225
223
265
263
261
202A
261A
244
242
240
238
236
234
232
230
228
226
224
218
208
206
Room Number
A
D1
D1
2'-5" 1'-1 1/2"
2-HR
D1
D1
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
Room Name
C
MECH.
201A
MECH.
202A
Room Number
OM
D
Room Name
ARCHITECTURAL
KEYNOTES
SECOND LEVEL ROOMS
LI
213
266
264
262
258
256
254
252
250
248
246
H202
245
247
249
251
243
241
239
237
235
233
231
SECOND LEVEL ROOMS
EC
SECOND LEVEL ROOMS
Room Number
5
GENERAL NOTES
4
T
3
2
ST A
1
1'-4" 2'-8"
5'-4"
03/30/16
SHEET NUMBER:
0
2'
4'
8'
0
.
10'
20'
AE105
EXISTING WALL
MECH.
301A
D1
2-HR
2-HR
2-HR
2'-8 3/4"
2-HR
2-HR
D1
D1
MEN'S RR
318
ENLARGED MECHANICAL CLOSET 301A
4
D1
SCALE: 3/8" = 1'-0"
MEN'S RR
361
ENLARGED MECHINCAL CLOSET 302A
5
SCALE: 3/8" = 1'-0"
1
12
13
14
2
3
4
5
7
8
9
10
O F O K LA
H
PHILIP G.
McNAYR
2134
A
D1
MECH.
SHAFT
D
E
EN
C
MECH.
SHAFT
D1
2-HR
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
OM
CORR.
H302
2-HR
D1
NEW PARTITION - 1 HR RATED
1'-1 1/2"
2'-2"
CORR.
H301
2-HR
2'-2"
D
1-HR
MECH.
302A
D1
1'-1 1/2"
NEW PARTITION - 2 HR RATED
Frankfurt Short Bruza
Architects Engineers Planners
LI
1. PLASTER PATCH BACKSIDE OF WALL AFTER THE
INSTALLATION OF NEW PLUMBING PIPING. REPAIR
AND PATCH CERAMIC TILE
2. PLASTER PATCH BACKSIDE OF WALL AFTER THE
INSTALLATION OF NEW PLUMBING PIPING
3. EXISTING INCINERATOR TO CONTAIN FIRESTOP
SILICONE SEALANT, SELF LEVELING. REF. SHEET
10/G-007
4. INSTALL NEW VANITY AND COMBINATION
MIRROR/MEDICINE CABINET
5. NEW TERRAZZO PRECAST COVE BASE - TO MATCH
BASE BUILDING
1
6. NEW ACCESS PANEL WITH TAMPER PROOF
SCREWS. ACCESS PANELS TO BE INSTALLED WITH
"BEST LOCKING SYSTEM" PER OWNER REQUEST.
7. EXISTING WATERCOOLER TO BE REINSTALLED
8. CORRIDOR PORTAL, REF. SHEET 4/AE113 & 8/AE113
FOR SECTIONS AND DETAILS.
9. SEAL ALL NEW PIPE PENETRATIONS, CONCRETE
1
INFILL, SEAL WITH INTUMESCENT SEALER, TYP.
REF. SHEET 10/G-007
10.SURROUNDING WALLS, FLOORING AND TERRAZZO
COVE BASE TO BE REPAIRED AND CLEANED. NEW
TILE TO MATCH EXISTING.
11.GYPSUM BOARD FURROUT TO CONCEAL NEW
PLUMBING PIPPING. FURROUT TO BEGIN 30" AFF.
NEW TILE TO MATCH EXISTING.
12.NOT USED
13.TERRAZZO TO BE PATCHED. MATCH EXISTING.
16
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONAL
DATA AND LOCATIONS OF ALL OPENINGS AND
EQUIPMENT TO REMAIN. DISCONNECT ANY
ELECTRIC, GAS, WATER, OR OTHER LINES
SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING
JURISDICTION BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR TO REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH
ADJACENT CONSTRUCTION IN QUALITY, SIZE,
TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.ALL DRYWALL AND PLASTER
WALLS AND CEILING TO RECIEVE NEW PAINT; LEVEL
ONE, TWO AND THREE
D. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
T
ARCHITECTURAL
KEYNOTES
NEW PARTITION
2-HR
5
GENERAL NOTES
EC
4
ARCHITECTURAL LEGEND
T
3
2
ST A
1
SE
D A RCH
IT
17
15
DN
18
C1
3
6
CLOSET
C1 8
363
5
AE106
364
E1
362
1
C1 E1
1 10
TYPICAL DORM ROOM
W/ PRIVATE BATHROOM
360
4'-6"
E1 10 E1
11
361
D1
B
7
D1
H302
C1 C1
358
6
C
8
356
C1
ENLARGED FLOOR PLAN TYPICAL TWO - THIRD FLOOR
C1
CLOSET
4/15/2016 5:01:13 PM
C
A2
361A
361A
A2
3
6
F1
354
2
342
340
338
336
334
332
330
328
326
C1
8
8
8
C1
C1
C1
C1
334B
C1
H300
8
C1
8
C1
C1
8
C1
C1
6"
315
D1
B
D1
7
324
1
10
318
318A
3
6
318A
C1
313
C1 8
C1
C1
311
1
2
C1 8
1
DN
D1
S31
343
341
339
337
335
333
331
329
327
325
DN
10
323
6
352
E1
11 10
1
D1
A2
C
E1
6
1
10
2'-1 3/4"
2
344
S34
4
C1 C1
E1 4'-6"
2
SCALE: 1/4" = 1'-0"
3
10
317
E1 8
1
318
1
8 C1
6
10
B
6
C
319
4
AE106
301A
361
1
10
3
E1
6
320
302A
BATHROOM
TYPICAL DORM ROOM
321
C1
CLOSET
9
5
5
322
C1
ALN
ALN
ALN
E1
365
C1
8
CLOSET
4
9
8
366
F1
E1
C1 C1
309
H301
C
6
351
8 C1
308
B
307
C1
5
9
350
349
306
305
Edmond, Oklahoma
5'-9"
TYP.
A2
1'-0"
CLOSET
A
1'-0"
C
6'-0"
CORRIDOR
13
A
318A
3'-0"
TYP.
DN
13
University of Central Oklahoma
Murdaugh Hall Renovation
DN
REVISION HISTORY:
TYPICAL DORM ROOM
348
10
CLOSET
6'-0"
5'-9"
TYP.
ALN
6
7
8
9
8 C1
E1
3'-0"
TYP.
5
10
11
12
13
304
14
303
8 C1
4
346
9
1
345
C1 C1
C1 8
THIRD FLOOR PLAN
302
301
C1 C1
SCALE: 3/32" = 1'-0"
D
CLOSET
8
347
C1
D
DN
13
13
DN
2
1
1
TYPICAL DORM ROOM
2
DN
3
4
15
16
DN
17
CLOSET
04/18/16
DESCRIPTION
DATE
18
PROJECT INFORMATION:
DESIGNED BY:
10
BDF
THIRD LEVEL ROOMS
E1
ALN
ADDENDUM 002
Room Number
5
THIRD LEVEL ROOMS
Room Name
Room Number
Room Name
THIRD LEVEL ROOMS
Room Number
THIRD LEVEL ROOMS
Room Name
Room Number
Room Name
THIRD LEVEL ROOMS
Room Number
DRAWN BY:
LGN
Room Name
REVIEWED BY:
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
MJW
A
318
H300
S31
H301
317
361
362
356
311
H302
S34
366
364
360
358
354
E1
ALN
2
5
9
ENLARGED FLOOR PLAN TYPICAL ONE - THIRD FLOOR
SCALE: 1/4" = 1'-0"
1
2
MEN'S RR
CORR.
STAIR
CORR.
DORM
MEN'S RR
DORM
DORM
DORM
CORR.
STAIR
DORM
DORM
DORM
DORM
DORM
352
350
348
346
345
347
349
351
343
341
339
337
335
333
331
329
3
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
327
325
323
308
306
304
302
301
303
305
307
309
313
315
319
321
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
322
320
301A
324
318A
326
328
330
332
334
336
338
340
342
344
361A
4
DORM
DORM
MECH.
DORM
MECH.
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
MECH.
363
365
302A
S04
024
334B
DORM
DORM
MECH.
STAIR
CORR.
H.C.
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
THIRD FLOOR PLAN
0
N
5
1'-4" 2'-8"
5'-4"
0
2'
4'
8'
0
.
10'
20'
ISSUE DATE:
03/30/16
SHEET NUMBER:
AE106
3
4
DORM
MEN'S RR
MECH.
DORM
DORM
HALL DIRECTOR
APARTMENT
BONUS DORM ROOM
BONUS DORM ROOM
STAIR
FRONT DESK
STAIR
BONUS DORM ROOM
DORM
DORM
MEN'S RR
DORM
141A
143
S13
128
S12
123
122
120
118
108
7
5
106
104
102
101
103
105
107
109
111
113
115
117
119
121
H101
100E
100B
Room Name
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
HK CLOSET
MECHANICAL CLOSET
9
8
Room Number
H100
100C
100A
126
124
123A
100F
100D
101A
H200
S04
158
167
178
024
123A
10
Room Name
Room Number
CORR.
MECHANICAL CLOSET
HOUSEKEEPING
CLOSET
RA OFFICE
RA DIRECTOR
STAFF OFFICE
HOUSEKEEPING
CLOSET
TPHONE CLOSET
MECH.
CORR.
STAIR
DORM
CRAWL SPACE
CRAWL SPACE
CORR.
BONUS DORM ROOM
11
124
124A
123B
123C
123D
144A
140
BONUS DORM ROOM
RR
RR
Room
Room
RR
HALL DIRECTOR
APARTMENT
RR
LOUNGE
GAME ROOM
MECH.
MECH.
CORR.
CORR.
CORR.
CORR.
STAIR
141B
130
130A
161A
130B
H171
H172
H173
H174
S12B
12
Room Name
14
1. SUSPENDED LIGHT FIXTURES, ADD SUPPORT AS
REQUIRED, TYP. REFERENCE SHEET 1/EL101 FOR
LIGHT FIXTURE PLACEMENT.
2. EXISTING BEAMS LOCATED WITHIN MAIN LOBBY, TO
BE REPAIRED, CLEANED AND PAINTED.
3. DEMO'D TIN CEILING TILES TO BE REUSED AT NEW
FURR DOWN.
4. 5/8" MOISTURE RESISTANT GYP BD CEILING, FINISH
& PAINT PER FINISH SCHEDULE.
5. GYP BD CEILING ON SUSPENDED SYSTEM
1
BETWEEN EXISTING COFFER BEAM.
6. FURR DOWN TO ENCLOSE DUCTWORK.
7. ACCESS PANEL WITH TAMPER PROOF SCREWS. TO
BE INSTALLED WITH "BEST LOCKING SYSTEM" PER
OWNER REQUEST.
8. DRYWALL FURR DOWN STAIR LANDING CEILING
15
5
AE113
16
17
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONAL
DATA AND LOCATIONS OF ALL OPENINGS AND
EQUIPMENT TO REMAIN. DISCONNECT ANY
ELECTRIC, GAS, WATER, OR OTHER LINES
SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING
JURISDICTION BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR TO REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH
ADJACENT CONSTRUCTION IN QUALITY, SIZE,
TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.ALL DRYWALL AND PLASTER
WALLS AND CEILING TO RECIEVE NEW PAINT; LEVEL
ONE, TWO AND THREE
D. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
D
E
O F O K LA
H
PHILIP G.
McNAYR
2134
A
5
AE113
2
151
161
168
163
165
144
Room Number
EN
C
1
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
Room Name
ARCHITECTURAL
KEYNOTES
FIRST LEVEL ROOMS
OM
D
Room Number
FIRST LEVEL ROOMS
LI
260
166
164
162
160
H169
156
154
152
150
148
146
H167
145
147
149
Room Name
FIRST LEVEL ROOMS
T
Room Number
FIRST LEVEL ROOMS
EC
FIRST LEVEL ROOMS
5
GENERAL NOTES
4
T
3
2
ST A
1
SE
D A RCH
IT
TYPICAL CEILING LEGEND
DN
2' x 2' COFFERED CEILING TILE
7
A
DN
7
8'-0"
AFF
MOISTURE RESISTANT GYPSUM
BOARD CEILING
4' FLUORESCENT FIXTURE - STRIP
8'-0"
AFF
WALL MTD INTERIOR LIGHT
EXIT SIGNS
122
166
GYP BD CEILING
University of Central Oklahoma
Murdaugh Hall Renovation
DN
3'-4 1/4"
3'-4 1/2"
18
H101
121
165
LIGHT COVE DIFFUSER
CROWN MOLDING
C
163
WEST CORRIDOR
162
1
AE111
120
EAST CORRIDOR
164
2
AE111
C
2X2 SUPPLY DIFFUSER
119
RETURN REGISTER
ACCESS DOORS
117
5
160
115
B
161
2
AE112
118
128
158
144
140
126
124
3
113
124A
144A
1
2
1'-0"
8'-6"
AFF
156
3'-1"
B
1'-0"
1
8'-6"
AFF
130
1
8'-6"
AFF
8'-6"
AFF
100F
3'-1"
100E
154
S12
4
8'-4"
AFF
UP
143
141A
DN
DN
4'-9 1/4"
100B
STAIR
4/15/2016 5:01:27 PM
111
100D
4
UP
109
123B
123
8'-4"
AFF
123A
8
C
B
STAIR
Edmond, Oklahoma
DN
H101
8
REVISION HISTORY:
8'-6"
AFF
152
S13
151
6
108
107
106
105
3
AE113
EAST CORRIDOR
150
148
147
5
6
7
8
9
10
11
12
13
WEST CORRIDOR
130A
149
1
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
103
104
14
ADDENDUM 002
LGN
DRAWN BY:
1
REVIEWED BY:
FIRST FLOOR - NEW CEILING PLAN
MJW
145
146
D
A
SCALE: 1/8" = 1'-0"
102
8'-0"
AFF
101
7
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
8'-0"
AFF
3'-5"
A
3'-5"
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
LGN
SHEET TITLE:
FIRST FLOOR - NEW CEILING
PLAN
7
DN
DN
ISSUE DATE:
DN
1
2
DN
3
4
15
16
03/30/16
17
18
N
SHEET NUMBER:
0
4'
8'
16'
AE108
1
2
3
4
5
DORM
DORM
DORM
DORM
DORM
DORM
MEN'S RR
MECH.
MECH
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
MEN'S RR
DORM
DORM
204
202
201
203
205
207
209
211
215
217
219
221
222
220
H201
201A
S21
S04
024
234A
218A
Room Name
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
MECH.
STAIR
STAIR
CORR.
H.C.
MECH.
1
1. 5/8" MOISTURE RESISTANT GYP BD CEILING,
FINISH & PAINT PER FINISH SCHEDULE.
2. 2' x 4' ACCESS PANEL WITH TAMPER PROOF
SCREWS. ACCESS PANEL TO BE INSTALLED WITH
"BEST LOCKING SYSTEM" PER OWNER REQUEST.
3. DRYWALL FURR DOWN STAIR LANDING CEILING.
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONAL
DATA AND LOCATIONS OF ALL OPENINGS AND
EQUIPMENT TO REMAIN. DISCONNECT ANY
ELECTRIC, GAS, WATER, OR OTHER LINES
SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING
JURISDICTION BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR TO REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH
ADJACENT CONSTRUCTION IN QUALITY, SIZE,
TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.ALL DRYWALL AND PLASTER
WALLS AND CEILING TO RECIEVE NEW PAINT; LEVEL
ONE, TWO AND THREE
D. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
D
E
O F O K LA
H
PHILIP G.
McNAYR
2134
A
229
227
225
223
265
263
261
202A
261A
244
242
240
238
236
234
232
230
228
226
224
218
208
206
Room Number
EN
C
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
CORR.
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
Room Name
T
Room Number
OM
D
Room Name
ARCHITECTURAL
KEYNOTES
SECOND LEVEL ROOMS
LI
213
266
264
262
258
256
254
252
250
248
246
H202
245
247
249
251
243
241
239
237
235
233
231
SECOND LEVEL ROOMS
EC
SECOND LEVEL ROOMS
Room Number
5
GENERAL NOTES
4
T
3
2
ST A
1
SE
D A RCH
IT
TYPICAL CEILING LEGEND
2' x 2' COFFERED CEILING TILE
GYP BD CEILING
MOISTURE RESISTANT GYPSUM
BOARD CEILING
UP
8'-0"
AFF
4' FLUORESCENT FIXTURE - STRIP
DN
WALL MTD INTERIOR LIGHT
2
EXIT SIGNS
8'-0"
AFF
LIGHT COVE DIFFUSER
266
265
222
221
H201
CROWN MOLDING
C
C
2X2 SUPPLY DIFFUSER
264
263
WEST CORRIDOR
RETURN REGISTER
220
202A
201A
219
262
ACCESS DOORS
217
EAST CORRIDOR
261
260
B
1
218
8'-0"
AFF
215
8'-0"
AFF
244
242
240
238
236
234
232
230
228
226
224
218
1
1
258
213
234A
B
CENTRAL CORRIDOR
261A
256
8'-0"
AFF
8'-4"
AFF
8'-0"
AFF
CENTRAL CORRIDOR
218A
B
211
STAIR
UP
DN
S21
1
254
1
8'-4"
AFF
243
241
239
237
235
233
231
229
227
225
223
251
EAST CORRIDOR
252
250
208
207
206
249
248
REVISION HISTORY:
3
3
C
209
8'-4"
AFF
WEST CORRIDOR
4/15/2016 5:01:39 PM
UP
Edmond, Oklahoma
A
UP
5
AE113
University of Central Oklahoma
Murdaugh Hall Renovation
2
5
AE113
3'-7"
3'-0 1/2"
DN
247
5
6
7
8
9
10
11
12
13
205
1
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
LGN
DRAWN BY:
204
14
ADDENDUM 002
LGN
203
REVIEWED BY:
A
1
246
A
SECOND FLOOR - NEW CEILING PLAN
SCALE: 1/8" = 1'-0"
202
H201
SHEET TITLE:
201
SECOND FLOOR - NEW CEILING
PLAN
UP
AE113
5
DN
3'-6"
8'-0"
AFF
2
AE113
5
DN
2
ISSUE DATE:
UP
03/30/16
SHEET NUMBER:
N
1
2
3
1
4
15
2
TJC
20141700
8'-0"
AFF
D
PROJECT MANAGER:
PROJECT NUMBER:
245
3'-6"
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
MJW
3
16
4
17
0
18
5
4'
8'
16'
AE109
4
7
5
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
Room Name
327
325
323
308
306
304
302
301
303
305
307
309
313
315
319
321
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
9
8
Room Number
322
320
301A
324
318A
326
328
330
332
334
336
338
340
342
344
361A
Room Name
Room Number
DORM
DORM
MECH.
DORM
MECH.
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
MECH.
10
363
365
302A
S04
024
334B
Room Name
DORM
DORM
MECH.
STAIR
CORR.
H.C.
1. 5/8" MOISTURE RESISTANT GYP BD CEILING, FINISH
& PAINT PER FINISH SCHEDULE.
2. 2' x 4' ACCESS PANEL WITH TAMPER PROOF
SCREWS. ACCESS PANEL TO BE INSTALLED WITH
"BEST LOCKING SYSTEM" PER OWNER REQUEST.
3. DRYWALL FURR DOWN STAIR LANDING CEILING 4".
4. 2' x 3' EXISTING ATTIC DOOR. DOOR LOCATIONS
ARE APPROXIMATE, VERIFY IN FIELD.
1
11
12
14
15
16
17
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONAL
DATA AND LOCATIONS OF ALL OPENINGS AND
EQUIPMENT TO REMAIN. DISCONNECT ANY
ELECTRIC, GAS, WATER, OR OTHER LINES
SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING
JURISDICTION BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR TO REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH
ADJACENT CONSTRUCTION IN QUALITY, SIZE,
TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.ALL DRYWALL AND PLASTER
WALLS AND CEILING TO RECIEVE NEW PAINT; LEVEL
ONE, TWO AND THREE
D. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
D
E
O F O K LA
H
PHILIP G.
McNAYR
2134
A
3
2
352
350
348
346
345
347
349
351
343
341
339
337
335
333
331
329
Room Number
EN
C
1
MEN'S RR
CORR.
STAIR
CORR.
DORM
MEN'S RR
DORM
DORM
DORM
CORR.
STAIR
DORM
DORM
DORM
DORM
DORM
Room Name
ARCHITECTURAL
KEYNOTES
THIRD LEVEL ROOMS
OM
D
Room Number
THIRD LEVEL ROOMS
LI
318
H300
S31
H301
317
361
362
356
311
H302
S34
366
364
360
358
354
Room Name
THIRD LEVEL ROOMS
T
Room Number
THIRD LEVEL ROOMS
EC
THIRD LEVEL ROOMS
5
GENERAL NOTES
4
T
3
2
ST A
1
SE
D A RCH
IT
TYPICAL CEILING LEGEND
2' x 2' COFFERED CEILING TILE
18
366
4' FLUORESCENT FIXTURE - STRIP
8'-0"
AFF
3'-1 1/4"
8'-0"
AFF
2
WALL MTD INTERIOR LIGHT
EXIT SIGNS
365
322
H301
321
LIGHT COVE DIFFUSER
CROWN MOLDING
364
320
363
302A
1
362
EAST CORRIDOR
B
319
RETURN REGISTER
ACCESS DOORS
317
301A
1
361
360
C
2X2 SUPPLY DIFFUSER
WEST CORRIDOR
C
315
361
318
1
358
344
342
340
338
336
334
332
330
328
326
324
313
1
H302
334B
7'-4 1/2"
4
356
H300
B
8'-0"
AFF
CENTRAL CORRIDOR
4
8'-4"
AFF
8'-0"
AFF
CENTRAL CORRIDOR
H300
311
B
S34
1
354
329
4
343
341
339
337
335
333
331
327
325
323
S31
1
8'-4"
AFF
3
3
C
351
349
EAST CORRIDOR
350
348
347
5
6
7
8
9
10
11
12
13
REVISION HISTORY:
308
307
306
305
WEST CORRIDOR
4/18/2016 7:27:27 PM
8'-4"
AFF
352
309
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
304
14
Edmond, Oklahoma
2
A
MOISTURE RESISTANT GYPSUM
BOARD CEILING
DN
University of Central Oklahoma
Murdaugh Hall Renovation
5
AE113
3'-6 1/4"
5
AE113
GYP BD CEILING
DESIGNED BY:
303
LGN
DRAWN BY:
LGN
1
A
346
THIRD FLOOR - NEW CEILING PLAN
MJW
SCALE: 1/8" = 1'-0"
H301
302
345
2
DN
PROJECT MANAGER:
TJC
20141700
8'-0"
AFF
AE113
5
SHEET TITLE:
3'-7 1/2"
D
A
301
PROJECT NUMBER:
8'-0"
AFF
3'-1 1/2"
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
REVIEWED BY:
THIRD FLOOR - NEW CEILING
PLAN
2
DN
AE113
5
ISSUE DATE:
03/30/16
1
2
3
4
15
16
17
18
N
SHEET NUMBER:
0
4'
8'
16'
AE110
1
2
3
4
5
5
GENERAL NOTES
ARCHITECTURAL
KEYNOTES
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
O F O K LA
H
PHILIP G.
McNAYR
2134
A
D
E
OM
D
16. DEMO TRIM WHERE ABUTS PORTAL FURR DOWN
17. DEMO CHAIR RAIL WHERE ABUTS PORTAL FURR
OUT
18. NEW GYP PORTAL AT FOREGROUND - PAINTED AND
TEXTURED TO MATCH EXISTING.
19. EXISTING PLASTER WALL TO REMAIN
20. PORTAL BASE TO BE 1X6 OAK STOCK, FLAT AT
RETURN, SCRIBE WOOD BASE TO MATCH COVE
BASE.
21. EXISTING TERRAZZO COVE BASE TO REMAIN
22. NEW 3/4" X 5 1/4" CROWN MOLDING, STAIN TO
MATCH BASE BUILDING FINISH
23. LIGHT COVE BEYOND
24. METAL STUD TO BE ATTTACHED WITH CONCRETE
ANCHORS
25. HIGH PRESSURE LAMINATE DOORS AND TOEKICK
26. PULLS
LI
EN
C
1. 5/8" GYP. BD ON 3 5/8" METAL STUDS @ 16" O.C.
2. FURR DOWN TO BE FINISHED AND PAINTED CEILING
WHITE. ALL CORNERS TO HAVE CORNER BEAD,
TAPE / BED, SAND AND PAINT.
3. SURFACE MOUNT LED DIRECT / INDIRECT LIGHT
FIXTURE. REFERENCE ELECTRICAL SHEET EL501
LIGHTING FIXTURE SCHEDULE
4. FAN COIL UNIT ABOVE WITH INTEGRATED
TELESCOPING BOTTOM PANEL
5. FURR OUT BEYOND
6. EXISTING MIRROR TO REMAIN
7. EXISTING SOLID SURFACE INTEGRAL SINK VANITY
TO REMAIN
8. NEW SOLID SURFACE TOILET PARTITIONS
1
9. NEW VANITY WITH ROUND, UNDERMOUNT
VITREOUS CHINA SINK & SOLID SURFACE
COUNTERTOP, BACK SPLASH AND SIDE SPLASH
10.NEW RECESSED MOUNT, STAINLESS STEEL
MEDICINE CABINET WITH MIRROR
11.NEW SURFACE MOUNT VANITY LIGHT - REFERENCE
ELECTRICAL SHEET EL501 LIGHTING FIXTURE
SCHEDULE
12.ELECTRICAL WITHIN NEW WOOD CHAIR RAIL
13.6" TERRAZZO COVE BASE TO REMAIN
14.PORTAL FURR OUT BEYOND
15.EXISITING CONCRETE BEAM
A. DRAWINGS ARE ONLY AN APPROXIMATION OF
EXISTING CONDITIONS. GENERAL CONTRACTOR
SHALL VISIT SITE AND EXAMINE EXISTING
STRUCTURE, NOTE ALL CONDITIONS AS TO
CHARACTER AND EXTENT OF WORK INVOLVED,
VERIFY ALL DIMENSIONS PRIOR TO LAYOUT AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES,
BEFORE STARTING ANY WORK.
B. GENERAL CONTRACTOR SHALL COORDINATE ALL
TRADE REQUIREMENTS AND REPORT CONFLICTS
IMMEDIATELY IF FOUND. THE GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONAL
DATA AND LOCATIONS OF ALL OPENINGS AND
EQUIPMENT TO REMAIN. DISCONNECT ANY
ELECTRIC, GAS, WATER, OR OTHER LINES
SERVICING THE EQUIPMENT PER RULES AND
REGULATIONS OF AUTHORITIES HAVING
JURISDICTION BEFORE ANY WORK IS TO PROCEED.
C. GENERAL CONTRACTOR TO REPAIR EXISTING
CONSTRUCTION, AS REQUIRED, TO MATCH
ADJACENT CONSTRUCTION IN QUALITY, SIZE,
TEXTURE, AND FINISH, WHERE DAMAGED BY
DEMOLITION WORK.ALL DRYWALL AND PLASTER
WALLS AND CEILING TO RECIEVE NEW PAINT; LEVEL
ONE, TWO AND THREE
D. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS
AND CONCRETE MASONRY UNLESS NOTED
OTHERWISE.
T
ARCHITECTURAL
KEYNOTES
EC
4
T
3
2
ST A
1
SE
D A RCH
IT
8'-4"
AFF
C
2
3'-1"
22
23
22
24 23
5'-10"
C
2
3'-1"
SECTION - PORTAL CEILING TRANSITION
SCALE: 1" = 1'-0"
24 22
23
1'-3"
24
8'-0"
AFF
22 1
6
24
2
2
16
16
1 1/2"
CONTINUOUS
SEALANT
3/4"
16
1
17
17
17
18
18
5 1/4"
17
ELEC COVER
PLATE BEYOND
19
MC CABLE
REF. SHEET EP401 FOR
NUMBER OF RECEPTACLES
PER RACEWAY
BLOCKING
19
21
B
4/15/2016 5:01:58 PM
20
3
21
19
3'-1"
1X6 STAIN TO MATCH
EXISTING WOOD FINISH
THRU-OUT DORMATORY
GROUND FLOOR
21
100'-0"
21
19 20
1/2"
ELEVATION - TYPICAL CORRIDOR PORTAL AT 1ST, 2ND AND 3RD
4
SCALE: 1/2" = 1'-0"
1
3/4"
B
CONTINUOUS
SEALANT
CHAIR RAIL/ ELECT RACEWAY FOR DORM RM
Edmond, Oklahoma
24
24
University of Central Oklahoma
Murdaugh Hall Renovation
1'-7"
24
1'-2 1/2"
EXISTING STRUCTURE
REVISION HISTORY:
SCALE: 6" = 1'-0"
2
1
AE113
FURR DOWN
BEYOND
15
2'-0"
1'-2 1/2"
1'-6"
26
25
6'-0"
DATE
PROJECT INFORMATION:
DESIGNED BY:
LGN
DRAWN BY:
LGN
6
7
4'-7"
A
PROJECT MANAGER:
TJC
20141700
SHEET TITLE:
8
INTERIOR ELEVATIONS,
SECTIONS & DETAILS
GROUND FLOOR
100'-0"
ISSUE DATE:
0
3
DESCRIPTION
PROJECT NUMBER:
2'-6"
2
04/18/16
JBC
CORRIDOR
2
ADDENDUM 002
REVIEWED BY:
13
1
1
2'-6"
4"
EXTERIOR
FOR REF. ONLY
TYPICAL DORM ROOM
4
3'-8"
A
3
2
1
14
3'-0"
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
12
REF. RCP
8' - 0"
5
11
10
9
6'-7 1/2"
4
AE112
3
2
1
8'-0"
AFF
ELEVATION - TYPICAL DORM ROOM AT 1ST, 2ND & 3RD
2'
4'
03/30/16
SHEET NUMBER:
SCALE: 1/2" = 1'-0"
4
1'
5
0
6"
1'-0"
2'-0"
0
1"
2"
4"
AE112
1
3
2
5
4
Frankfurt Short Bruza
Architects Engineers Planners
EXISTING STRUCTURE
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
5" BIRCH CROWN MOLDING
STAIN TO MATCH BASE BUILDING
EC
C
SURFACE MOUNT STRIP LIGHT
WITH REFLECTOR.
REF. ELECTRICAL SHEET EL501
LIGHT FIXTURE SCHEDULE.
SE
D A RCH
IT
BLOCKING
METAL TRANSITION STRIP
EXISTING TERRAZZO FLOOR
5/8" GYP BOARD
PAINT AS SCHED.
CLEAR
PHILIP G.
McNAYR
2134
EN
1X6 OAK STOCK, FLAT
@ RETURN, SCRIBE WOOD BASE
TO MATCH TERRAZZO BASE COVE
2 1/2" METAL STUD AT 16" O.C.
8"
H
T
5/8" GYP BOARD
T
5/8" GYP BOARD
PAINT AS SCHED.
ST A
1'-4"
7/8"HAT CHANNEL
@ 16" O.C.
O F O K LA
A
CONTINUOUS SEALANT
D
E
LI
EXISTING STRUCTURE
OM
D
BLOCKING
1
5/8" PARASQUARE DIFFUSER,
CONTINUOUS; CHROME FINISH
7
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
EXISTING CONCRETE
SLAB & BEAM
6"
8
AE113
EXISTING
STRUCTURE
2'-0"
C
5" BIRCH CROWN MOLDING
STAIN TO MATCH BASE BUILDING
EXISTING MOLDING BEYOND
TO BE TRIMMED
TO FIT NEW GYP. FUR OUT.
4'-1 3/4"
EXISTING STRUCTURE
C
FAN COIL UNIT
REF. MECH. PLANS
REINSTALL DEMO'D
24" X 24" DECORATIVE
CEILING TILE
5'-9"
EXISTING 24" X 24" DECORATIVE
CEILING TILE TO REMAIN
FAN COIL UNIT
6'-0"
5/8" GYP. BOARD
ON 3-5/8" METAL STUDS
PAINTED
1
5/8" GYP BOARD
ON 3 5/8" MTL. STUDS
PAINT AS SCHED.
DRYWALL COFFER BEAM
BEYOND
NEW 4'X4' ACCESS PANEL WITH
TAMPER PROOF SCREWS.
ACCESS PANEL TO BE
INSTALLED WITH "BEST LOCKING
SYSTEM" PER OWNER REQUEST.
3-5/8" GYP. BOARD ON
7/8" HAT CHANNEL @ 16" O.C.
PAINTED
2'-1"
5/8" GYP BOARD
ON 3 5/8" MTL. STUDS
PAINT AS SCHED.
1'-1"
SECTION - FUR DOWN AT MANAGERS APT.
SCALE: 1" = 1'-0"
8'-0"
AFF
9'-5"
6
8"
8'-0"
AFF
5/8" GYP BOARD
PAINT AS SCHED.
1'-10"
AIR DIFFUSER
4/15/2016 5:02:12 PM
B
3 5/8" STUD @ 16" O.C.
2'-5"
7
AE113
5
SCALE: 1" = 1'-0"
4
B
5/8" GYP BOARD
PAINT AS SCHED.
3
SECTION - CORRIDOR FAN COIL UNIT @ EXIT DOOR AT 1ST, 2ND & 3RD
8'-6"
AFF
SECTION - FUR DOWN @ GAME ROOM
Edmond, Oklahoma
8
DETAIL - TERRAZZO BASE TRANSITION
University of Central Oklahoma
Murdaugh Hall Renovation
DETAIL - CEILING PORTAL FURR-OUT
REVISION HISTORY:
SCALE: 1 1/2" = 1'-0"
SECTION - CORRIDOR PORTAL FURR-OUT AT 1ST, 2ND AND 3RD
SCALE: 1" = 1'-0"
2
NEW RATED PARTITION
EXISTING TERRAZZO BASE TO
REMAIN
2 #3'S, CONT.
4" MIN.
F.V.
DRILL AND EPOXY #3'S @
24" O.C., ALTERNATING
EACH SIDE
FAN COIL UNIT
REF. MECH. PLANS
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
A
EXISTING CONCRETE
SLAB
3000 PSI CONCRETE INFILL,
TYP.
1
24" X 24" ACOUSTICAL
COFFERED CEILINGS
AS SPEC'D
5/8" GYP BOARD
ON 1 1/2" MTL. STUDS
PAINT AS SCHED.
STRIP LIGHT
REF. ELECTRICAL
PLANS & SCHED.
5/8" GYP BOARD
ON 3 5/8" MTL. STUDS
PAINT AS SCHED.
5" BIRCH CROWN MOLDING
STAIN TO MATCH BASE BUILDING
EXISTING CONCRETE BEAM
5/8" GYPSUM BOARD ON
2 1/2" METAL STUDS,
PAINT AS SCHED.
4'-1 3/4"
3"
9"
PIPE BEYOND (IF APPLICABLE),
FIRE SEAL PIPE PENETRATIONS OF
CONCRETE INFILL, SEAL WITH
INTUMESCENT SEALER, TYP.
REF. DETAIL 10/G-007
5 1/2"
EXISTING WALL
1'-1 3/4"
1'-4"
1'-3"
5/8" GYP BOARD
ON 7/8" HAT CHANNELS
PAINT AS SCHED.
RETURN AIR GRILL
WALL MOUNT STRIP LIGHT
WITH REFLECTOR
REF. ELECTRICAL SHEET
EL501 LIGHTING FIXTURE
SCHEDULE
EXISTING BEAM (IF
APPLICABLE)
2
CHASE INFILL DETAIL AT 1ST, 2ND, 3RD AND ATTIC
1
SCALE: 1 1/2" = 1'-0"
1
2
3
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
LGN
WALL MOUNT STRIP LIGHT
WITH REFLECTOR
REF. ELECTRICAL SHEET
EL501 LIGHTING FIXTURE SCHEDULE
DRAWN BY:
5/8" PARASQUARE DIFFUSER,
CONTINUOUS
PROJECT MANAGER:
LGN
REVIEWED BY:
JBC
A
5/8" GYPSUM BOARD ON
2 1/2" METAL STUDS
PAINT AS SCHED.
SECTION - DORM ROOM / CORRIDOR FUR DOWN
0
SCALE: 1" = 1'-0"
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
INTERIOR SECTIONS & DETAILS
2"
4"
8"
ISSUE DATE:
03/30/16
4
5
0
6"
1'-0"
2'-0"
0
4"
8"
1'-4"
SHEET NUMBER:
AE113
5
GENERAL NOTES
4
ADD ALTERNATE FINISH SCHEDULE
CODE
MATERIAL
MANUFACTURER
PATTERN NAME
CPT1
WALK - OFF CARPET TILE BENTLEY MILLS CARPET
CPT2
CARPET TILE - FIELD
BENTLEY MILLS CARPET
CPT3
CARPET TILE - ACCENT
BENTLEY MILLS CARPET
WD1
WOOD PLANK
SHAW CONTRACT GROUP
WDB1
WOOD BASE
BY CONTRACTOR
1. TO BE INSTALLED QUARTER TURN PATTERN
2. TO BE INSTALLED BRICK PATTERN
3. TO BE INSTALLED HERRINGBONE PATTERN
4. TO BE INSTALLED STRIP STAGGARD
ROUGH IDEA
ARCADE LEGEND
COHORT
CLASSIC OAK
CLASSIC OAK
COLOR NAME
FRAME WORK #800657
SPACE WOLF #800601
THUNDER + LIGHTING
RUSTIC NATURAL
RUSTIC NATURAL
SIZE / FINISH
24"X24"
18"X36"
18"X36"
3 1/2" W X 3/4" T&G
6"
NOTES
1
2
3
4
ADD - ALTERNATE
Frankfurt Short Bruza
1. NEW FLOORING AT LOUNGE #130, REFERENCE FINISH
SCHEDULE SHEET AE114
2. NEW SUSPENDED PENDANT TYPE "B", TYP. ADD
SUPPORT AS REQUIRED, TYP. REFERENCE SHEET
1/EL101 FOR LIGHT FIXTURE PLACEMENT
3. NEW SOLID SURFACE TOILET AND SHOWER
PARTITIONS
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
T
ST A
O F O K LA
H
PHILIP G.
McNAYR
2134
A
D
E
OM
D
Architects Engineers Planners
C
EC
LI
EN
1
1
1
1
C
C
1
1
2
1
ADD ALTERNATE #02 - LOUNGE NEW FIXTURES
SCALE: 3/16" = 1'-0"
CPT1
CPT1
3
B
B
CPT3
4/15/2016 5:02:03 PM
3
IT
1
1
1
D A RCH
University of Central Oklahoma
Murdaugh Hall Renovation
1
SE
CPT2
Edmond, Oklahoma
3
2
T
1
CPT2
REVISION HISTORY:
WD1
2
1
ADDENDUM 002
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
3
DESIGNED BY:
LGN
DRAWN BY:
CPT3
LGN
C:\Users\lgn\Documents\My Revit\41700_Arch_lgn.rvt
REVIEWED BY:
CPT2
A
JBC
CPT3
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
ADD ALTERNATE - LOBBY
FLOOR FINISHES, LOBBY
PENDANTS AND TOILET &
SHOWER PARTITIONS
ISSUE DATE:
3
1
ENLARGED BATHROOM TYPICAL DETAIL - ADD ALTERNATE #03
SCALE: 1/4" = 1'-0"
2
3
1
03/30/16
ADD ALTERNATE #01 - LOUNGE FLOORING
N
SCALE: 3/16" = 1'-0"
4
0
0
5
2'
4'
2'-8" 5'-4"
8'
10'-8"
SHEET NUMBER:
AE114
GLOBE VALVE
ABBREVIATIONS
M
Q
W
*ABV.................................................ABOVE
EA..................................................EACH
HB.........................................HOSE BIBB
*MA......................................MEDICAL AIR
QA.........................QUALITY ASSURANCE
W....................................................WATT
AFF..................ABOVE FINISHED FLOOR
EL...........................................ELEVATION
HORIZ..................................HORIZONTAL
MAINT................................MAINTENANCE
QTY..........................................QUANTITY
W....................................................WEST
AGA..........AMERICAN GAS ASSOCIATION
*ELL...............................................ELBOW
HOSP.......................................HOSPITAL
MATL.......................................MATERIAL
ALT.......................................ALTERNATE
ELEC.........................................ELECTRIC
HP.....................................HORSEPOWER
MAX..........................................MAXIMUM
R
W/O..........................................WITHOUT
APPROX............................APPROXIMATE
EMER....................................EMERGENCY
*HR..................................................HOUR
MBH.............THOUSAND BTU PER HOUR
RD.......................................ROOF DRAIN
WC..................................WATER CLOSET
LAVATORY
ARCH...........ARCHITECT,ARCHITECTURAL
EQUIP....................................EQUIPMENT
HSKPG............................HOUSEKEEPING
MC................MECHANICAL CONTRACTOR
REF.......................................REFERENCE
WC.................................WATER COLUMN
WATER CLOSET
AUTO.....................................AUTOMATIC
EQUIV...................................EQUIVALENT
HT...............................................HEIGHT
MED.............................................MEDIUM
REQD.......................................REQUIRED
WG......................................WATER GAGE
AUX........................................AUXILIARY
EST..........................................ESTIMATE
HW.......................................HOT WATER
MECH...................................MECHANICAL
REV.............................REVISE, REVISION
WH...............................WATER HYDRANT
AVG..........................................AVERAGE
ETC............ET CETRA (AND SO FORTH)
HWR.......................HOT WATER RETURN
MEZZ.....................................MEZZANINE
RFI.............REQUEST FOR INFORMATION
WH..................................WATER HEATER
EWC................ELECTRIC WATER COOLER
HP.....................................HORSEPOWER
MFG..............................MANUFACTURING
RFP................REQUEST FOR PROPOSAL
WHA............WATER HAMMER ARRESTOR
EXIST.........................................EXISTING
HYD.........................................HYDRANT
MFR...............................MANUFACTURER
RM.................................................ROOM
WT...............................................WEIGHT
EXT..........................................EXTERIOR
HYD.......................................HYDRAULIC
*MG....MEDIUM PRESSURE NATURAL GAS
X
F
F..........................................FAHRENHEIT
MIN............................................MINIMUM
BFP....................BACKFLOW PREVENTER
Hz.................................................HERTZ
*RPBP...REDUCED PRESSURE BACKFLOW
PREVENTER
MISC..............................MISCELLANEOUS
RPM..............REVOLUTIONS PER MINUTE
BLDG.........................................BUILDING
FCO............................FLOOR CLEANOUT
I
MOD............................................MODIFY
RPS.............REVOLUTIONS PER SECOND
FCU...................................FAN COIL UNIT
ID.................................INSIDE DIAMETER
MTD..........................................MOUNTED
FD......................................FLOOR DRAIN
IE................................INVERT ELEVATION
FDC......FIRE DEPARTMENT CONNECTION
*IN.................................................INCHES
N
*FF..................................FINISHED FLOOR
IN WC...............INCHES WATER COLUMN
N..................................................NORTH
FFA........................FROM FLOOR ABOVE
INFO...................................INFORMATION
NA...............................NOT APPLICABLE
FFB........................FROM FLOOR BELOW
INSUL....................................INSULATION
*NCS.............NATIONAL CAD STANDARDS
FH....................................FIRE HYDRANT
INV EL.......................INVERT ELEVATION
NEG..........................................NEGATIVE
FIG...............................................FIGURE
*IPC......INTERNATIONAL PLUMBING CODE
NIC............................NOT IN CONTRACT
FIXT............................................FIXTURE
IPS.................................IRON PIPE SIZE
NO..............................................NUMBER
FLA.............................FULL LOAD AMPS
ISO.........................................ISOMETRIC
J
NOM...........................................NOMINAL
SQ..............................................SQUARE
SS................................SANITARY SEWER
NPW.....................NONPOTABLE WATER
NTS.................................NOT TO SCALE
STOR........................................STORAGE
PRESSURE REDUCING VALVE
DOMESTIC HOT WATER
PIPE ROUTED TO FLOOR DRAIN
ASME RELIEF VALVE
DOMESTIC HOT WATER RETURN
V
D
PRESSURE AND
TEMPERATURE RELIEF
SOIL OR WASTE VENT
SS
SOIL OR WASTE - ABOVE FLOOR
SS
SOIL OR WASTE - BELOW
FLOOR OR GRADE
A
REDUCER, ECCENTRIC
URINAL
REDUCER, CONCENTRIC
COMPRESSED AIR - ABOVE FLOOR
CO
COMPRESSED AIR - BELOW
FLOOR OR GRADE
DRAIN
A
D
G
MG
FP
CO
NATURAL GAS, LOW
PRESSURE (0.5 PSI)
NATURAL GAS, MEDIUM
PRESSURE (50 PSIG)
CLEANOUT, FLOOR
B
B/B...............................BACK TO BACK
SINK
BFF...................BELOW FINISHED FLOOR
CLEANOUT, WALL
SHOWER HEAD
WATER HAMMER ARRESTOR
DRINKING FOUNTAIN
BLW................................................BELOW
STRAINER, "Y" TYPE
FIRE PROTECTION MAIN
CD
SERVICE SINK/BASIN
FLOOR DRAIN
DOUBLE CHECK VALVE
BACKFLOW PREVENTION DEVICE
CONDENSATE DRAIN
BTU....................BRITISH THERMAL UNIT
BTUH......................................BTU/HOUR
COMPRESSED AIR
OUTLET STATION
A
C
REDUCED PRESSURE BACKFLOW
PREVENTER W/STRAINER
*CA...............................COMPRESSED AIR
CAP...........................................CAPACITY
CONNECT TO EXISTING
RISER DOWN (ELBOW)
CD..........................CONDENSATE DRAIN
HB
HOSE BIBB
WH
WALL HYDRANT
*CBV..............CIRCUIT BALANCING VALVE
*CFH....................CUBIC FEET PER HOUR
RISER UP (ELBOW)
CI...........................................CAST IRON
PIPE ANCHOR
RISE OR DROP
CL......................................CENTER LINE
PIPE SLEEVE THRU
WALL, FOOTING ETC
TEE DOWN
CLG.............................................CEILING
CO........................................CLEAN OUT
FLOW IN DIRECTION OF ARROW
TEE UP
COL............................................COLUMN
PIPE SLOPE IN
DIRECTION OF ARROW
TOP CONNECTION
COMB.................................COMBINATION
CONC......................................CONCRETE
T1
BOTTOM CONNECTION
CONN.....................................CONNNECT
THERMOMETER
C
CONT..................CONTINUE, CONTINOUS
TW
SIDE CONNECTION
BALL VALVE
PI
C
GATE VALVE OR ISOLATION VALVE
(1.2)
TEXT SYMBOLS
UNION
ANGLE VALVE
BLIND FLANGE
...................................ANGLE
CHECK VALVE (STRAIGHT)
CAP
°...............................DEGREE
Ø..........................DIAMETER
CHECK VALVE (SWING GATE)
Ø................................PHASE
Ø................................ROUND
%............................PERCENT
FP...............................FIRE PROTECTION
FPM............................FEET PER MINUTE
FPS...........................FEET PER SECOND
JAN CLO...................JANITOR'S CLOSET
K
O
OC........................................ON CENTER
K............................................THOUSAND
KW...........................................KILOWATT
KWH..............................KILOWATT HOUR
FT.........................................FOOT, FEET
OK
S..................................................SOUTH
Z
SCHED....................................SCHEDULE
SCHEM..................................SCHEMATIC
SECT..........................................SECTION
SF........................SQUARE FEET (FOOT)
SPEC................................SPECIFICATION
STRUCT...............................STRUCTURAL
SYS.............................................SYSTEM
OD............................OUTSIDE DIAMETER
T
OPP.........................................OPPOSITE
T&P.......TEMPERATURE AND PRESSURE
OPT.........................................OPTIONAL
TECH.....................................TECHINICAL
FURN.....................................FURNISHED
L.....................................................LITER
OUT............................................OUTLET
TFA.............................TO FLOOR ABOVE
FV.....................................FLUSH VALVE
LAV.........................................LAVATORY
OZ................................................OUNCE
TFB.............................TO FLOOR BELOW
G
LBS............................................POUNDS
P
THRU........................................THROUGH
CTR.............................................CENTER
G......................................NATURAL GAS
LF..........................LINEAR FEET (FOOT)
PCT..........................................PERCENT
TSTAT.................................THERMOSTAT
CW......................................COLD WATER
GA.....................................GAGE, GAUGE
LKR.............................................LOCKER
PH................................................PHASE
TYP............................................TYPICAL
D
GAL.............................................GALLON
PKG..........................................PACKAGE
D...................................................DRAIN
GALV....................................GALVANIZED
PLBG.......................................PLUMBING
DEG.............................................DEGREE
GC......................GENERAL CONTRACTOR
PPM........................PARTS PER MILLION
DEMO....................................DEMOLITION
GPH..........................GALLON PER HOUR
PRELIM...............................PRELIMINARY
DF...........................DRINKING FOUNTAIN
GPM.......................GALLON PER MINUTE
PRESS....................................PRESSURE
C
U
UL..........UNDERWRITERS LABORATORIES
UNO.............UNLESS NOTED OTHERWISE
V
DIA...........................................DIAMETER
PRV...........PRESSURE REDUCING VALVE
*V....................................................VENT
DIAG..................DIAGRAM, DIAGRAMATIC
PSI.............POUNDS PER SQUARE INCH
V....................................................VOLT
DN..................................................DOWN
PSIA....POUNDS PER SQ. IN. ABSOLUTE
VOL............................................VOLUME
DWG..........................................DRAWING
PSIG............POUNDS PER SQ. IN. GAGE
VTR............................VENT THRU ROOF
DWH..............DOMESTIC WATER HEATER
PWR.............................................POWER
DWV......................DRAIN, WASTE, VENT
PVC.......................POLYVINYL CHLORIDE
NOTE: ABBREVIATIONS SHOWN WITH AN * AT THE BEGINNING OF THE
ABBREVIATION ARE NOT IN THE CURRENT NCS STANDARDS.
4/15/2016 3:17:59 PM
MISCELLANEOUS PLUMBING SCHEDULE
WATER HAMMER ARRESTOR
PDI SYMBOL
FIXTURE UNITS
A
B
C
D
E
F
1 - 11
12 - 32
33 - 60
61 - 113
114 - 154
155 - 330
BASIS OF DESIGN
MARK
FIXTURE
P-1
C:\Users\meb\Documents\My Revit\41700_Plbg_meb.rvt
A
WASTE VENT
(IN)
(IN)
MANUFACTURER
MODEL NO.
DORM ROOM VANITY
LAVATORY
KOHLER
K-2210
P-2
WATER CLOSET
TOTO
CT705ENG
4
P-3
TUB/HAND SHOWER
SYMMONS
S-5504-XCHKS-1.5
P-4
SHOWERHEAD
SYMMONS
P-5
JANITOR'S SERVICE
SINK
CO-1
END OF PIPE CLEANOUT
CO-2
FLOOR CLEANOUT
1-1/2
HW
(IN)
1/2
1/2
DESCRIPTION
17"x 14", UNDERMOUNT SINK, VITREOUS CHINA, WITH OVERFLOW AND CLAMP ASSEMBLY. TRIM: ZURN Z7440-XL SINGLE LEVER MANUAL
FAUCET, 5" SPOUT, POLISHED CHROME, DECK MOUNTED, 4" CENTERSET, 0.5 GPM VANDAL RESISTANT SPRAYER. ADA COMPLIANT.
1-1/4
---
FLOOR MOUNTED WATER CLOSET, WHITE VITREOUS CHINA, ELONGATED BOWL, 1.6 GPF, OPEN FRONT SEAT. TRIM: TOTO
TET1GNC-32 TOILET FLUSHMETER VALVE, INFRARED SENSOR ACTIVATED, ECOPOWER SELF-GENERATING SYSTEM, MANUAL
OVERRIDE BUTTON, 1.6 GPF, POLISHED CHROME.
---
---
3/4
3/4
TUB-HAND SHOWER SYSTEM WITH LEVER HANDLE, PRESSURE-BALANCING MIXING VALVE WITH ADJUSTABLE STOP SCREW TO LIMIT
HANDLE TURN, WALL/HAND SHOWER WITH 5 FOOT FLEXIBLE METAL HOSE, IN-LINE VACUUM BREAKER, WALL CONNECTION AND
CRADLE FOR HAND SHOWER MOUNTING, TUB SPOUT AND 1.5 GPM FLOW RATE RESTRICTOR. POLISHED CHROME FINISH.
1
4-221-1.5
---
---
---
---
WALL MOUNTED SHOWERHEAD AT 6'-6" AFF WITH ADJUSTABLE SPRAY AND VOLUME CONTROL, 1.5 GPM FLOW RATE RESTRICTOR,
POLISHED CHROME FINISH.
KOHLER
K-6714
3
2
3/4
3/4
WALL MOUNTED SERVICE SINK, 22"x18"x12" DEEP, 10" BACKSPLASH, 8" CENTER FAUCET HOLES, CAST IRON, ACID-RESISTANT
ENAMEL FINISH W/ STAINLESS STEEL RIM GUARD. TRIM: KOHLER SERVICE SINK FAUCET K-8907 CHROME PLATED FINISH, VACUUM
BREAKER, 8" CENTERS, PAIL HOOK, HOSE CONNECTION AND WALL BRACE. KOHLER 6673 TRAP FOR 3" IRON PIPE.
WADE
8590-B
---
---
---
THREADED BRASS RAISED HEAD CLEANOUT PLUG DRILLED AND TAPPED FOR 1/4-20 SCREW.
WADE
FLOOR DRAIN
WADE
FD-2
FLOOR DRAIN
WADE
WH-1
WALL HYDRANT
WADE
RPZ BACKFLOW PREVENTER
1-1/2"
CW
(IN)
2
FD-1
BFP-1
(APPLIES TO ALL PLUMBING SHEETS)
PIPING ROUGH-IN
6000
1100STD
WATTS
SEE PLAN
SEE PLAN
---
---
---
CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, FLANGED FERRULE AND ROUND SECURED NICKEL BRONZE TOP.
SEE PLAN
---
---
---
CAST IRON FLOOR DRAIN WITH FLANGE, INTEGRAL REVERSIBLE CLAMPING COLLAR, SEEPAGE OPENINGS, 1/2" TRAP PRIMER
CONNECTION, NICKEL BRONZE STRAINER WITH VANDAL PROOF SCREWS.
1210
SEE PLAN
---
---
---
CAST IRON MEDIUM DEPTH FLOOR DRAIN WITH FLANGE, INTEGRAL CLAMPING COLLAR AND DUCTILE IRON LOOSE SET TRACTOR
GRATE AND (27) ALUMINUM SEDIMENT BUCKET, 1/2" TRAP PRIMER CONNECTION, VANDAL PROOF SCREWS.
8600
---
---
3/4
---
3/4" NON-FREEZE EXPOSED WALL HYDRANT WITH STRAIGHT INLET CONNECTIONS, BRONZE CASING NICKEL BRONZE FACE AND
ANTI-SIPHON BACKFLOW PREVENTER.
LF009
---
---
3
---
TMV-1
THERMOSTATIC
MIXING VALVE
SYMMONS
7-1000A
---
---
1-1/2
1-1/2
TP-1
TRAP PRIMER
SIOUX CHIEF
695
SEE PLAN
---
1/2
---
REDUCED PRESSURE ZONE BACKFLOW PREVENTER, 3" SIZE, TWO IN-LINE INDEPENDENT CHECK VALVES WITH AN INTERMEDIATE
RELIEF VALVE. PROVIDE WITH 'QT' QUARTER TURN, FULL PORT, RESILIENT SEATED BALL VALVE SHUT-OFFS; AND STRAINER.
1-1/2" INLETS, 2" OUTLET, THERMOSTATIC CONTROLLER CAPABLE OF 67 GPM AT 10 PSI PRESSURE DIFFERENTIAL, WITH SEPARATE
CHECK STOPS, REMOVABLE CARTRIDGE WITH STRAINER, STAINLESS STEEL PISTON AND LIQUID FILLED THERMAL MOTOR WITH
BELLOWS MOUNTED OUT OF WATER. VOLUME CONTROL SHUT OFF VALVE, BIMETAL DIAL THERMOMETER, 3" FACE, BRASS PIPE
FITTINGS AND UNIONS.
A. SLOPE SOIL AND WASTE DRAIN 3" AND LARGER AT 1% SLOPE
MINIMUM, UNLESS NOTED OTHERWISE, AND SIZE LESS THAN
3" SLOPE 2% MINIMUM UNLESS NOTED OTHERWISE.
B. ALL PIPING SHALL BE COORDINATED WITH FIRE PROTECTION,
MECHANICAL DUCTWORK AND PIPING, ELECTRICAL LIGHTING
AND POWER, STRUCTURAL AND ARCHITECTURAL SYSTEMS.
C. DEMOLITION OF ANY EXISTING CONSTRUCTION REQUIRED BY
PLUMBING CONTRACTOR TO PROPERLY COMPLETE THEIR
WORK SHALL BE ACCOMPLISHED AS A PART OF THEIR WORK
AND SHALL BE PART OF THE PRIME CONTRACT.
D. PIPE CLEANOUT SHALL BE LINE SIZE, 4" MAXIMUM. LOCATE 100'
APART MAXIMUM.
E. ALL RISER, STACKS, LEADERS, RUNOUTS OR BRANCHES
THROUGH FLOOR LEVELS SHALL BE SLEEVED AND FIRE
CAULKED. SLEEVES SHALL EXTEND MINIMUM OF 2" ABOVE
FLOOR LEVEL.
F. MANUFACTURER'S NAMES, MODEL NUMBERS OR SPECIFIC
PRODUCT LINES LISTED IN THE CONTRACT DOCUMENTS ARE
GIVEN ONLY TO INDICATE THE BASIS OF DESIGN. PRODUCTS
MEETING THE REQUIREMENTS OF THE CONTRACT MAY BE
SUBMITTED FOR APPROVAL.
G. ALL EXISTING PLUMBING PIPING FROM ABOVE BASEMENT
FLOOR TO BELOW ROOF SHALL BE DEMOLISHED. EXISTING
PIPE ROUTING IS SIMILAR TO NEW PIPE ROUTING SHOWN. ALL
PIPE SIZES SHOWN ARE FOR NEW PIPING. EXISTING PIPE
SIZES AND ROUTING MAY DIFFER FROM THOSE SHOWN.
H. ALL PIPING SHALL BE RAN AS HIGH AS POSSIBLE THROUGHOUT
BASEMENT AND ATTIC.
I. SHUTOFF VALVES AND DRAIN PIPE FOR ALL LAVATORY
FIXTURES SHALL BE INSTALLED AS HIGH AND TIGHT TO
FIXTURE AS POSSIBLE.
J. ALL DEMOLISHED COPPER PIPE AND FITTINGS SHALL BE
TURNED OVER TO UCO FOR RECYCLING. ALL OTHER
MATERIALS SHALL BE HAULED AWAY.
K. ALL DORM ROOM SINKS BACK TO BACK WASTE PIPING SHALL
BE DOUBLE WYE AND 1/8" BEND. NO CROSS TEES SHALL BE
USED.
L. PROVIDE TRAP PRIMERS FOR ALL TRAPS REPLACED ON FLOOR
DRAINS. PROVIDE ACCESS PANEL TO SERVICE TRAP PRIMER.
M. MATERIALS WITHIN RETURN AIR PLENUM SHALL MEET ALL
REQUIREMENTS OF APPLICABLE CODES. INCLUDING IBC.
PRIME PREFECT TRAP PRIMER AND TRAP PRIMER DISTRIBUTOR AS REQUIRED FOR NUMBER OF FLOOR DRAINS SERVED.
B
REVISION HISTORY:
1
Addendum 02
DESIGNED BY:
RDR
DRAWN BY:
RDR
REVIEWED BY:
BAS
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
LEGEND & ABBREVIATIONS
03/30/16
SHEET NUMBER:
CONTRACTOR SHALL PROVIDE C.P. SUPPLIES W/LOOSE-KEY STOPS, C.P. 'P' TRAP W/CLEANOUT, AND WALL ESCUTCHEONS AS REQUIRED.
2
3
4
5
DATE
PROJECT INFORMATION:
P-001
1
04/18/16
DESCRIPTION
ISSUE DATE:
NOTES:
1.
L A H O MA
XFMR...............................TRANSFORMER
GENERAL NOTES
B
GARY W.
JAMES
16166
YR..................................................YEAR
*s.................................................SECOND
TEMP................................TEMPERATURE
NOTE: NOT ALL LEGEND AND ABBREVIATIONS SHOWN ARE
USED ON THIS PROJECT.
F E S S I O NA
YH.................................YARD HYDRANT
ORIG.........................................ORIGINAL
*CP.................................CHROME PLATED
LUBRICATED PLUG VALVE
CIRCUIT BALANCING VALVE - SET
FOR GPM SHOWN IN ().
FM..............................FACTORY MUTUAL
D
RO
Y
S
L
CORR.......................................CORRIDOR
PRESSURE GAUGE WITH GAUGE
COCK (C=COMPOUND GAUGE)
FLR...............................................FLOOR
W/...................................................WITH
FTG............................................FOOTING
CORD.....................................CORDINATE
THERMOMETER WELL
FLEX..........................................FLEXIBLE
MULT........................................MULTIPLE
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
G INEER
H
EN
E
L
A
COMPRESSED AIR
RELIEF VALVE
NON-POTABLE WATER (MAKE-UP)
Frankfurt Short Bruza
Architects Engineers Planners
Edmond, Oklahoma
SYMBOL DESCRIPTION
University of Central Oklahoma
Murdaugh Hall Renovation
DOMESTIC COLD WATER
5
4
P
SYMBOL DESCRIPTION
SYMBOL DESCRIPTION
NPW
3
2
L IC E NS E D
1
3
SHEET KEYNOTES
A. REFER TO SHEET P-001 FOR GENERAL NOTES
APPLICABLE TO THIS SHEET.
B. ALL EXISTING PLUMBING PIPING FROM ABOVE
BASEMENT FLOOR TO BELOW ROOF SHALL BE
DEMOLISHED. EXISTING PIPE ROUTING IS SIMILAR
TO NEW PIPE ROUTING SHOWN. ALL PIPE SIZES
SHOWN ARE FOR NEW PIPING. EXISTING PIPE SIZES
AND ROUTING MAY DIFFER FROM THOSE SHOWN.
C. PROVIDE ACCESSIBLE SHUTOFF VALVES FOR ALL
PLUMBING RISERS IN BASEMENT CEILING.
7. 3/4" CW/HW PIPING DOWN THRU HOSE BIBB SUPPLYING WASHING MACHINE.
8. ROUTE 1" HWR PIPING TO EXISTING HOT WATER CIRCULATING PUMP.
9. REFER TO 1/P-601 FOR ADDITIONAL INFORMATION.
10. ROUTE 2" CW PIPING TIGHT TO WALL THRU SHUTOFF VALVE AND CAP FOR
FUTURE YARD SPRINKLER SYSTEM.
11. ROUTE 1" CW/HW PIPING UP AND 2" SS DOWN.
12. ROUTE 1" CW/HW PIPING UP AND 3" SS DOWN.
13. 3/4" CW/HW PIPING UP AND 2" SS DOWN.
14. 2" CW/HW PIPING UP AND 3/4" HWR PIPING UP.
15.2-1/2" CW , 1-1/4" HW AND 3/4" HWR PIPING UP.
16. 1-1/4" CW/HW UP AND 3/4" HWR PIPING UP.
17. 3/4" CW/HW DOWN AND 2" SS DOWN AND 1-1/2" V UP.
18. 2" SS PIPING UP TO SERVE FIXTURE ON FIRST FLOOR.
19. 4" SS PIPING UP TO SERVE FIXTURE ON FIRST FLOOR.
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
3
2
4
7
9
8
10
11
12
14
15
16
17
G INEER
GARY W.
JAMES
16166
OK
1
F E S S I O NA
EN
D
RO
L
1. PROVIDE NEW RPZ BACKFLOW PREVENTER AT DOMESTIC WATER
ENTRANCE. REFER TO SCHEDULE ON SHEET P-001 FOR BFP-1.
2. DOMESTIC HOT WATER SUPPLY AND RETURN PIPING SHALL BE
REPLACED DOWNSTREAM OF CIRCULATION PUMP AND WATER STORAGE
TANKS. PIPING BETWEEN WATER SOFTENER, EXTERIOR WATER
HEATERS, STORAGE TANKS, AND CIRCULATION PUMP ARE NOT REQUIRED
TO BE REPLACED.
3. PROVIDE ACCESSIBLE SHUTOFF VALVES AT EACH DOMESTIC COLD, HOT
AND HOT WATER RETURN RISER IN THE BASEMENT.
4. REFER TO CU101 FOR CONTINUATION.
5. PROVIDE 1" METRALOOP MLSNSF80100 IN HWR AND 3" METRALOOP
MLSNSF80300 IN HW OR EQUAL IN THIS APPROXIMATE LOCATION.
PROVIDE GUIDES AND ANCHORS PER MANUFACTURER INSTALLATION
INSTRUCTIONS. EXPANSION LOOPS SHALL BE LEAD FREE, NSF LISTED
FOR USE IN POTABLE WATER SYSTEMS.
6. 1-1/4" CW/HW PIPING DOWN AND BRANCH 3/4" CW/HW PIPING TO HOSE
BIBB SUPPLYING EACH WASHING MACHINE.
D
5
GENERAL NOTES
4
SHEET KEYNOTES
P
2
L IC E NS E D
1
L A H O MA
18
WH-1
3/4"
3/4"
1"
1"
COORDINATE
WITH OFFICE OF
INFORMATION
TECHNOLOGY
IT ROOM
014A
IT
014
3/4"
1"
3/4"
CW
HWR
HWR
3"
4"
3"
2"
4" SS
UP/DN
2"
1"
HWR
HWR
2" SS DN
3/4"
3"
2"
SS
5
11
1"
11
11
STORAGE
011
3/4"
CORR.
H015
1-1/4"
4"
1"
1"
2"
11
12
2" SS DN
11
4"
3/4"
4"
STAIR
011A
4" SS
2"
HALL
011B
3/4"
RESTROOM
023
FD-1
1-1/4"
1-1/4"
RESTROOM
011C
2" SS UP
1"
CO-1
18
STAIR
S04
2"
19
SHOWERS
022
14
1-1/4" CW
DN
4"
18
4"
INVENTORY
OFFICE
014D
VENT UP
(TYP) 9
3/4"
DEMO FIXTURES
& CAP SEWER
THIS AREA
CO-1
11
STAIR CORR.
S02
024
14
2"
HWR
HWR
CW
3/4"
4" SS UP/DN
3/4"
OFFICE
TORNADO
SHELTER
016
FD-1
CORR.
H024
11
B
4" SS
UP/DN
1-1/4"
1"
2"
3/4"
1" CW DN
1" HW DN
C
1"
1-1/2"
W
W
REVISION HISTORY:
W
7
EXISTING HOT WATER
STORAGE TANKS TO
REMAIN
3/4"
3/4"
1"
HWR
CW
HWR
1-1/4"
LAUNDRY
020
D
HWR
CW
1-1/4'
11
11
6
PROVIDE CW/HW
SHUTOFF VALVE
& CAP FOR
FUTURE
3/4"
3/4"
TORNADO
SHELTER
017
1
3/4" 17
6
11
11
1"
7
9
8
10
11
12
13
11
DATE
DESIGNED BY:
RDR
3/4"
3/4"
DRAWN BY:
RDR
REVIEWED BY:
3/4"
1"
1-1/4"
WH-1
REF.
WH-1
D
04/18/16
PROJECT INFORMATION:
11
BALANCING
VALVE (TYP)
Addendum 02
DESCRIPTION
14
3/4"
1"
3/4"
19
4"
CRAWL
SPACE
178
1 1/4"
1 1/4"
2"
3"
FD-1
3/4"
8
HWR
CW
HWR
11
2 1/2"
B
2"
2 1/2"
11
2"
CW
11
1"
3/4"
4"
2" 18
2" SS
3"
3/4"
2" SS
DN
2"
TMV-1
EXISTING WATER
SOFTENER TANK
TO REMAIN
A
2"
CO-1
MAINTENANCE
SHOP
012
MAINT.
OFFICE
014C
2"
2 1/2"
2 1/2"
1 1/4"
CORR.
014B
W
BFP-1
HYDRONIC
PUMP RM
004B
2"
4"
3/4"
ELECTRICAL
14
CLOSET
004A
ELECTRICAL
004C
1 1/2"
2"
1-1/2"
3" 2
SS
2"
2"
W
STAIR
01B STAIR
002
4"
3/4"
4" SS UP/DN
3"
SS UP TO FIXT
ABV (TYP) 9
2"
2"
15
12
2"
18
3/4"
CO-1
HWR
4/15/2016 3:18:09 PM
FIRE PUMP 3/4"
ROOM
005
3"
2"
FD-2
1 1/4"
C:\Users\meb\Documents\My Revit\41700_Plbg_meb.rvt
3/4"
2"
4
FAN COIL
UNIT ABV
CEILING (TYP)
3/4"
17
B
2"
3"
2"
CW
HWR
HWR
2"
SS UP
3/4"
CO-1
11
2"
14
3"
4"
3"
2"
C
STORAGE
010
3/4"
4" SS
UP/DN
18
4"
2" SS UP
TO FD ON
1ST FLR
13
CO-1
STORAGE
013
2"
SS
CO-1
10
1-1/4"
W
SS UP TO
FIXT ON 1ST
4"
FLR (TYP)
2"
1 1/2"
4"STORAGE SS
2"
001B
2"
1
18
4"
2 1/2"
FD-2
CO-1
15
11
FD-2
1
W
2"
2"
W
UP
FD-1
3/4"
MECHANICAL
ROOM
006A
3/4"
CO-1
PROVIDE CW/HW SHUTOFF
3" SS UP
18
UNDER SINK AND AT TOILETS
4" SS DN RESTROOM AND SHOWER VALVE. CAP FOR
FUTURE USE BOTH
009
3/4"
RESTROOMS.
4" SS UP/DN
3 TYP.
2" SS UP
4"
CO-1
TO FD ON
1ST FLR
CW
HWR
HWR
MECHANICAL
ROOM
2 1/2"
006
C
1-1/4"
11
16
W
3/4"
3/4"
B
16
IT ROOM
3/4"
014A
W
ELECTRICAL
11
ROOM
007
3" SS UP
4" SS DN
SS
1-1/2"
SS
C
13
11
STORAGE
010A
D
1-1/4"
RESTROOM
008
1-1/4"
1-1/4"
CO-2
D
13
SHUTOFF
VALVE (TYP)
3/4"
11
3/4"
D
3/4"
WH-1
Edmond, Oklahoma
CRAWL
SPACE
167
WH-1
A
WH-1
University of Central Oklahoma
Murdaugh Hall Renovation
A
BAS
3/4"
KITCHENETTE
019
BIKE SHOP
018
A
WH-1
TJC
PROJECT NUMBER:
D
WH-1
PROJECT MANAGER:
20141700
SHEET TITLE:
BASEMENT PLUMBING PLAN
1
1
2
3
BASEMENT PLUMBING PLAN
SCALE: 1/8" = 1'-0"
ISSUE DATE:
4
15
16
17
18
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
P-101
4
7
8
9
10
11
12
14
15
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
D
16
17
C
P-1
P-1
TYP. 3
P-1
P-1
DORM
264
DORM
222
18
22
P-1
C
DORM
219
18
11
TYP. 2
DORM
221
DORM
220
DORM
263
P-1
11
7
7
P-1
22
P-1
P-1
MECH.
201A
DORM
262
FD-1 12
FD-1
12
23
4
23
2" SS UP
TO FCO
CO-1
11
DORM
260 P-1
FD-1 12
14
P-1
MEN'S RR
261
10
B
DORM
240
DORM
238
P-1
P-1
5
DORM
256
DORM
242
DORM
236
DORM
234
DORM
232
DORM
230
8
P-1
P-1
P-1
CO-3 13
CORR.
H200
20
CO-3 13
14
P-1
P-2
6
10
P-1
5
VENT UP
(TYP) 9
MECH.
218A
SS UP TO FIXT
ABV (TYP) 9
21
8
20
13 CO-3
P-1
CORR.
H201
P-1
P-1
4/15/2016 3:18:15 PM
P-1
P-1
P-1
P-1
P-1
P-1
P-1
DORM
241
DORM
239
DORM
237
DORM
235
DORM
233
DORM
231
DORM
229
DORM
225
DORM
227
STAIR
S21
DORM
223
20
20
DORM
252
DORM
209
5
DORM
243
21
P-1
P-1
5
DORM
254
C
REVISION HISTORY:
21
11
C
11
DORM
207
DORM
208
DORM
251
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
DORM
249
DORM
250
B
DORM
211
STAIR
S22
P-1
DORM
213
1
13 CO-3
B
P-1
MEN'S RR
218
P-5
21
MECH
261A
1
P-1
P-1
P-2
15
17 TP-1
2"
DORM 2"
224
DORM
226
DORM
228
DORM
215
11
P-1
1
CORR.
H202
19
CO-1
12 FD-1
2"
DORM
2" 244
6
P-3
2" SS UP
TO FCO
TP-1 17
15
DORM
258
16 P-4
P-4 16
P-3
19
DORM
217
16 P-4
P-4 16
4
B
University of Central Oklahoma
Murdaugh Hall Renovation
A
DORM
265
L A H O MA
18
DORM
266
3/4" DRAIN LINE
FROM FCU TO
CHASE
(TYP. OF ALL)
P-1
F E S S I O NA
GARY W.
JAMES
16166
OK
FAN COIL UNIT
ABV CEILING
(TYP.)
A
RO
Edmond, Oklahoma
3
Frankfurt Short Bruza
Architects Engineers Planners
G INEER
2
A. REFER TO SHEET P-001 FOR GENERAL NOTES
APPLICABLE TO THIS SHEET.
B. ALL EXISTING PLUMBING PIPING FROM ABOVE
BASEMENT FLOOR TO BELOW ROOF SHALL BE
DEMOLISHED. EXISTING PIPE ROUTING IS SIMILAR TO
NEW PIPE ROUTING SHOWN. ALL PIPE SIZES SHOWN
ARE FOR NEW PIPING. EXISTING PIPE SIZES AND
ROUTING MAY DIFFER FROM THOSE SHOWN.
C. ALL EXISTING WALL HUNG LAVATORIES IN DORM
ROOMS SHALL BE DEMOLISHED UNLESS NOTED
OTHERWISE.
D. EACH BATHROOM SHALL BE PROVIDED ISOLATION
SHUTOFF VALVES FOR ALL DOMESTIC WATER PIPING.
ACCESS PANEL SHALL BE PROVIDED NO HIGHER THAN
5 FEET AFF FOR EMERGENCY SHUTOFF.
EN
1
11. COORDINATE ACCESS PANEL LOCATION WITH SHUTOFF VALVES FOR EACH
SET OF RESTROOMS
12. EXISTING FLOOR DRAIN TO BE DEMOLISHED AND REPLACED WITH TRAP
PRIMER FLOOR DRAIN. PROTECT DURING NEW CONSTRUCTION AND
CONNECT NEW DRAIN PER 1/P-601.
13. INSTALL ACCESSIBLE WALL CLEANOUT TO SANITARY SEWER AND
CONDENSATE DRAIN RISER UNDER LAVATORY AT 1'-0" AFF.
14. 2" VENT UP.
15. 3" VENT UP.
16. INSTALL NEW SHOWERHEAD AT 6'-6" AFF.
17. ACCESSIBLE TRAP PRIMER VALVE BELOW LAVATORY TO SERVE SHOWER
AND RESTROOM FLOOR DRAINS.
18. 1-1/4" CW/HW UP FROM BELOW TO ABOVE AND 3/4" HWR DOWN FROM
ABOVE TO BELOW.
19. 2" CW UP FROM BELOW TO ABOVE. 1-1/4" HW UP FROM BELOW AND 1" HW
UP TO FLOOR ABOVE. 3/4" HWR DOWN FROM ABOVE TO BELOW.
20. 1-1/2" CW UP FROM BELOW AND 1-1/4" CW UP TO FLOOR ABOVE. 1" HW UP
FROM BELOW AND 3/4" HW UP TO FLOOR ABOVE. 3/4" HWR DOWN FROM
ABOVE TO FLOOR BELOW.
21. 4" SS AND 3" V PIPING UP FROM BELOW TO FLOOR ABOVE.
22. 3" SS PIPING UP AND DOWN.
23. 4" SS PIPING UP AND DOWN.
L
1. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT ,HOT WATER
RETURN, DRAIN, WASTE AND VENT PIPING TO FIXTURES IN GANGED
TOILET. RECONNECT EXISTING FIXTURES. REFER TO 1/P-601.
2. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT DRAIN WASTE AND
VENT PIPING TO BACK TO BACK LAVATORIES IN DORM ROOMS. PROVIDE
3/4" CONDENSATE DRAIN PIPING AT 8'-4" AFF AND SLOPE 1/8" PER FOOT
FROM FAN COIL UNIT TO CHASE BEHIND LAVATORY. CONNECT
CONDENSATE DRAIN TO SS THRU ACCESSIBLE AIR GAP IN CHASE BEHIND
MEDICINE CABINET IN EACH ROOM. REFER TO 2/P-604. TYPICAL OF ALL.
3. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, DRAIN, WASTE AND
VENT PIPING TO SINGLE LAVATORIES IN DORM ROOMS. PROVIDE 3/4"
CONDENSATE DRAIN PIPING AT 8'-4" AFF AND 1/8" PER FOOT FROM FAN
COIL UNIT TO CHASE BEHIND LAVATORY. CONNECT CONDENSATE DRAIN
TO SS THRU ACCESSIBLE AIR GAP IN CHASE BEHIND MEDICINE CABINET IN
EACH ROOM. REFER TO 4/P-601. TYPICAL OF ALL.
4. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, HOT WATER
RETURN, DRAIN, WASTE AND VENT PIPING TO FIXTURES IN SHOWER
ROOM. RECONNECT EXISTING FIXTURES. REFER TO 3/P-601.
5. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, DRAIN ,WASTE AND
VENT PIPING TO FIXTURES IN RESTROOM. RECONNECT EXISTING
FIXTURES. REFER TO 5/P-601.
6. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, HOT WATER
RETURN, DRAIN WASTE, AND VENT PIPING TO LAVATORIES. RECONNECT
EXISTING FIXTURES. REFER TO 6/P-601.
7. COORDINATE PLUMBING PIPING IN THIS AREA WITH EXHAUST DUCT
SHOWN ON M-401.
8. COORDINATE PLUMBING PIPING IN THIS AREA WITH OA SUPPLY DUCT AND
HEATING/CHILLED WATER RISER SHOWN ON M-401.
9. REFER TO 1/P-601 FOR ADDITIONAL INFORMATION.
10.REINSTALL EXISTING HYDRATION STATION IN THIS LOCATION AND
CONNECT 1/2" CW COPPER DOMESTIC WATER PIPING.
D
5
GENERAL NOTES
4
SHEET KEYNOTES
P
3
SHEET KEYNOTES
2
L IC E NS E D
1
DORM
205
DORM
206
1
Addendum 02
04/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
RDR
DORM
248
DORM
247
6
C:\Users\meb\Documents\My Revit\41700_Plbg_meb.rvt
P-1
A
7
8
9
10
11
12
13
14
DRAWN BY:
RDR
REVIEWED BY:
P-1
P-1
DORM
203
DORM
204
P-1
P-1
P-1
BAS
P-1
A
P-1
PROJECT MANAGER:
TJC
PROJECT NUMBER:
DORM
246
DORM
202
DORM
245
DORM
201
20141700
SHEET TITLE:
SECOND FLOOR PLUMBING
PLAN
D
D
1
1
2
3
SECOND PLUMBING FLOOR PLAN
ISSUE DATE:
SCALE: 1/8" = 1'-0"
4
15
16
17
03/30/16
18
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
P-103
3
4
7
8
9
10
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
D
RO
GARY W.
JAMES
16166
OK
11
12
14
15
16
17
F E S S I O NA
G INEER
2
Frankfurt Short Bruza
Architects Engineers Planners
EN
1
A. REFER TO SHEET P-001 FOR GENERAL NOTES
APPLICABLE TO THIS SHEET.
B. ALL EXISTING PLUMBING PIPING FROM ABOVE
BASEMENT FLOOR TO BELOW ROOF SHALL BE
DEMOLISHED. EXISTING PIPE ROUTING IS SIMILAR TO
NEW PIPE ROUTING SHOWN. ALL PIPE SIZES SHOWN
ARE FOR NEW PIPING. EXISTING PIPE SIZES AND
ROUTING MAY DIFFER FROM THOSE SHOWN.
C. ALL EXISTING WALL HUNG LAVATORIES IN DORM
ROOMS SHALL BE DEMOLISHED UNLESS NOTED
OTHERWISE.
D. EACH BATHROOM SHALL BE PROVIDED ISOLATION
SHUTOFF VALVES FOR ALL DOMESTIC WATER PIPING.
ACCESS PANEL SHALL BE PROVIDED NO HIGHER THAN
5 FEET AFF FOR EMERGENCY SHUTOFF.
11. COORDINATE ACCESS PANEL LOCATION WITH SHUTOFF VALVES FOR EACH
SET OF RESTROOMS
12. EXISTING FLOOR DRAIN TO BE DEMOLISHED AND REPLACED WITH TRAP
PRIMER FLOOR DRAIN. PROTECT DURING NEW CONSTRUCTION AND
CONNECT NEW DRAIN PER 1/P-601.
13. 2" VENT UP.
14. 3" VENT UP.
15. INSTALL NEW SHOWERHEAD AT 6'-6" AFF.
16. ACCESSIBLE TRAP PRIMER VALVE BELOW LAVATORY TO SERVE SHOWER
AND RESTROOM FLOOR DRAINS.
17. 1" CW/HW AND 3/4" HWR PIPING UP FROM BELOW.
18. 1-1/4" CW UP AND 3/4" HW/HWR PIPING UP FROM BELOW.
19. 2" CW, 1" HW AND 3/4" HWR PIPING UP FROM BELOW.
20. 3" SS DOWN AND 3" V PIPING UP.
21. 4" SS DOWN AND 4" V PIPING UP.
L
1. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT ,HOT WATER RETURN,
DRAIN, WASTE AND VENT PIPING TO FIXTURES IN GANGED TOILET.
RECONNECT EXISTING FIXTURES. REFER TO 1/P-601.
2. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT DRAIN WASTE AND VENT
PIPING TO BACK TO BACK LAVATORIES IN DORM ROOMS. PROVIDE 3/4"
CONDENSATE DRAIN PIPING AT 8'-4" AFF AND SLOPE 1/8" PER FOOT FROM
FAN COIL UNIT TO CHASE BEHIND LAVATORY. CONNECT CONDENSATE DRAIN
TO SS THRU ACCESSIBLE AIR GAP IN CHASE BEHIND MEDICINE CABINET IN
EACH ROOM. REFER TO 2/P-604. TYPICAL OF ALL.
3. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, DRAIN, WASTE AND
VENT PIPING TO SINGLE LAVATORIES IN DORM ROOMS. PROVIDE 3/4"
CONDENSATE DRAIN PIPING AT 8'-4" AFF AND 1/8" PER FOOT FROM FAN COIL
UNIT TO CHASE BEHIND LAVATORY. CONNECT CONDENSATE DRAIN TO SS
THRU ACCESSIBLE AIR GAP IN CHASE BEHIND MEDICINE CABINET IN EACH
ROOM. REFER TO 4/P-601. TYPICAL OF ALL.
4. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, HOT WATER RETURN,
DRAIN, WASTE AND VENT PIPING TO FIXTURES IN SHOWER ROOM.
RECONNECT EXISTING FIXTURES. REFER TO 3/P-601.
5. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, DRAIN ,WASTE AND
VENT PIPING TO FIXTURES IN RESTROOM. RECONNECT EXISTING FIXTURES.
REFER TO 5/P-601.
6. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, HOT WATER RETURN,
DRAIN WASTE, AND VENT PIPING TO LAVATORIES. RECONNECT EXISTING
FIXTURES. REFER TO 6/P-601.
7. COORDINATE PLUMBING PIPING IN THIS AREA WITH EXHAUST DUCT SHOWN
ON M-401.
8. COORDINATE PLUMBING PIPING IN THIS AREA WITH OA SUPPLY DUCT AND
HEATING/CHILLED WATER RISER SHOWN ON M-401.
9. REFER TO 1/P-601 FOR ADDITIONAL INFORMATION.
10.REINSTALL EXISTING HYDRATION STATION IN THIS LOCATION AND CONNECT
1/2" CW COPPER DOMESTIC WATER PIPING.
D
5
GENERAL NOTES
4
SHEET KEYNOTES
P
3
SHEET KEYNOTES
2
L IC E NS E D
1
L A H O MA
18
A
University of Central Oklahoma
Murdaugh Hall Renovation
A
DORM
366
C
DORM
322
DORM
321
3/4" DRAIN LINE
FROM FCU TO
CHASE
(TYP. OF ALL)
P-1
P-1
P-1
TYP. 3
P-1
P-1
DORM
365
DORM
363
DORM
364
17
7
20
7
P-1
MECH.
301A
DORM
360
21
15 P-4
P-4 15
P-1
14
10
DORM
358
5
DORM
342
DORM
338
DORM
340
DORM
334
DORM
336
P-1
P-1
1
P-1
DORM
326
DORM
328
P-1
P-1
P-1
6
P-1
VENT UP
15
(TYP)
DORM
313
5
MECH.
318A
21
SS UP TO FIXT
ABV (TYP) 15
8
CORR.
H300
18
18
DORM
311
CORR.
H301
STAIR
S31
STAIR
S34
B
P-1
P-1
P-1
DORM
354
CORR.
H302
P-1
5
DORM
343
4/15/2016 3:18:20 PM
B
14
1
MEN'S RR
318
P-1
P-5
8
P-1
DORM
330
P-1
P-2
10
MECH.
361A
DORM
356
DORM
332
13
P-1
P-1
21
P-2
16 TP-1
2"
DORM 2"
324
DORM
315
11
12 FD-1
TP-1 16
2"
2" DORM
344
1
6
MEN'S RR
361
P-1
CO-1
CO-1
FD-1 12
P-3
19
11
13
FD-1 12
4
P-3
19
DORM
317
FD-1
12
21
P-1
15 P-4
P-4 15
4
B
DORM
319
P-1
DORM
362
B
C
DORM
320
11
11
20
P-1
TYP. 2
17
P-1
P-1
DORM
339
DORM
341
P-1
P-1
DORM
337
DORM
335
P-1
P-1
DORM
333
DORM
331
P-1
P-1
DORM
329
P-1
DORM
325
DORM
327
DORM
323
18
C
REVISION HISTORY:
18
C
21 11
DORM
351
DORM
352
DORM
309
5
11 21
DORM
308
DORM
307
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
DORM
350
Edmond, Oklahoma
FAN COIL UNIT
ABV CEILING
(TYP.)
DORM
306
DORM
349
DORM
305
1
Addendum 02
DESCRIPTION
04/18/16
DATE
PROJECT INFORMATION:
C:\Users\meb\Documents\My Revit\41700_Plbg_meb.rvt
DORM
348
A
DORM
347
6
7
9
8
10
11
12
13
DORM
304
14
RDR
DRAWN BY:
RDR
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
DORM
302
DORM
345
DORM
346
DESIGNED BY:
DORM
303
REVIEWED BY:
BAS
A
DORM
301
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
D
D
1
1
2
3
THIRD FLOOR PLUMBING PLAN
SCALE: 1/8" = 1'-0"
ISSUE DATE:
4
15
16
17
18
03/30/16
SHEET NUMBER:
N
0
1
2
3
THIRD FLOOR PLUMBING PLAN
4
5
4'
8'
16'
P-104
3
15
4
DORM
6 163
2
18
OK
2
P-1
14 P-4
SS PIPING
UP TO FIXT
ON FLR ABV.
(TYP)
14 P-4
2"
MEN'S RR
3
161
2"
FD-1 11
MEN'S RR
118
3
FD-1 11
16
P-3
P-3
14 P-4
19
4"
2" SS UP
TO FCO
19
10
10
2"
B
2"
13
2
MEN'S RR
161
SS PIPING UP
TO FIXT ABV.
(TYP)
1
2"
1-1/2" V
2" V UP
CO-1 21
MEN'S RR
118
2" SS UP
VENT UP
(TYP) 8
2" SS UP
3"
4
2"
RR
124A
4" SS UP
4"
4"
9
4"
MECH.
161A
17
DORM
113
2" V UP
4"
CORR.
H169 4"
SS PIPING UP
TO FIXT ABV
(TYP)
1-1/2" V
2"
2" 4
4" SS UP
P-1
1
2"
3"
2" SS UP
RR
144A
9
11 FD-1
5
2" SS UP
DORM
158
13
2"
HALL
DIRECTOR
APARTMENT
144
2"
B
2
5
21 CO-1
2"
P-1
TP-1 15
2"
FD-1 11
P-1
B
12
B
B
15 TP-1
DORM
156
P-2
DORM
115
P-2
12
P-1
C
16
P-4 14
4"
DORM
160
University of Central Oklahoma
Murdaugh Hall Renovation
DORM
117
DORM
162
C
CORR.
H101
4"
17
7
7
DORM
111
CORR.
H172
B
CORR.
H174
1
P-1
4/15/2016 3:18:05 PM
L A H O MA
MECH.
2" 101A
MECH.
168
16
GARY W.
JAMES
16166
DORM
119
16
P-1
F E S S I O NA
18
6
2"
2"
2"
DORM
120
18
10
10
17
D
RO
MECHANICAL
CLOSET
100B
2
2"
P-1
2
REVISION HISTORY:
21 CO-1
RR
141B
CO-1 21
P-1
P-5
HK CLOSET
100E
Edmond, Oklahoma
DORM
164
16
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
G INEER
2
Frankfurt Short Bruza
Architects Engineers Planners
EN
1
A. REFER TO SHEET P-001 FOR GENERAL NOTES
APPLICABLE TO THIS SHEET.
B. ALL EXISTING PLUMBING PIPING FROM ABOVE
BASEMENT FLOOR TO BELOW ROOF SHALL BE
DEMOLISHED. EXISTING PIPE ROUTING IS SIMILAR TO
NEW PIPE ROUTING SHOWN. ALL PIPE SIZES SHOWN
ARE FOR NEW PIPING. EXISTING PIPE SIZES AND
ROUTING MAY DIFFER FROM THOSE SHOWN.
C. ALL EXISTING WALL HUNG LAVATORIES IN DORM
ROOMS SHALL BE DEMOLISHED UNLESS NOTED
OTHERWISE
D. EACH BATHROOM SHALL BE PROVIDED ISOLATION
SHUTOFF VALVES FOR ALL DOMESTIC WATER
PIPING. ACCESS PANEL SHALL BE PROVIDED NO
HIGHER THAN 5 FEET AFF FOR EMERGENCY
SHUTOFF.
L
9. REINSTALL EXISTING HYDRATION STATION IN THIS LOCATION. CONNECT 1/2" CW
DOMESTIC WATER PIPING AND DRAIN LINE.
10. COORDINATE ACCESS PANEL LOCATION WITH SHUTOFF VALVES FOR EACH SET OF
RESTROOMS.
11. EXISTING FLOOR DRAIN TO DEMOLISHED AND REPLACED WITH TRAP PRIMER FLOOR
DRAIN. PROTECT DURING NEW CONSTRUCTION AND CONNECT NEW DRAIN PER
1/P-601.
12. 2" VENT RISER UP.
13. 3" VENT RISER UP.
14. INSTALL NEW SHOWERHEAD AT 6'-6" AFF.
15. ACCESSIBLE TRAP PRIMER VALVE BELOW LAVATORY TO SERVE SHOWER AND
RESTROOM FLOOR DRAINS.
16. 4" SS PIPING UP AND DOWN.
17. 4" SS UP FROM BELOW TO ABOVE AND 3" V PIPING UP FROM BELOW TO FLOOR
ABOVE.
18. 1-1/4" CW/HW UP FROM BELOW TO ABOVE AND 3/4' HWR PIPING DOWN FROM ABOVE.
19. 2" CW UP FROM BELOW TO ABOVE, 1-1/2" HW UP FROM BELOW AND 1-1/4" HW PIPING
UP TO FLOOR ABOVE. 3/4" HWR PIPING DOWN FROM ABOVE.
20. 2" CW UP FROM BELOW AND 1-1/2" CW PIPING UP TO FLOOR ABOVE. 1-1/2" HW UP
FROM BELOW AND 1-1/4" HW PIPING UP TO FLOOR ABOVE. 3/4" HWR PIPING DOWN
FROM ABOVE TO BELOW.
21. INSTALL ACCESS PANEL IN CEILING FOR CLEANOUT ABOVE.
1. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, HOT WATER RETURN, DRAIN,
WASTE AND VENT PIPING TO FIXTURES IN GANGED TOILET. RECONNECT EXISTING
FIXTURES. REFER TO 1/P-601.
2. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, DRAIN, WASTE AND VENT PIPING
TO BACK TO BACK LAVATORIES IN DORM ROOMS. PROVIDE 3/4" CONDENSATE DRAIN
PIPING AT 8'-4" AFF AND SLOPE 1/8" PER FOOT FROM FCU TO CHASE BEHIND
LAVATORY. CONNECT CONDENSATE DRAIN TO SS THRU ACCESSIBLE AIR-GAP IN CHASE
BEHIND MEDICINE CABINET IN EACH ROOM. REFER TO 2/P-601. TYPICAL OF ALL.
3. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, HOT WATER RETURN, DRAIN,
WASTE AND VENT PIPING TO FIXTURES IN SHOWER ROOM. RECONNECT EXISTING
FIXTURE. REFER TO 3/P-601.
4. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, DRAIN, WASTE AND VENT PIPING
TO FIXTURE IN BATHROOM. RECONNECT EXISTING FIXTURES. REFER TO 5P-601.
5. DEMOLISH AND REPLACE ALL DOMESTIC COLD, HOT, HOT WATER RETURN, DRAIN,
WASTE AND VENT PIPING TO LAVATORIES. RECONNECT EXISTING FIXTURES. REFER TO
6/P-601.
6. COORDINATE PLUMBING PIPING IN THIS AREA WITH EXHAUST DUCT SHOWN ON SHEET
M-401.
7. COORDINATE PLUMBING PIPING IN THIS AREA WITH OA SUPPLY DUCT AND
HEATING/CHILLED WATER RISERS SHOWN ON SHEET M-401.
8. REFER TO 1/P-601 FOR ADDITIONAL INFORMATION.
D
5
GENERAL NOTES
4
SHEET KEYNOTES
P
3
SHEET KEYNOTES
2
L IC E NS E D
1
P-1
RR
123B
4
DORM
154
4
BONUS DORM
ROOM
4"
141A
2"
DORM
109
2"
STAIR
S11
STAIR
S14
DORM
151
DORM
152
17
20
10
10
C
20
17
1
DORM
108
DORM
107
04/18/16
DESCRIPTION
C
C
Addendum 02
DATE
PROJECT INFORMATION:
C
DESIGNED BY:
RDR
DRAWN BY:
RDR
C:\Users\meb\Documents\My Revit\41700_Plbg_meb.rvt
REVIEWED BY:
1
A
2
3
15
4
16
17
BAS
18
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
NOTE:
FIRST FLOOR SHOWN, SECOND AND THIRD
FLOOR SIMILAR.
1
20141700
NOTE:
FIRST FLOOR SHOWN, SECOND AND THIRD
FLOOR SIMILAR.
ENLARGED PLUMBING PLAN -WEST
2
SCALE: 1/4" = 1'-0"
SHEET TITLE:
ENLARGED PLUMBING PLAN
ENLARGED PLUMBING PLAN - EAST
SCALE: 1/4" = 1'-0"
ISSUE DATE:
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
2'
4'
8'
P-401
5
SHEET KEYNOTES
6
5
7
9
8
10
11
12
13
14
15
16
17
18
A
A
ELECTRICAL
ROOM-3
007-3
1
IT-2
014-2
G8
G8
8
1
RESTROOM
008
G8
C
9
STORAGE-2
010A-2
C
1
G8
G8
EMW1 - 25
PC
VIA "LC1"
G8
G8
9
10
RESTROOM
009
MECHANICAL
ROOM-2 CORR.
006-2
01AD
X
MECHANICAL
ROOM-2
006A-2
STORAGE-5
013-5
STORAGE
010
G8
M
MAINT. OFFICE-2
014C-2
CORR.-9
014B-9
B
B
1
M
G8
X
G8
X
G8
G8
J
G8
G8
G8
MAINTENANCE
SHOP-5
012-5
3
G8
G8
3
PC
VIA "LC1"
2
3
EMW1 - 24
3
X
9
G8
INVENTORY
OFFICE-3
014D-3
10
3
1
STORAGE-2
011-2
J
X
X
STAIR
01B
G8
HALL
011B
STAIR
002
EMW1 - 1
STAIR-2
011A-2
CORR.-3
H015-3
G8
ELECTRICAL
004C
ELECTRICAL
CLOSET-4
004A-4
HYDRONIC PUMP
RM
004B
SHOWERS-4
022-4
9
C
RESTROOM
011C
X
G4
STAIR
S02
0PW1 - 11
G4
0PE1 - 9
EMW1 - 17
FIRE PUMP
ROOM-3
005-3
B
4/15/2016 2:56:06 PM
G4
G4
3
G8
10
3
STORAGE-19
001B-19
STAIR
S04
CORR.
H024
9
M
B
OFFICE TORNADO
SHELTER-2
016-2
RESTROOM
023
G8
GARY W.
JAMES
16166
OK
IT ROOM-8
014A-8
CLOSET
007A
1
F E S S I O NA
L A H O MA
C
Edmond, Oklahoma
4
D
RO
G INEER
3
2
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
EN
1
Frankfurt Short Bruza
Architects Engineers Planners
L
D
1. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PE1", CIRCUIT #11.
2. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PE1", CIRCUIT #12.
3. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PE1", CIRCUIT #13.
4. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PE1", CIRCUIT #14.
5. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PE2", CIRCUIT #5.
6. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PW1", CIRCUIT #7.
7. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PW1", CIRCUIT #13.
8. EXISTING LIGHTS TO REMAIN IN THIS AREA.
DISCONNECT AND REMOVE EXISTING WIRING AND
CONDUITS. PROVIDE NEW WIRING AND CONDUITS TO
SERVE EXISTING LIGHTS. CONNECT LIGHTS IN THIS
AREA TO PANEL "0PW1", CIRCUIT #15.
9. CONNECT ONE EXISTING LIGHT FIXTURE IN THIS AREA
TO EMERGENCY CIRCUIT "EMW1-17".
10.EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR
MAY RE-USE EXISTING CONDUITS SERVING EXISTING
EXTERIOR LIGHT FIXTURES.
University of Central Oklahoma
Murdaugh Hall Renovation
4
P
3
2
L IC E NS E D
1
REVISION HISTORY:
0PE1 - 15
7
3
9
5
G8
LAUNDRY-3
020-3
6
TORNADO
SHELTER-16
017-16
G8
10
1
M
5
6
7
9
8
10
11
12
13
14
ADDENDUM 002
4/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
PC
VIA "LC1"
KITCHENETTE-3
019-3
FS/MBK
EMW1 - 27
DRAWN BY:
MBK
1
1
BIKE SHOP-6
018-6
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
9
9
REVIEWED BY:
JTL
4
A
A
D
PROJECT MANAGER:
TJC
PROJECT NUMBER:
D
20141700
SHEET TITLE:
BASEMENT LIGHTING PLAN
1
2
3
4
15
1
16
17
18
ISSUE DATE:
BASEMENT LIGHTING PLAN
03/30/16
SCALE: 1/8" = 1'-0"
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
EL100
7
9
8
10
11
12
13
14
15
16
17
M
18
SHEET KEYNOTES
1
10
10
M
M
11
A
A
E
X
E
6 TYPICAL
X
J
J
1PW1 - 38
DORM
165
D
D
DORM
166
DORM
122
J
D
D
D
1PE1 - 38
DORM
121
J
E
DORM
164
D
10
M
D
M
DORM
163
D
DORM
120
DORM
119
J
DORM
162
J
MECH.
168
D
D
8
EP401
7
EP401
D
D
DORM
117
MEN'S RR
118
10
E
M
7
DORM
160
B
VIA "LC1"
D
10
D
DORM
158
M
M
DORM
115
D
D
D
1PW1 - 63
HALL DIRECTOR
APARTMENT
144
D
DORM
9
156
FRONT DESK
128
2
STORAGE-18
001B-18
6
RR
141B
D
D
1
J
X
STORAGE-15
001B-15
M
STAIR-1
011A-1
1
X
EMW1 - 19
1PW1 - 36
DORM
151
J
CORR.
H174
1PE1 - 51
EMW1 - 2
1
X
HOUSEKEEPING
CLOSET
100F
A
1
2
2
STAIR
S12
3
J
HOUSEKEEPING
CLOSET 1PE1 - 49
100E
RR
123B
A
BONUS DORM
ROOM
123
D
D
DORM
109
BONUS DORM
ROOM
123A
C
4
EP401
5
4
EMW1 - 8
X
PC
D
X
J
10
B
M
E
M
M
GAME ROOM
130A
10
DORM
106
10
M
1
DORM
107
J
1PE1 - 63
DORM
149
1PE1 - 36
D
DORM
108
1
EMW1 - 8
4
4
1PE1 - 34
1
M
D
DORM
111
E
C
M
10
4/15/2016 2:56:39 PM
1PE1 - 48
3
1
2
1
M
D
RR
124A
10
DORM
113
D
1
PC
E
X
X
1
D
DORM
150
CORR.-2
H015-2
2
D
J
D
A
LOUNGE
130
2
X
BONUS DORM
ROOM
143
1PW1 - 58
C
DORM
152
2
1
BONUS DORM
ROOM
141A
10
M
BONUS DORM
ROOM
124
1PE1 - 61
1PW1 - 50
1PW1 - 34
2
J
J
EMW1 - 3
3
J
RA OFFICE
126
EMW1 - 21
E
1PW1 - 37
X
RR
144A
1
TYPICAL
X
HALL DIRECTOR
APARTMENT
140
3
DORM
9
154
B
J
1PW1 - 49
2
EP401
1
C
1PE1 - 37
8
J
MEN'S RR
161
B
10
D
DORM
105
D
GARY W.
JAMES
16166
OK
E
EMW1 - 28
C
D
L A H O MA
10
REVISION HISTORY:
D
D
DORM
148
DORM
147
J
5
6
7
8
9
10
11
12
13
D
DORM
104
14
J
D
DORM
146
DORM
103
J
E
D
DORM
102
DORM
145
D
X
DORM
101
D
X
E
E
D
D
J
E
D
1
4/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
10
1
ADDENDUM 002
M
M
3
2
1
4
15
16
DESIGNED BY:
10
17
FS/MBK
18
DRAWN BY:
EMW1 - 26
MBK
PC
VIA "LC1"
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
G INEER
EMW1 - 24
1. EXISTING LIGHT FIXTURE TO REMAIN.
2. EXISTING CHANDELIER FIXTURE TO REMAIN IN BASE
BID. DISCONNECT FROM EXISTING WIRING AND
RECONNECT TO NEW WIRING CIRCUITING. IN
ALTERNATE 1, REPLACE EXISTING FIXTURE "J" WITH
NEW FIXTURE "JA" WITH NEW WIRING AND NEW
CONDUITS.
3. LIGHTING CONTROLLER ABOVE CEILING.
4. EXISTING FAN AND LIGHT FIXTURE TO REMAIN,
DISCONNECT FROM EXISTING CIRCUIT AND PULL NEW
WIRE INTO EXISTING CONDUIT EMBEDDED IN
CONCRETE DECK, RECONNECT NEW WIRING TO
PANEL "1PE1", CIRCUIT #50.
5. CEILING FANS CONTROLS BOX TO REMAIN.
6. JUNCTION BOX IN CLOSET FOR DORM ROOM
LIGHTING. INSTALL JUNCTION BOX ABOVE CEILING.
7. RE-LOCATE EXISTING LIGHT FIXTURES IN MANAGER'S
APARTMENT. REFER TO OWNER'S EXISTING PLANS
FOR NEW LOCATION. CONNECT TO BREAKER IN NEW
ELECTRICAL PANEL "1PW1".
8. RECONNECT EXISTING LIGHTS TO NEW BREAKER IN
NEW ELECTRICAL PANEL "IPE1".
9. ROOMS 154 & 156 ARE TO BE COMPLETED FIRST AS
MOCK-UP ROOMS. THE ELECTRICAL CONTRACTOR
SHALL COORDINATE WITH GENERAL CONTRACTOR
AND ARCHITECT.
10.EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR
MAY RE-USE EXISTING CONDUITS SERVING EXISTING
EXTERIOR LIGHT FIXTURES.
11.PHOTO CELL TO CONTROL EXTERIOR LIGHTS. MOUNT
ON WALL AS HIGH AS POSSIBLE, SHEILD FROM STRAY
LIGHT.
F E S S I O NA
EN
PC
VIA "LC1"
RO
Edmond, Oklahoma
6
5
University of Central Oklahoma
Murdaugh Hall Renovation
4
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
L
D
3
M
Frankfurt Short Bruza
Architects Engineers Planners
10
EMW1 - 25
2
A. REFER TO ARCHITECTURAL SHEETS FOR EXACT
LOCATION & MOUNTING HEIGHT OF
PHOTOLUMINESCENT EXIT SIGNS.
B. REFER TO SHEET EP401, DETAIL 2 FOR DORM
ROOM LIGHTING CIRCUITING.
C. NOT ALL MATERIALS THAT EXIST IN THE WORK
AREA HAVE BEEN SHOWN. CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING CONDITIONS IN THE
AREA OF CONSTRUCTION PRIOR TO BID.
1
PC
VIA "LC1"
10
1
5
GENERAL NOTES
4
P
3
2
L IC E NS E D
1
A
1
M
REVIEWED BY:
10
FIRST FLOOR LIGHTING PLAN
JTL
A
M
SCALE: 1/8" = 1'-0"
PROJECT MANAGER:
TJC
PROJECT NUMBER:
10
20141700
EMW1 - 27
SHEET TITLE:
FIRST FLOOR LIGHTING PLAN
ISSUE DATE:
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
EL101
5
GENERAL NOTES
4
A. REFER TO ARCHITECTURAL SHEETS FOR EXACT
LOCATION & MOUNTING HEIGHT OF
PHOTOLUMINESCENT EXIT SIGNS.
B. REFER TO SHEET EP401, DETAIL 2 FOR DORM ROOM
LIGHTING CIRCUITING.
C. NOT ALL MATERIALS THAT EXIST IN THE WORK AREA
HAVE BEEN SHOWN. CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS IN THE AREA OF
CONSTRUCTION PRIOR TO BID.
SHEET KEYNOTES
1
PC
EMW1 - 24
1
1
EMW1 - 25
2
3
M
4
7
5
9
8
10
11
12
14
15
16
17
M
18
1. LIGHTING CONTROLLER ABOVE CEILING.
2. JUNCTION BOX IN CLOSET FOR DORM ROOM
LIGHTING. INSTALL JUNCTION BOX ABOVE CEILING.
3. EXISTING LIGHT FIXTURE TO REMAIN.
4. EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR
MAY RE-USE EXISTING CONDUITS SERVING EXISTING
EXTERIOR LIGHT FIXTURES.
D
F E S S I O NA
GARY W.
JAMES
16166
OK
G INEER
1
VIA "LC1"
PC
RO
EN
VIA "LC1"
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
L
D
Frankfurt Short Bruza
Architects Engineers Planners
P
3
2
L IC E NS E D
1
L A H O MA
4
4
2
A
TYPICAL
M
M
E
E
X
A
X
J
D
DORM
266
DORM
222
DORM
265
D
J
DORM
221
J
E
E
DORM
264
D
DORM
220
DORM
263
D
2PE2 - 7
D
D
DORM
219
D
J
C
J
D
DORM
262
MECH.
202A
D
MECH.
201A
D
D
E
E
2PE2 - 6
2PW2 - 3
D
DORM
260
B
C
DORM
217
D
MEN'S RR
218
MEN'S RR
261
J
DORM
234
DORM
242
DORM
240
D
2PW2 - 5
D
2PW2 - 6
DORM
238
DORM
230
DORM
232
DORM
236
DORM
228
2PE2 - 1
DORM
226
2PE2 - 3
D
EMW1 - 5
1
DORM
256
J
D
D
X
X
E
D
1 STAIR
S22
2PW2 - 20
J
J
J
D
D
J
3
D
E
D
J
D
D
J
D
E
D
J
D
J
D
D
D
D
D
1
X
E
DORM
254
EMW1 - 4
DORM
213
J
J
J
DORM
211
E
X
D
1
STAIR
S21 2PE2 - 20
J
EMW1 - 8
J
EMW1 - 8
PC
D
D
1
2PE2 - 21
D
D
E
E
1
J
B
2PE2 - 19
J
2PW2 - 21
DORM
215
DORM
224
2PW2 - 18
1
D
J
DORM
244
DORM
258
D
2PW2 - 7
D
DORM
243
H
DORM
241
DORM
239
DORM
237
B
DORM
235
DORM
233
DORM
231
DORM
229
2PE2 - 2
DORM
227
DORM
223
DORM
225
D
D
PC
DORM
209
H
B
C
C
D
2PE2 - 4
D
D
2PW2 - 1
2PW2 - 2
DORM
251
DORM
252
4/15/2016 2:56:13 PM
DORM
208
J
J
E
DORM
248
DORM
207
J
J
DORM
250
2PE2 - 5
E
6
EP401
D
D
D
D
REVISION HISTORY:
DORM
249
DORM
206
DORM
247
DORM
204
5
6
7
8
9
10
11
12
13
14
J
J
D
D
D
D
D
DORM
205
DORM
203
J
J
E
E
1
D
DORM
246
X
D
D
Edmond, Oklahoma
D
University of Central Oklahoma
Murdaugh Hall Renovation
2PW2 - 4
J
DORM
202
DORM
245
D
DESCRIPTION
DATE
DESIGNED BY:
FS/MBK
DRAWN BY:
X
E
E
4/18/16
PROJECT INFORMATION:
DORM
201
D
ADDENDUM 002
MBK
D
REVIEWED BY:
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
A
1
JTL
M
M
3
2
4
15
16
4
17
A
18
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
4
SHEET TITLE:
1
M
SECOND FLOOR LIGHTING PLAN
SECOND FLOOR LIGHTING PLAN
SCALE: 1/8" = 1'-0"
M
1
EMW1 - 26
PC
VIA "LC1"
EMW1 - 27
ISSUE DATE:
PC
VIA "LC1"
1
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
EL102
5
GENERAL NOTES
4
A. REFER TO ARCHITECTURAL SHEETS FOR EXACT
LOCATION & MOUNTING HEIGHT OF
PHOTOLUMINESCENT EXIT SIGNS.
B. REFER TO SHEET EP401, DETAIL 2 FOR DORM ROOM
LIGHTING CIRCUITING.
C. NOT ALL MATERIALS THAT EXIST IN THE WORK AREA
HAVE BEEN SHOWN. CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS IN THE AREA OF
CONSTRUCTION PRIOR TO BID.
SHEET KEYNOTES
EMW1 - 25
EMW1 - 24
1
1
VIA "LC1"
PC
PC
2
3
M
4
7
5
9
8
10
11
12
14
15
16
M
17
18
D
F E S S I O NA
GARY W.
JAMES
16166
OK
G INEER
VIA "LC1"
1
1. LIGHTING CONTROLLER ABOVE CEILING.
2. JUNCTION BOX IN CLOSET FOR DORM ROOM
LIGHTING. INSTALL JUNCTION BOX ABOVE CEILING.
3. EXISTING LIGHT FIXTURE TO REMAIN.
4. EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR
MAY RE-USE EXISTING CONDUITS SERVING EXISTING
EXTERIOR LIGHT FIXTURES.
RO
EN
1
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
L
D
Frankfurt Short Bruza
Architects Engineers Planners
P
3
2
L IC E NS E D
1
L A H O MA
4
4
2
M
A
A
E
X
E
X
J
J
D
D
DORM
322
3PE2 - 7
D
DORM
321
J
J
E
E
D
DORM
364
D
DORM
363
D
DORM
320
DORM
319
D
J
J
C
MECH.
302A
D
DORM
362
C
MECH.
301A
D
D
D
DORM
317
E
E
3PE2 - 6
3PW2 - 3
D
D
DORM
360
B
MEN'S RR
318
MEN'S RR
361
D
J
J
DORM
344
DORM
358
D
DORM
342
3PW2 - 5
D
DORM
340
DORM
338
DORM
336
DORM
334
DORM
330
DORM
332
DORM
328
D
3PE2 - 1
3PW2 - 6
DORM
315
B
DORM
324
DORM
326
3PE2 - 3
DORM
313
D
3PW2 - 20
3PE2 - 19
J
E
1
X
E
D
J
D
D
D
D
D
J
1
DORM
354
E
D
D
D
D
D
3
E
D
D
D
D
J
E
D
D
J
DORM
343
H
DORM
341
DORM
339
1
J
DORM
337
DORM
333
DORM
331
DORM
329
DORM
327
DORM
311
E
X
D
STAIR
S31
J
EMW1 - 8
3PE2 - 22
PC
3PE2 - 2
DORM
335
EMW1 - 6
1
X
E
J
3PW2 - 7
S34
D
D
E
1
J
J
EMW1 - 8
PC
STAIR
D
1
J
J
J
3PE2 - 21
D
X
3PW2 - 21
J
3PW2 - 22
EMW1 - 7
DORM
356
J
J
1
B
D
D
DORM
309
D
DORM
323
DORM
325
H
B
C
C
D
3PW2 - 1
D
D
DORM
352
4/15/2016 2:56:18 PM
3PE2 - 4
3PW2 - 2
DORM
307
J
J
J
E
DORM
350
DORM
348
3PE2 - 5
DORM
308
DORM
351
J
D
Edmond, Oklahoma
D
DORM
365
University of Central Oklahoma
Murdaugh Hall Renovation
3PW2 - 4
DORM
366
TYPICAL
M
REVISION HISTORY:
E
D
D
D
D
J
DORM
349
DORM
306
DORM
347
DORM
304
5
6
7
8
9
10
11
12
13
14
D
D
D
D
DORM
303
J
J
DORM
305
J
1
ADDENDUM 002
4/18/16
DESCRIPTION
DATE
E
E
PROJECT INFORMATION:
DORM
346
D
X
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
D
A
DORM
345
D
DORM
302
DESIGNED BY:
D
D
FS/MBK
DORM
301
DRAWN BY:
MBK
REVIEWED BY:
X
E
E
JTL
D
A
M
M
PROJECT MANAGER:
TJC
PROJECT NUMBER:
1
3
2
4
15
16
17
4
SHEET TITLE:
THIRD FLOOR LIGHTING PLAN
4
M
1
EMW1 - 26
PC
VIA "LC1"
20141700
18
THIRD FLOOR LIGHTING PLAN
M
ISSUE DATE:
1
SCALE: 1/8" = 1'-0"
03/30/16
EMW1 - 27
PC
VIA "LC1"
1
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
EL103
1
3
2
5
4
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
LIGHTING FIXTURE SCHEDULE
GRY
BLK
EAST CORRIDOR
COVE LIGHT
FIXTURES
GRY
NOTES
SURFACE IN COVE
WALL BRACKET ABOVE MIRROR
SURFACE IN COVE
RECESSED
CEILING MOUNTED
SURFACE-MOUNT TO BOTTOM OF JOIST
CORRIDOR COVE LIGHTING
DIMMABLE
6" EVO DOWNLIGHT
SURFACE IN COVE
LOBBY LIGHTING
PENDANT
WALL MOUNTED
WALL MOUNTED
STAIRS LIGHTING
FLICKER - FREE DIMMING TO DARK
FLICKER - FREE DIMMING TO DARK
BLK
1/2 CENTER
CORRIDOR LIGHT
FIXTURES
VIO
NEUTRAL WHT
NEUTRAL WHT
UNSWITCHED
BLK 120/277
UNSWITCHED
BLK 120/277
UNSWITCHED
BLK 120/277
C
GRN
0 TO 10 VOLT
DIMMING
OUTPUT.
EARTH
GROUND
CLASS 2 LOW VOLTAGE
WIRING 2 #18 AWG.
TYPICAL
CAT5E CABLE. (TYPICAL)
0 TO 10 VOLT
DIMMING
OUTPUT.
0 TO 10 VOLT
DIMMING
OUTPUT.
CAT5E CABLE.
(TYPICAL)
CLASS 2 LOW VOLTAGE
WIRING 2 #18 AWG.
TYPICAL
CAT5E CABLE. (TYPICAL)
NOTES - TYPICAL CORRIDOR LIGHTING CONTROL DETAILS
1
1. THIS CONTROL DETAIL APPLIES TO ALL DORM ROOM CORRIDOR COVE LIGHTS.
2. CORRIDOR LIGHTS TO BE ON AT 100% DURING THE DAY AND SHALL BE DIMMED TO 30% AT NIGHT.
PROGRAM SYSTEM SO THAT THE "ON" SIGNAL FROM THE TIME CLOCK TURNS LIGHTS ON AT FULL
BRIGHTNESS AND THE "OFF" SIGNAL DIMS THE LIGHTS TO 30%. COORDINATE "ON/OFF" TIMES
WITH OWNER.
3. ROOM CONTROLLERS IN THE CORRIDORS SHALL BE EQUAL TO WATTSTOPPER #LMRC-211.
4. DIGITAL INTERFACE MODULE EQUAL TO: WATTSTOPPER LM10-101.
5. TIME CLOCK EQUAL TO: TORK #DZM200DP-Q. 2 CHANNEL, CHANNEL 1 TO CONTROL EAST
CORRIDOR LIGHTS ON FLOORS 1, 2 AND 3. CHANNEL 2 TO CONTROL WEST CORRIDOR LIGHTS ON
FLOORS 1, 2 AND 3, PROVIDE (1) TIME CLOCK TO CONTROL ALL CORRIDOR LIGHTS.
1
CLASS 2 LOW VOLTAGE
WIRING 2 #18 AWG.
TYPICAL
4/15/2016 2:56:41 PM
B
1
F E S S I O NA
GARY W.
JAMES
16166
L A H O MA
1
SINGLE RELAY ON/OFF/0-10V
DIMMING ROOM CONTROLLER
GRY
EARTH
GROUND
RO
OK
NEUTRAL WHT
GRN
D
P
LED
LED
FLUORESCENT
LED
LED
LED
LED
LED
LED
EXISTING
FLUORESCENT
LED
LED
EXISTING
SINGLE RELAY ON/OFF/0-10V
DIMMING ROOM CONTROLLER
DIGITAL
INTERFACE MODULE
TIME CLOCK
2
2
1
2
1
1
2
2
2
1
8
1
1
1
N.W.
VIO
EARTH
GROUND
CLASS 2 LOW VOLTAGE
WIRING 2 #18 AWG.
TYPICAL
120
120
120
120
120
120
120
120
120
120
120
120
120
120
MOUNTING
B
TYPICAL CORRIDOR LIGHTING CONTROL DIAGRAM
Edmond, Oklahoma
SINGLE RELAY ON/OFF/0-10V
DIMMING ROOM CONTROLLER
96" SURFACE LED STRIP LIGHT
VANITY LIGHT
ROUND FLUORESCENT FIXTURE WITH BUILT-IN OCCUPANCY SENSOR
96" SURFACE LED STRIP LIGHT
VOLUMETRIC RECESSED DOWNLIGHT WITH BATTERY
DOWN LIGHT
48" PENDANT LED STRIP LIGHT
96" PENDANT LED STRIP LIGHT
48" SURFACE LED STRIP LIGHT
EXISTING TO REMAIN
ROUND PENDANT FLUORESCENT LIGHT FIXTURE
ROUND 4 WALL LED
ROUND 4 WALL LED WITH BATTERY
EXISTING TO REMAIN
EXIT SIGN - WHITE THERMOPLASTIC, GREEN LETTERS
NUM.
University of Central Oklahoma
Murdaugh Hall Renovation
N.W.
VIO
C
ZL1N-L48-7000M-FST-MVOLT-40K-80CRI-WH
P2901-09
001-g863-OCC
ZL1N-L48-3000LM-FST-MVOLT-40K-80CRI-WH
RT5D-LED-1700L-40K-120-DIM-ELR
EVO-41/4100K-14-6AR-CLEAR-WD-LD-MVOLT
ZL1N-L48-3000LM-FST-MVOLT-40K-80CRI-WH-WGZ48
ZL1N-L96-6000LM-FST-MVOLT-40K-80CRI-WH-WGZ48
RTL4-40L-MVOLT-EZ1-LP840
NA
CP4174-6TF32-2FCS40/22(MVOLT)-OBA-ABA)
RD4WA-HI/HI-14-120-SCT-EZB-LP840-CO32-DL
RD4WA-HI/HI-14-120-1SE-EC--SCT-EZB-LP840-CO32-DL
NA
BLP101F-U-A-S-G
VOLTS
L IC E NS E D
LITHONIA LIGHTING
PROGRESS LIGHTING
LEVITON
LITHONIA LIGHTING
LITHONIA LIGHTING
GOTHAM
LITHONIA LIGHTING
LITHONIA LIGHTING
LITHONIA LIGHTING
NA
OLYMPIA
PEERLESS LIGHTING
PEERLESS LIGHTING
NA
BRIGHT PATH LIGHTING
DESCRIPTION
G INEER
BLK
WEST CORRIDOR
COVE LIGHT
FIXTURES
A
B
C
D
E
F
G4
G8
H
J
JA
K
KA
M
X
MODEL NUMBER
EN
N.W.
MANUFACTURER
L
D
ID
LAMPS
TYPE
REVISION HISTORY:
SCALE: NTS
1
LC1
EMW1-24
TO EXTERIOR LIGHTS
EMW1-25
TO EXTERIOR LIGHTS
EMW1-26
TO EXTERIOR LIGHTS
EMW1-27
TO EXTERIOR LIGHTS
1
ADDENDUM 002
4/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
EMW1-28
TO EXTERIOR LIGHTS
DESIGNED BY:
FS/MBK
DRAWN BY:
C
MBK
REVIEWED BY:
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
H
JTL
EMW1-24
A
A
120V
N
PC
PHOTO-CELL ON ROOF
EQUAL TO TORK #2021
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
LIGHT FIXTURE SCHEDULE &
LIGHTING CONTROL DIAGRAM
2
LIGHT CONTACTOR "LC1" DIAGRAM
ISSUE DATE:
SCALE: NTS
03/30/16
SHEET NUMBER:
EL501
1
2
3
4
5
1
6
1.
2.
3.
4.
5.
EXISTING PANELS TO REMAIN.
EXISTING TO BE REMOVED.
EXISTING TO BE REPLACED.
NEW PANEL.
PROPOSED NEW PAD MOUNT XFMR BY EDMOND
ELECTRIC. CONTRACTOR TO INSTALL CONCRETE
PAD TO MEET POWER COMPANY SPECIFICATIONS.
6. EXISTING 4" UNDERGROUND CONDUITS FOR
PRIMARY CABLES TO REMAIN.
7. REWORK AND EXTEND EXISTING 4" CONDUITS TO
NEW PAD MOUNT TRANSFORMER LOCATION.
INSTALL A MINIMUM OF 48" BELOW GRADE. INSTALL
CONDUITS PER EDMOND ELECTRIC
REQUIREMENTS.
8. UTILIZE LONG RADIUS BENDS (MIN. 48").
9. MAIN ELECTRICAL SERVICE SECONDARY FEEDER.
REFER TO ELECTRICAL RISER DIAGRAM , SHEET
EP501.
10.POWER FOR HVAC CONTROL PANELS.
11.SEE ELECTRICAL RISER DIAGRAM, SHEET EP501
FOR FIRE PUMP CIRCUITING.
12.INSTALL CAT6 DATA OUTLET FOR HVAC CONTROL
PANEL CONNECTION. EXTEND CAT6 CABLE TO
EXISTING DATA RACK IN "IT ROOM 014AH".
COORDINATE TERMINATION OF CABLE AT DATA
RACK WITH OWNER'S IT PERSONAL.
APPROX.
44'-5"
UNDERGROUND
UTILITIES LINES
13. COMBINATION MOTOR STARTER, IN NEMA 1
ENCLOSURE. SURFACE MOUNT +48" AFF ON
MECHANICAL AHU. SQUARE D CLASS 8539, TYPE
SCG5- V02-C-P1-P2-X22, OR EQUAL.
14. ENCASE CONDUIT IN 3" OF CONCRETE AND BURY 36"
BELOW FINISHED GRADE, NOMINAL.
15. EXISTING VFD DRIVES FOR EXISTING HEATING AND
CHILLED WATER PUMPS TO REMAIN. RECONNECT TO
NEW CIRCUIT AS INDICATED ON ONE LINE DIAGRAM
ON SHEET EP501.
16. EXISTING HEATING AND CHILLED WATER PUMPS TO
REMAIN. EXISTING WIRING AND CONDUIT BETWEEN
MOTORS AND VFD DRIVES TO REMAIN.
17. REMOVE THE EXISTING ELECTRICAL PANEL AND
ASSOCIATED FEEDER CONDUIT AND WIRE THAT
SERVED THE EXISTING VFD DRIVES.
18. EXISTING EQUIPMENT, RECEPTACLES, AND
ASSOCIATED WIRING AND CONDUIT ARE TO REMAIN
IN THIS AREA. POWER SHALL BE MAINTAINED TO THIS
AREA AT ALL TIMES. COORDINATE INSTALLATION OF
NEW ELECTRICAL PANELS AND FEEDERS WITH THE
OWNER TO PREVENT POWER OUTAGES TO CRITICAL
EQUIPMENT. PROVIDE TEMPORARY POWER AS
NECESSARY TO PREVENT ANY DOWN TIME.
1
3
2
4
6
5
7
9
8
10
11
12
13
14
15
16
17
Frankfurt Short Bruza
Architects Engineers Planners
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
D
RO
F E S S I O NA
GARY W.
JAMES
16166
OK
G INEER
5
19. RECONNECT THE EXISTING EQUIPMENT AND
RECEPTACLES REMAINING IN THIS AREA TO NEW
ELECTRICAL PANEL OPE1.
20. RECONNECT THE EXISTING EQUIPMENT AND
RECEPTACLES REMAINING IN THIS AREA TO NEW
ELECTRICAL PANEL OPE2.
21. RECONNECT THE EXISTING EQUIPMENT AND
RECEPTACLES REMAINING IN THIS AREA TO NEW
ELECTRICAL PANEL OPW1.
22. RECONNECT THE EXISTING EXTERIOR BUILDING
LIGHT FIXTURES BEING SERVED FROM THE EXISTING
ELECTRICAL PANEL BEING REMOVED TO SPARE
BREAKERS IN THE NEW ELECTRICAL PANEL OPW1.
23. FLUSH IN GRADE PULL BOX SIZE AS REQUIRED BY
NATIONAL ELECTRICAL CODE.
24. EMERGENCY FEEDER FROM GENERATOR TO
TRANSFORMER SWITCHBOARD. REFER TO
ELECTRICAL RISER DIAGRAM , SHEET EP501.
25. CONNECTION FOR FIRE ALARM POWER EXTENDER
PANEL.
EN
8
SHEET KEYNOTES
L
UNDERGROUND
UTILITIES LINES
D
SHEET KEYNOTES
A. REMOVE ALL EXISTING ELECTRICAL PANELS
INDICATED TO BE REMOVED. REMOVE ALL
ASSOCIATED FEEDERS, BRANCH CIRCUITING AND
CONDUITS.
B. REPLACE ALL EXISTING ELECTRICAL PANELS WITH
NEW PANELS THAT ARE INDICATED TO BE
REPLACED. REMOVE ASSOCIATED FEEDER
CONDUIT AND WIRING. CONNECT THE NEW
ELECTRICAL PANEL TO THE NEW FEEDER WIRING
AND CONDUIT AS INDICATED ON THE ONE LINE
DIAGRAM ON SHEET EP501. RECONNECT THE
EXISTING BRANCH CIRCUITS SERVING EXISTING
EQUIPMENT TO REMAIN TO THE NEW BREAKERS IN
THE NEW ELECTRICAL PANELS.
C. ON ALL EXISTING ELECTRICAL PANELS INDICATED
TO REMAIN, DISCONNECT AND REMOVE THE
EXISTING FEEDER WIRING AND CONDUIT AND
RECONNECT TO NEW FEEDER CIRCUITING AS
INDICATED ON THE ONE LINE DIAGRAM ON SHEET
EP501.
20' SIDEWALK
5
SHEET KEYNOTES
4
P
3
GENERAL NOTES
2
L IC E NS E D
1
L A H O MA
18
7
14 11
21
+/- 50' NTS
IT ROOM
PANEL "IT1"
UH-006
M
CRAWL SPACE-7
167-7
UH-007
3
M
1
NEW
MSB
9
IT-2
014-2
18
IT ROOM
PANEL "IT2"
C
CLOSET
007A
4
NEW
ATS
23
RESTROOM
008
STORAGE-2
010A-2
FCU-004
M
EF-2
RESTROOM
009
EMW1 - 23
6
DOAU-1
0PW1 - 6,8,10
M
STORAGE
010
2
STORAGE-5
013-5
J
10
0PW1 - 4
MAINT. OFFICE-2
014C-2
UH-005
M
0PW1 - 5
FCU-002
0PE1 - 6,8,10
13
M
UH-002
STORAGE-2
011-2
25
MECHANICAL
ROOM-2
006A-2
UP
10
J
UH-014
M
20
CORR.
01AD
MECHANICAL
ROOM-2
006-2
B
C
0PW1
EMW1
12
IT ROOM-8
014A-8
WEST - OLD KITCHEN
PANEL
UH-003
EXIT
001
FCU-007
J
MAINTENANCE
UH-010
SHOP-5
M
0PE2 - 1
012-5
FCU-006
B
12
DOAU-2
CORR.-9
014B-9
CENTER HALLWAY PANEL.
(SERVES SHOP CROSS
THE HALLWAY)
0PW1 - 1
13
0PE1
0PE2 - 3
4
0PE2 - 4,6,8
0PE2
INVENTORY
OFFICE-3
014D-3
0PE1 - 2
0PE1 - 1
M
FCU-003
BASEMENT
EAST CORRIDOR
PANEL
CORR.-3
H015-3
2
M
4
SOUTH - CENTER
ENTRY WAY
PANEL
STORAGE-19
001B-19
UH-011
UH-013
UH-012
B
FCU-021
24
0PW1 - 2
2
11
ELECTRICAL
004C
STAIR
002
4/15/2016 2:56:09 PM
4'-0"
15
HALL
011B
STAIR-2
011A-2
STAIR
S02
M
FCU-008
J
17
2
22
RESTROOM
011C
M
2
UH-008
DOAU-3
REVISION HISTORY:
C
OFFICE TORNADO
SHELTER-2
016-2
UH-009
0PW1 - 3
CL
TORNADO
SHELTER-16
017-16
2
0PW1 - 12
16
4' SIDEWALK
LAUNDRY-3
020-3
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
19
12
0PE3
LAUNDRY
ROOM PANEL
M
ELECTRICAL
CLOSET-4
004A-4
J
CORR.
H024
RESTROOM
023
3
HYDRONIC PUMP 10
RM
12
004B
LOUVERED
GATE
4'-0"
0PE1 - 4
FCU-009
C
LOUVERED
FENCE
SHOWERS-4
022-4
13
10
STAIR
S04
UH-004
2
NEW GENERATOR
Room
197
0PE1 - 3,5,7
2
0PE2 - 2
FCU-001
STAIR
01B
FIRE PUMP
ROOM-3
005-3
14 11
A
B
M
Edmond, Oklahoma
ELECTRICAL
ROOM-3
007-3
A
University of Central Oklahoma
Murdaugh Hall Renovation
A
EXISTING BOILER
ENCLOSURE. FIELD
VERIFY EXACT
LOCATION BEFORE
BIDDING.
1
1
4/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
FCU-020
CRAWL SPACE-19
178-19
5
6
7
8
9
10
11
12
13
FS/MBK
14
DRAWN BY:
MBK
FCU-017
REVIEWED BY:
JTL
KITCHENETTE-3
019-3
A
BIKE SHOP-6
018-6
SHEET TITLE:
D
2
3
4
15
1
16
17
18
03/30/16
SHEET NUMBER:
N
SCALE: 1/8" = 1'-0"
3
BASEMENT ELECTRICAL
MASTER PLAN
ISSUE DATE:
BASEMENT ELECTRICAL MASTER PLAN
0
2
TJC
20141700
D
1
PROJECT MANAGER:
PROJECT NUMBER:
FCU-005
1
ADDENDUM 002
4
5
4'
8'
16'
EP100
6
5
7
9
8
10
11
12
13
14
15
16
17
18
1
11
11
A
A
DORM
165
FCU-H102B
FCU-166
DORM
166
J
DORM
122
J
1PW1 - 30,32
J
FCU-164
J
EF-1
1PE1 - 29,31
1PW1 51,53,55
J
6
10
J
MEN'S RR
161
6
9
1PW1 - 22,24
FCU-158
EMW1 - 14
1PW1 - 42
DORM
158
J
HALL DIRECTOR
APARTMENT
144
1PW1 - 66
1PW1 - 65
13
1PW1 - 45
12
GFI
FCU-118
FCU-161
1PW1 - 43
1PW1 - 60
1PW1 - 21,23
1PW1
1PW1 - 57
J
FRONT DESK
128
HALL DIRECTOR
S
APARTMENT
140
13
2
FCU-144
RA OFFICE
126
FCU-128
1PE1 - 22,24
1PE1 - 67
FCU-126
FCU-124
1PE1 - 66
1PE1 - 62
1PW1 - 61
J
J
2
6
1
1PW1 - 18,20
FCU-156
6
EMW1 - 9
1
EP401
J
J
5
J
2
1PW1 - 62
STORAGE-15
STAIR-1
001B-15
011A-1
2
2
HOUSEKEEPING
CLOSET
100F
13
1PE1 - 40
CORR.-2
H015-2
1PE1 - 64
2
1PW1 - 13,15
C
BONUS DORM
ROOM
143
BONUS DORM
ROOM
141A
J
12
2
5
J
J
J
13
2
BONUS DORM
ROOM
123
1PE1 - 53
1PW1 - 47
STAIR
S12
DORM
109
1
FCU-109
BONUS DORM
ROOM
SHOWERS-2
123A
022-2
J
1PE1 - 14,16
C
1PW1 - 39
1PW1 - 41
J
FCU-152
J
FCU-108
1PW1 - 14,16
FCU-151
3
DORM
151
4
DORM
150
B
FCU-150
J
FCU-149
FCU-148
J
J
DORM
146
J
B
FCU-147
5
DORM
147
6
7
8
9
10
11
12
13
DORM
103
J
J
1PE1 - 5,7
FCU-103
DORM
104
14
7
1PW1 - 1,3
1PE1 - 65
PC
1PE1 - 6,8
1PW1 - 6,8
7
7
1PE1 - 2,4 1PE1 - 1,3
7
1PW1 - 2,4
L A H O MA
REVISION HISTORY:
FCU-101
FCU-146
DORM
102
FCU-145
1PW1 - 40
8
J
FCU-H102A
DORM
145
J
FCU-102
J
FCU-H101A
1PE1 - 42
DORM
8
101
J
D
D
1
C
FCU-105
DORM
106
DORM
149
1. EXISTING ELECTRICAL PANEL TO BE REPLACED.
2. EXISTING RECEPTACLE TO REMAIN. DISCONNECT
FROM EXISTING CIRCUIT AND REMOVE THE
ASSOCIATED WIRING. RECONNECT TO NEW CIRCUIT
AS INDICATED.
3. REMOVE EXISTING RECEPTACLE AND PROVIDE BLANK
COVER FOR EXISTING BOX.
4. EXISTING FAN AND LIGHT FIXTURE TO REMAIN, SEE
LIGHTING SHEET EL101, KEYNOTE 4 FOR CIRCUITING.
5. JUNCTION BOX IN CLOSET FOR DORM ROOM
RECEPTACLES/POWER. INSTALL JUNCTION BOX
ABOVE CEILING.
6. 120V POWER CONNECTION FOR FIRE DAMPERS. SEE
MECHANICAL SHEETS FOR EXACT LOCATIONS.
7. ROUTE (4) - #10 & (1) - #10 EG IN 3/4 C.
8. ROUTE (2) - #10 & (1) - #10 EG IN 3/4 C.
9. RECONNECT EXISTING EQUIPMENT AND
RECEPTACLES IN THIS AREA TO NEW ELECTRICAL
PANEL 1PW1.
10.RECONNECT EXISTING EQUIPMENT AND
RECEPTACLES IN THIS AREA TO NEW ELECTRICAL
PANEL 1PE1.
11.FURNISH AND INSTALL J HOOKS FOR FUTURE DATA
CABLES. THE J HOOKS SHALL BE INSTALLED IN THE
TOP OF THE LIGHT COVE ON EACH SIDE OF THE
CORRIDOR AND SHALL RUN THE ENTIRE LENGTH OF
THE CORRIDOR. SPACE J HOOKS 4' 0' APART.
12.TWO (2) DUPLEX RECEPTACLES MOUNTED UNDER
ELECTRICAL PANEL FOR COMPUTER INTERNET
MODULE HOOKUP, RECEPTACLES SHALL BE IN A
FLUSH LOCKABLE BOX, COORDINATE WITH OWNER
FOR SPACING OF OUTLETS IN BOX, REFER TO DETAIL
2, SHEET EP101.
13.TV OUTLET COMBO WITH RECEPTACLE FOR DIGITAL
SIGN. SEE NOTE 3 ON SHEET ET101 FOR MOUNTING
INSTRUCTIONS.
14.ROOMS 154 & 156 ARE TO BE COMPLETED FIRST AS
MOCK-UP ROOMS. THE ELECTRICAL CONTRACTOR
SHALL COORDINATE WITH GENERAL CONTRACTOR
AND ARCHITECT.
15.CONNECTION FOR FIRE ALARM CONTROL PANEL
"FACP".
DORM
105
FCU-106
FCU-104
DORM
148
DORM
107
1PE1 - 10,12
1PW1 - 5,7
J
1PE1 - 43
1PE1 - 13,15
GAME ROOM
130A
1PW1 - 59
J
FCU-107
1PE1 - 9,11
TYPICAL
1PW1 - 64
PC
DORM
108
1PE1 - 57
4
2
3
EP401
1PW1 - 9,11
1PW1 - 10,12
2
4
J
J
1PE1 - 41
1PE1 - 55
FCU-130A
DORM
152
4/15/2016 2:56:22 PM
FCU-111
1PE1 - 17,19
RR
123B
FCU-123A
DORM
111
J
1PE1
1PE1 - 59
1PE1 - 18,20
CORR.
6
H174
6
J
FCU-123
FCU-143
1PE1 - 44
DORM
113
1PE1 - 52,54,56
FCU-141
FCU-113
J
J
EMW1 - 11
2
LOUNGE
130
J
1PW1 - 46
RR
141B
DORM
154 14
FCU-154
J
13
J
1PE1 - 58,60
1PW1 52,54,56
1PW1 - 17,19
TYPICAL
J
B
13
1
MECHANICAL
CLOSET
100C
FCU-115
1PE1 - 21,23
1PE1 - 39
15
J
1PE1 - 45
BONUS DORM
ROOM
124
FCU-140
DORM
14
156
DORM
115
48" AFF
GFI
OK
SHEET KEYNOTES
J
10
9
GARY W.
JAMES
16166
FCU-117
1PE1 - 25,27
J
C
DORM
117
1PE1 - 26,28
MEN'S RR
118
1PW1 - 25,27
FCU-160
DORM
119
J
PC
1PE1 - 65
MECH.
101A
48" AFF
B
FCU-119
DORM
120
J
DORM
160
5 TYPICAL
J
FCU-120
MECH.
168
CORR.
H169
FCU-162
1PE1 - 46
1PW1 - 44
PC
1PW1 - 64
DORM
162
FCU-121
1PE1 - 33,35
FCU-163
1PW1 - 26,28
J
J
1PE1 - 30,32
DORM
163
1PW1 - 29,31
DORM
164
FCU-122
FCU-165
1PW1 - 33,35
DORM
121
FCU-H101B
D
F E S S I O NA
G INEER
WP
GFI
RO
EN
D
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
L
1PW1 - 67
Frankfurt Short Bruza
Architects Engineers Planners
Edmond, Oklahoma
4
A. REFER TO SHEET EP401, DETAIL 1 FOR DORM ROOM
POWER CIRCUITING.
B. NOT ALL MATERIALS THAT EXIST IN THE WORK AREA
HAVE BEEN SHOWN. CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS IN THE AREA OF
CONSTRUCTION PRIOR TO BID.
C. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL
REMOVE ALL MATERIALS DESIGNATED FOR
DEMOLITION FROM THE SITE.
D. CONTRACTOR SHALL DE-ENERGIZE THE MAIN
POWER TO EQUIPMENT AND DEVICES SCHEDULED
FOR DEMOLITION PRIOR TO THE START OF WORK.
E. COORDINATE DEMOLITION TO ENSURE POWER AND
LIGHTING DEVICES TO AREAS ADJACENT TO, BUT
NOT INVOLVED IN THE RENOVATION ARE NOT
ADVERSELY AFFECTED.
F. COORDINATE ANY INTERRUPTION OF SERVICE WITH
THE FACILITY MANAGER AND THE CONTRACTING
OFFICER NOT LESS THAN SEVEN (7) - DAYS PRIOR
TO THE PROPOSED INTERRUPTION.
G. UNLESS NOTED OTHERWISE, DISCONNECT AND
REMOVE ALL LIGHT FIXTURES, SWITCHES, PANEL
BOARDS, RECEPTACLES, RACEWAYS AND
CONDUCTORS ROUTED WITHIN ROOM / WALLS
SCHEDULED FOR DEMOLITION. REMOVE CONDUIT
AND CONDUCTORS BACK TO THEIR SOURCE OF
ORIGINATION.
H. REPLACE ALL EXISTING ELECTRICAL PANELS WITH
NEW PANELS THAT ARE INDICATED TO BE
REPLACED. REMOVE ASSOCIATED FEEDER CONDUIT
AND WIRING. CONNECT THE NEW ELECTRICAL
PANEL TO THE NEW FEEDER WIRING AND CONDUIT
AS INDICATED ON THE ONE LINE DIAGRAM ON SHEET
EP501. RECONNECT THE EXISTING BRANCH
CIRCUITS SERVING EXISTING EQUIPMENT TO
REMAIN TO THE NEW BREAKERS IN THE NEW
ELECTRICAL PANELS.
University of Central Oklahoma
Murdaugh Hall Renovation
3
2
5
GENERAL NOTES
4
P
1
3
2
L IC E NS E D
1
3
2
4
15
1
16
17
CONDUIT
TO CEILING
ABOVE
RECEPTACLES
FLUSH IN WALL
18
FIRST FLOOR ELECTRICAL PLAN
1
SCALE: 1/8" = 1'-0"
ADDENDUM 002
4/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
FS/MBK
DRAWN BY:
MBK
REVIEWED BY:
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
JTL
FLUSH LOCKABLE BOX
(12"x12" MINIMUM)
A
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
FIRST FLOOR ELECTRICAL
PLAN
DOOR
2
LOCKABLE ELECTRICAL BOX
ISSUE DATE:
03/30/16
SCALE: NTS
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
EP101
5
GENERAL NOTES
4
6
5
7
9
8
10
11
12
13
14
15
16
17
6
18
6
A
A
FCU-H202B
DORM
266
FCU-H201B
DORM
265
FCU-265
FCU-266
J
DORM
222
J
FCU-221
FCU-222
TYPICAL
DORM
264
DORM
220
J
DORM
263
FCU-263
J
2PW2 - 13
J
FCU-262
DORM
262
2PE1 - 45,47
J
J
2PW1 - 22,24
FCU-218
FCU-261
DORM
244
2PW1 - 21,23
2PW1 - 62
2PW1 - 61
DORM
242
DORM
240
2PW2
J
DORM
238
1
TYPICAL
2PW2 - 14
7
FCU-258
DORM
236
DORM
234
EMW1 - 16
PC
2PW2 - 16
FCU-236
FCU-240
DORM
230
DORM
232
9
DORM
228
4
DORM
226
2PE2 - 8
FCU-234
2PE2 - 10
FCU-232
2PW1
J
FCU-256
FCU-242
8
J
J
EMW1 - 10 2
6
DORM
256
2PW1 - 34,36
2
J
J
J
J
J
J
2PW1 - 50,52
3
2PW1 - 54,56
2PW1 - 46,48 2PW1 - 49,51
3
2PW1 - 53,55
2PW1 - 45,47
J
J
FCU-230
J
2PW1 - 42,44
2PW1 - 38,40
2PW1 - 41,43
J
J
J
J
FCU-226
FCU-243
B
J
FCU-241
J
J
J
J
FCU-237
FCU-239
DORM
241
DORM
243
2PW1 - 14,16 2PW2 - 8
J
J
J
J
J
J
FCU-235
FCU-233
2PE1 - 57
FCU-211
J
J
DORM
239
4
DORM
237
DORM
235
DORM
233
2
STAIR
S21
DORM
227
DORM
225
2PE1 - 37,39
2PE1 - 33,35
DORM
223
C
FCU-208
2PE2 - 12
DORM
251
4/15/2016 2:56:28 PM
J
FCU-249
DORM
206
DORM
249
REVISION HISTORY:
FCU-205
FCU-206
J
2PW1 - 60
PC
2PW1 - 5,7
FCU-204
DORM
247
5
FCU-247
FCU-248
6
7
8
9
10
11
12
13
2PW1 - 2,4
3
2PW2 - 9
FCU-245
14
FCU-246
J FCU-H202A
DORM
246
DORM
202
DORM
245
J
DORM
204
J
J
FCU-203
DORM
203
2PE1 - 25,27
3
2PW1 - 1,3
4
2PE1 - 60
PC
2PE1 - 30,32
J
2PW1 - 6,8
DORM
248
DORM
205
2PE1 - 29,31
J
J
DORM
207
2PE1 - 38,40
2PE1 - 34,36
2PW1 - 10,12
B
FCU-207
2PE2 - 14
DORM
208
5
EP401
J
J
2PW1 - 9,11
FCU-250
FCU-209
J
DORM
252
DORM
250
DORM
209
CORR.
H201
2PE2 - 11
2PE2 - 9
DORM
229
DORM
231
2PE1 - 42,44
FCU-223
FCU-251
FCU-252
J
2PE1 - 22,24
FCU-227
FCU-229
FCU-231
DORM
211
J
2PE1
2
J
J
J
J
Room
2PE1 - 1,3
3
2PE1 - 17,19
3
2PE1 - 6,8
2PE1 - 10,12 2PE1 - 13,15
3 190
2PE1 - 5,7
2PE1 - 14,16
2PW1 - 59
EMW1 - 12
2PE1 - 2,4
2PE1 - 9,11
2PE1 - 18,20
3
2PW2 - 17
2PW2 - 15
2PW1 - 13,15
2PW2 - 10
J
FCU-224
FCU-225
2PW1 - 17,19
FCU-254
C
2PE2 - 15
7
2PE2
2PW1 - 37,39
DORM
254
DORM
213
FCU-213
2PE1 - 58
FCU-228
J
FCU-238
J
2PW1 - 18,20
STAIR
S22
2PE1 - 41,43
8
2PE1 - 61
2PE1 - 59
1. JUNCTION BOX IN CLOSET FOR DORM ROOM
RECEPTACLES/POWER. INSTALL JUNCTION BOX
ABOVE CEILING.
2. 120V POWER CONNECTION FOR FIRE DAMPERS. SEE
MECHANICAL SHEETS FOR EXACT LOCATIONS.
3. ROUTE (4) - #10 & (1) - #10 EG IN 3/4 C.
4. ROUTE (2) - #10 & (1) - #10 EG IN 3/4 C.
5. EXISTING ELECTRICAL PANEL TO BE REPLACED.
6. FURNISH AND INSTALL J HOOKS FOR FUTURE DATA
CABLES. THE J HOOKS SHALL BE INSTALLED IN THE
TOP OF THE LIGHT COVE ON EACH SIDE OF THE
CORRIDOR AND SHALL RUN THE ENTIRE LENGTH OF
THE CORRIDOR. SPACE J HOOKS 4' 0' APART. ALL
CORRIDORS, TYPICAL.
7. TWO (2) DUPLEXES RECEPTACLES MOUNTED UNDER
ELECTRIC PANEL FOR COMPUTER INTERNET MODULE
HOOKUP, RECEPTACLES SHALL BE IN A FLUSH
LOCKABLE BOX. REFER TO DETAIL 2, SHEET EP101.
8. TV OUTLET COMBO WITH RECEPTACLE FOR DIGITAL
SIGN. SEE NOTE 3 ON SHEET ET101 FOR MOUNTING
DETAILS.
9. CONNECTION FOR FIRE ALARM POWER EXTENDER
PANEL.
5
FCU-244
2PW1 - 57
C
DORM
224
5
J
B
2PE2 - 16
8
DORM
258
2PE1 - 46,48
GFI
2PW1 - 58
2PW2 - 12
2PW2 - 11
GFI
DORM
215
FCU-215
48" AFF
48" AFF
FCU-260
1
FCU-217
J
2PW1 - 25,27
DORM
260
B
TYPICAL
2
MEN'S RR
218
MEN'S RR
261
DORM
217
1
J
2
J
PC
2PE1 - 60
MECH.
201A
MECH.
PC
2PW1 - 60 202A
C
DORM
219
2PE1 - 50,52
2PE2 - 17
L A H O MA
FCU-219
2PE1 - 49,51
FCU-220
2PW1 - 29,31
J
OK
SHEET KEYNOTES
2PE1 - 54,56
2PW1 - 26,28
FCU-264
1
TYPICAL
2PE1 - 53,55
2PW1 - 33,35
J
J
J
2PW1 - 30,32
1
DORM
221
GARY W.
JAMES
16166
Edmond, Oklahoma
4
F E S S I O NA
University of Central Oklahoma
Murdaugh Hall Renovation
3
2
D
RO
G INEER
1
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
EN
D
Frankfurt Short Bruza
Architects Engineers Planners
L
A. REFER TO SHEET EP401, DETAIL 1 FOR DORM ROOM
POWER CIRCUITING.
B. NOT ALL MATERIALS THAT EXIST IN THE WORK AREA
HAVE BEEN SHOWN. CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS IN THE AREA OF
CONSTRUCTION PRIOR TO BID.
C. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL
REMOVE ALL MATERIALS DESIGNATED FOR
DEMOLITION FROM THE SITE.
D. CONTRACTOR SHALL DE-ENERGIZE THE MAIN
POWER TO EQUIPMENT AND DEVICES SCHEDULED
FOR DEMOLITION PRIOR TO THE START OF WORK.
E. COORDINATE DEMOLITION TO ENSURE POWER AND
LIGHTING DEVICES TO AREAS ADJACENT TO, BUT
NOT INVOLVED IN THE RENOVATION ARE NOT
ADVERSELY AFFECTED.
F. COORDINATE ANY INTERRUPTION OF SERVICE WITH
THE FACILITY MANAGER AND THE CONTRACTING
OFFICER NOT LESS THAN SEVEN (7) - DAYS PRIOR
TO THE PROPOSED INTERRUPTION.
G. UNLESS NOTED OTHERWISE, DISCONNECT AND
REMOVE ALL LIGHT FIXTURES, SWITCHES, PANEL
BOARDS, RECEPTACLES, RACEWAYS AND
CONDUCTORS ROUTED WITHIN ROOM / WALLS
SCHEDULED FOR DEMOLITION. REMOVE CONDUIT
AND CONDUCTORS BACK TO THEIR SOURCE OF
ORIGINATION.
H. REPLACE ALL EXISTING ELECTRICAL PANELS WITH
NEW PANELS THAT ARE INDICATED TO BE
REPLACED. REMOVE ASSOCIATED FEEDER CONDUIT
AND WIRING. CONNECT THE NEW ELECTRICAL
PANEL TO THE NEW FEEDER WIRING AND CONDUIT
AS INDICATED ON THE ONE LINE DIAGRAM ON SHEET
EP501. RECONNECT THE EXISTING BRANCH
CIRCUITS SERVING EXISTING EQUIPMENT TO
REMAIN TO THE NEW BREAKERS IN THE NEW
ELECTRICAL PANELS.
P
3
2
L IC E NS E D
1
2PE1 - 21,23
3
2PE1 - 26,28
3
FCU-201
1
FCU-202
J
J
FCU-H201A
2PE2 - 13
J
4
4/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DORM
201
D
ADDENDUM 002
DESIGNED BY:
FS/MBK
D
DRAWN BY:
MBK
REVIEWED BY:
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
JTL
A
1
3
2
4
15
16
17
18
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
1
20141700
SECOND FLOOR ELECTRICAL PLAN
SHEET TITLE:
SECOND FLOOR ELECTRICAL
PLAN
SCALE: 1/8" = 1'-0"
ISSUE DATE:
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
EP102
5
GENERAL NOTES
4
9
8
10
11
12
14
15
16
17
6
18
6
A
A
DORM
366
FCU-H302A
J
J
J
FCU-366
3PW1 - 33,35
J
FCU-322
DORM
365
FCU-365
FCU-H301A
DORM
321
FCU-321
DORM
322
3PE1 - 54,56
3PE1 - 53,55
3PW1 - 30,32
1
TYPICAL
DORM
364
J
FCU-364
FCU-363
3PW1 - 29,31
FCU-362
DORM
363
J
J
2
MEN'S RR
361
2
MEN'S RR
318
B
3PW1 - 22,24
3PW2 - 12
FCU-361
FCU-318
3PW1 - 62
3PW1 - 58
8
3PW2
7
FCU-342
FCU-340
FCU-338
J
J
J
EMW1 - 13
FCU-334
FCU-332
FCU-330
3PW1 - 17,19
J
J
J
J
J
J
J
J
J
J
J
J
3PE1 - 1,3
3
3PE1 - 2,4
3
J
J
J
J
FCU-324
STAIR
S34
FCU-343
FCU-341
3PW2 - 15
DORM
343
3PW1 - 14,16
J
J
3PE1 - 13,15
J
J
J
J
J
J
J
J
FCU-337
FCU-339
FCU-335
FCU-333
FCU-331
FCU-329
DORM
341
3PW2 - 17
DORM
4
337
DORM
339
DORM
335
DORM
333
FCU-325
FCU-327
2
J
3PE1 - 42,44
J
2
STAIR
S31
3PE2 - 9
DORM
331
DORM
327
DORM
329
DORM
325
DORM
323
DORM
348
J
J
3PE2 - 14
3PE1 - 29,31
3PE1 - 34,36
DORM
306
B
DORM
307
3PE1 - 33,35
FCU-308
DORM
305
REVISION HISTORY:
J
FCU-306
3PE1 - 60
PC
J
J
FCU-347
DORM
304
DORM
347
5
6
7
8
9
10
11
12
13
14
FCU-305
J
J
DORM
303
3PE1 - 25,27
FCU-304
FCU-303
3PE1 - 26,28
3
DORM
345
3
FCU-301
3PE1 - 21,23
FCU-345
3
FCU-302
FCU-346
J
C
FCU-307
3PE1 - 30,32
3
3PW1 - 1,3
3PW1 - 2,4
3PW2 - 9
4
J
DORM
308
FCU-349
3PW1 - 6,8
DORM
346
FCU-309
3PE1 - 38,40
3PW1 - 5,7
FCU-348
3PE1 - 37,39
3PE2 - 12
DORM
349
3PW1 - 60
PC J
DORM
309
J
3PW2 - 8
3PW1 - 9,11
CORR.
H301
3PE2 - 11
3PW1 - 10,12
FCU-350
DORM
311
FCU-311
FCU-351
DORM
352
J
3PE1
3PE1 - 57
FCU-323
DORM
351
J
3PE2 - 15
J
3PE1 - 22,24
3PW1 - 13,15
DORM
350
7
3PE2
3PE1 - 6,8
EMW1 - 15
3PE1 - 5,7
3PE1 - 10,12
CORR.
3PE1 - 14,16
3
3PE1 - 9,11 H300
3PE1 - 17,19
ATTIC HATCH
3PE1 - 18,20
3
J
3PW1 - 59
3PW2 - 10
FCU-326
2
CORR.
H302
FCU-352
FCU-313
3PE2 - 8
3PW1 - 38,40
3PW1 - 50,52
8
3PW1 - 53,55 3PW1 - 54,56
3
3PW1 - 41,43 3PW1 - 45,47 3PW1 - 42,44
3PW1 - 49,51
3
3
3PW1 - 46,48
3PW1 - 34,36
3PW1 - 37,39
6
J
C
8
3PE2 - 10
FCU-328
DORM
313
3PE1 - 41,43
C
5
3PW1
3PW1 - 18,20
J
3PE1 - 61
3PE1 - 59
B
3PE2 - 16
3PE1 - 58
DORM
324
4
EMW1 - 16
PC
FCU-336
DORM
326
3PE1 - 46,48
1. JUNCTION BOX IN CLOSET FOR DORM ROOM
RECEPTACLES/POWER. INSTALL JUNCTION BOX
ABOVE CEILING.
2. 120V POWER CONNECTION FOR FIRE DAMPERS. SEE
MECHANICAL SHEETS FOR EXACT LOCATIONS.
3. ROUTE (4) - #10 & (1) - #10 EG IN 3/4 C.
4. ROUTE (2) - #10 & (1) - #10 EG IN 3/4 C.
5. EXISTING ELECTRICAL PANEL TO BE REPLACED.
6. FURNISH AND INSTALL J HOOKS FOR FUTURE DATA
CABLES. THE J HOOKS SHALL BE INSTALLED IN THE
TOP OF THE LIGHT COVE ON EACH SIDE OF THE
CORRIDOR AND SHALL RUN THE ENTIRE LENGTH OF
THE CORRIDOR. SPACE J HOOKS 4' 0' APART. ALL
CORRIDORS, TYPICAL.
7. TWO (2) DUPLEXES RECEPTACLES MOUNTED UNDER
ELECTRIC PANEL FOR COMPUTER INTERNET MODULE
HOOKUP, RECEPTACLES SHALL BE IN A FLUSH
LOCKABLE BOX. REFER TO DETAIL 2, SHEET EP101.
8. TV OUTLET COMBO WITH RECEPTACLE FOR DIGITAL
SIGN. SEE NOTE 3 ON SHEET ET101 FOR MOUNTING
DETAILS.
9. CONNECTION FOR FIRE ALARM POWER EXTENDER
PANEL.
J
J
4/15/2016 2:56:32 PM
3PW2 - 16
DORM
328
DORM
330
GFI
5
J
DORM
354
TYPICAL 1
DORM
332
DORM
334
DORM
336
9
FCU-344
FCU-356
FCU-354
DORM
342
DORM
338
2
J
DORM
356
DORM
340
3PW2 - 14
3PW1 - 57
B
DORM
344
3PW1 - 61
3PW2 - 11
DORM
315
48" AFF
GFI
3PW1 - 21,23
DORM
358
FCU-315
J
48" AFF
1
FCU-317
3PE1 - 45,47
J
FCU-358
DORM
317
J
3PW1 - 25,27
DORM
360
DORM
319
PC
3PE1 - 60
1
TYPICAL
MECH.
301A
C
FCU-360
FCU-319
3PE2 - 17
MECH.
302A
J
L A H O MA
SHEET KEYNOTES
TYPICAL
J
3PE1 - 50,52
FCU-320
3PW2 - 13
PC
3PW1 - 60
DORM
362
J
3PE1 - 49,51
3PW1 - 26,28
OK
1
DORM
320
J
GARY W.
JAMES
16166
Edmond, Oklahoma
7
5
F E S S I O NA
University of Central Oklahoma
Murdaugh Hall Renovation
4
D
RO
G INEER
3
2
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
EN
1
Frankfurt Short Bruza
Architects Engineers Planners
L
D
A. REFER TO SHEET EP401, DETAIL 1 FOR DORM ROOM
POWER CIRCUITING.
B. NOT ALL MATERIALS THAT EXIST IN THE WORK AREA
HAVE BEEN SHOWN. CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS IN THE AREA OF
CONSTRUCTION PRIOR TO BID.
C. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL
REMOVE ALL MATERIALS DESIGNATED FOR
DEMOLITION FROM THE SITE.
D. CONTRACTOR SHALL DE-ENERGIZE THE MAIN
POWER TO EQUIPMENT AND DEVICES SCHEDULED
FOR DEMOLITION PRIOR TO THE START OF WORK.
E. COORDINATE DEMOLITION TO ENSURE POWER AND
LIGHTING DEVICES TO AREAS ADJACENT TO, BUT
NOT INVOLVED IN THE RENOVATION ARE NOT
ADVERSELY AFFECTED.
F. COORDINATE ANY INTERRUPTION OF SERVICE WITH
THE FACILITY MANAGER AND THE CONTRACTING
OFFICER NOT LESS THAN SEVEN (7) - DAYS PRIOR
TO THE PROPOSED INTERRUPTION.
G. UNLESS NOTED OTHERWISE, DISCONNECT AND
REMOVE ALL LIGHT FIXTURES, SWITCHES, PANEL
BOARDS, RECEPTACLES, RACEWAYS AND
CONDUCTORS ROUTED WITHIN ROOM / WALLS
SCHEDULED FOR DEMOLITION. REMOVE CONDUIT
AND CONDUCTORS BACK TO THEIR SOURCE OF
ORIGINATION.
H. REPLACE ALL EXISTING ELECTRICAL PANELS WITH
NEW PANELS THAT ARE INDICATED TO BE
REPLACED. REMOVE ASSOCIATED FEEDER CONDUIT
AND WIRING. CONNECT THE NEW ELECTRICAL
PANEL TO THE NEW FEEDER WIRING AND CONDUIT
AS INDICATED ON THE ONE LINE DIAGRAM ON
SHEET EP501. RECONNECT THE EXISTING BRANCH
CIRCUITS SERVING EXISTING EQUIPMENT TO
REMAIN TO THE NEW BREAKERS IN THE NEW
ELECTRICAL PANELS.
P
3
2
L IC E NS E D
1
DORM
302
J
FCU-H302B
J
FCU-H301B
DORM
301
3PE2 - 13
1
ADDENDUM 002
4/18/16
DESCRIPTION
DATE
4
J
PROJECT INFORMATION:
D
D
DESIGNED BY:
FS/MBK
DRAWN BY:
MBK
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
1
2
3
4
15
1
A
16
17
REVIEWED BY:
18
JTL
THIRD FLOOR ELECTRICAL PLAN
A
SCALE: 1/8" = 1'-0"
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
THIRD FLOOR ELECTRICAL
PLAN
ISSUE DATE:
03/30/16
SHEET NUMBER:
N
0
1
2
3
4
5
4'
8'
16'
EP103
1
3
2
5
4
Frankfurt Short Bruza
Architects Engineers Planners
Branch Panel: EMW1
Location:
Supply From:
Mounting:
Enclosure:
Volts: 120/208 Wye
Phases: 3
Wires: 4
ELECTRICAL ROOM-3 007-3
MSB
TRANSFER SWITCH TSI
SURFACE
NEMA 1
A.I.C. Rating:
Mains Type:
Mains Rating:
MCB Rating:
Location:
Supply From:
Mounting:
Enclosure:
42000
MLO
400 A
300 A
A.I.C. Rating:
Mains Type:
Mains Rating:
MCB Rating:
22000
MCB
225 A
225 A
Notes:
A
1200... 439 VA
B
C
439 VA 410 VA
410 VA 785 VA
600 VA 600 VA
600 VA 1000...
600 VA 2000...
1260... 11200...
600 VA 12400...
2000... 1400...
1600... 1600...
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
20294 VA
180 A
20849 VA
185 A
Poles
1
1
410 VA 410 VA
1
1
1
600 VA 600 VA
1
1
1
200 VA 6400...
3
--1000... 1800...
1
1
1
0 VA
0 VA
1
1
1
0 VA
0 VA
1
1
1
0 VA
0 VA
1
11420 VA
95 A
Trip
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
200 A
--20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
Circuit Description
LIGHTING CORR. EAST WING
LIGHTING CORR. 2ND FLOOR EAST WING
LIGHTING CORR. 3RD FLOOR EAST WING
STAIRS LIGHTING
2ND FLOOR FIRE DAMPERS
2ND FLOOR FIRE DAMPERS
FACP *
FA POWER EXTENDER PANELS *
PANEL IT1
--EXTERIOR LIGHTING
EXTERIOR LIGHTING
EXTERIOR LIGHTING
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
1
Poles
1
3
--1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Trip
20 A
20 A
--20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
Circuit Description
FCU-001, FCU-006, FCU-009
DOAU-2
--SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
P
D
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
GARY W.
JAMES
16166
OK
L A H O MA
Legend:
Connected Load
13338 VA
1680 VA
1000 VA
36600 VA
Demand Factor
125.00%
100.00%
100.00%
63.66%
Estimated Demand
16673 VA
1680 VA
1000 VA
23300 VA
Panel Totals
Total Conn. Load:
Total Est. Demand:
Total Conn.:
Total Est. Demand:
Load Classification
Power
Connected Load
7415 VA
Demand Factor
100.00%
Estimated Demand
7415 VA
Panel Totals
Total Conn. Load:
Total Est. Demand:
Total Conn.:
Total Est. Demand:
52618 VA
42653 VA
146 A
118 A
Notes:
*. PROVIDE RED LABELED NON-PAD LOCKABLE LOCK-ON DEVICE FOR FACP CCT BREAKER.
7415 VA
7415 VA
21 A
21 A
Notes:
C
C
Branch Panel: 0PE1
Location:
Supply From:
Mounting:
Enclosure:
Volts: 120/208 Wye
Phases: 3
Wires: 4
CORR.-9 014B-9
MSB
SURFACE
NEMA 1
A.I.C. Rating:
Mains Type:
Mains Rating:
MCB Rating:
10000
MCB
225 A
225 A
Notes:
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
B
Circuit Description
UH-013, UH-014, UH-015, UH-016
DOAU-3
--LIGHTING ROOM H015C, 012D
BASEMENT LIGHTING
BASEMENT LIGHTING
LIGHTING LAUNDRY 020C
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
Trip Poles
A
20 A
1
336 VA
700 VA
20 A
3
----721 VA
901 VA
20 A
1
20 A
1
20 A
1
1000 VA 1000 VA
20 A
1
20 A
1
20 A
1
0 VA
0 VA
20 A
1
20 A
1
20 A
1
0 VA
0 VA
20 A
1
20 A
1
20 A
1
0 VA
0 VA
20 A
1
20 A
1
20 A
1
0 VA
0 VA
SPARE
20 A
1
SPARE
20 A
1
4/15/2016 2:56:44 PM
Total Load:
Total...
4657 VA
39 A
B
C
721 VA
1000 VA
600 VA
901 VA
400 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
3621 VA
30 A
Poles
1
1
721 VA
901 VA
3
--1000 VA 1000 VA
1
1
1
0 VA
0 VA
1
1
1
0 VA
0 VA
1
1
1
0 VA
0 VA
1
1
1
0 VA
0 VA
1
1
1
0 VA
0 VA
1
3621 VA
30 A
Trip
20 A
20 A
20 A
--20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
Circuit Description
FCU-002, FCU-003, FCU-010
HVAC CONTROL PANEL - DOAU-3
EF-2
--BASEMENT LIGHTING
POWER BIKE SHOP 018F
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
20 A SPARE
20 A SPARE
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
B
REVISION HISTORY:
Legend:
Load Classification
Power
LIGHTING
Edmond, Oklahoma
Load Classification
LIGHTING
Other
Power
Receptacle
Trip
Poles
A
B
C
20 A
1
252 VA 480 VA
20 A
1
1000... 1561...
20 A
1
1000... 1561...
20 A
1
0 VA 1561...
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
20 A
1
0 VA
0 VA
2293 VA
2561 VA
2561 VA
Total Load:
19 A
22 A
22 A
Total Amps:
University of Central Oklahoma
Murdaugh Hall Renovation
Legend:
Circuit Description
UH-007, UH-009, UH-010
HVAC CONTROL PANEL - DOAU-2
BASEMENT LIGHTING
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
G INEER
Trip
Poles
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
20 A
1
Total Load:
Total Amps:
F E S S I O NA
EN
Circuit Description
BASEMENT EMERGENCY LIGHTING
LIGHTING CORR. WEST WING
LIGHTING CORR. 2ND FLOOR WEST WING
LIGHTING CORR. 3RD FLOOR WEST WING
FIRST FLOOR FIRE DAMPERS
FIRST FLOOR FIRE DAMPERS
3RD FLOOR FIRE DAMPERS
3RD FLOOR FIRE DAMPERS
LIGHTING CORR.-BASEMENT
CORRIDOR LIGHTING
LIGHTING LOUNGE 130
FA POWER EXTENDER PANEL *
EXTERIOR LIGHTING
EXTERIOR LIGHTING
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
RO
L
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
Volts: 120/208 Wye
Phases: 3
Wires: 4
MAINTENANCE SHOP-5 012-5
MSB
SURFACE
NEMA 1
L IC E NS E D
Notes:
D
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
Branch Panel: 0PE2
Connected Load
10900 VA
1000 VA
Demand Factor
100.00%
125.00%
Estimated Demand
10900 VA
1250 VA
Panel Totals
Total Conn. Load:
Total Est. Demand:
Total Conn.:
Total Est. Demand:
11900 VA
12150 VA
33 A
34 A
Notes:
1
ADDENDUM 002
4/18/16
DESCRIPTION
DATE
PROJECT INFORMATION:
DESIGNED BY:
FS/MBK
DRAWN BY:
MBK
REVIEWED BY:
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
JTL
A
A
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
PANEL SCHEDULES
ISSUE DATE:
03/30/16
SHEET NUMBER:
EP702
1
2
3
4
5
1
3
2
5
4
Frankfurt Short Bruza
Architects Engineers Planners
Branch Panel: 0PE3
Volts: 120/208 Wye
Phases: 3
Wires: 4
A.I.C. Rating:
Mains Type:
Mains Rating:
MCB Rating:
5801 Broadway Ext., Suite 500
Oklahoma City, Oklahoma 73118
Telephone 405 840 2931
Facsimile 405 842 7750
www.fsb-ae.com
22000
MCB
225 A
225 A
Notes:
A
WASHER
WASHER
WASHER
WASHER
WASHER
WASHER
SPARE
SPARE
SPARE
SPARE
SPACE WITH PROVISIONS
SPACE WITH PROVISIONS
1150 VA
1150 VA
1150 VA
1150 VA
0 VA
0 VA
0 VA
0 VA
4600 VA
38 A
Poles
1
1
1150 VA 1150 VA
1
1
1
1150 VA 1150 VA
1
1
1
0 VA
0 VA
1
1
1
0 VA
0 VA
1
4600 VA
38 A
Trip
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
Circuit Description
DRYER
DRYER
DRYER
DRYER
DRYER
WASHER
WASHER
SPARE
SPARE
SPARE
SPARE
SPARE
CKT
2
4
6
8
10
12
14
16
18
20
22
24
D
RO
F E S S I O NA
GARY W.
JAMES
16166
OK
G INEER
Trip Poles
20 A
1
1150 VA 1150 VA
20 A
1
20 A
1
20 A
1
1150 VA 1150 VA
20 A
1
20 A
1
20 A
1
0 VA
1150 VA
20 A
1
20 A
1
20 A
1
0 VA
0 VA
----5750 VA
Total Load:
48 A
Total...
EN
D
Circuit Description
C
L
CKT
1
3
5
7
9
11
13
15
17
19
21
23
B
P
TORNADO SHELTER-16 017-16
MSB
SURFACE
NEMA 1
L IC E NS E D
Location:
Supply From:
Mounting:
Enclosure:
L A H O MA
Legend:
Load Classification
Power
Connected Load
14950 VA
Demand Factor
100.00%
Estimated Demand
14950 VA
Panel Totals
Total Conn. Load:
Total Est. Demand:
Total Conn.:
Total Est. Demand:
14950 VA
14950 VA
41 A
41 A
C
Branch Panel: 1PW1
Location:
Supply From:
Mounting:
Enclosure:
Branch Panel: 1PE1
Volts: 120/208 Wye
Phases: 3
Wires: 4
STORAGE-16
001B-16
WEST
CORRIDOR
- FLR 1
MSB
RECESSED
SURFACE
NEMA 1
A.I.C. Rating:
Mains Type:
Mains Rating:
MCB Rating:
Location:
Supply From:
Mounting:
Enclosure:
22000
MCB
225 A
225 A
Notes:
4/15/2016 2:56:42 PM
B
1
A.I.C. Rating:
Mains Type:
Mains Rating:
MCB Rating:
22000
MCB
225 A
225 A
Notes:
A
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
Volts: 120/208 Wye
Phases: 3
Wires: 4
SpaceCORRIDOR
104
EAST
- FLR 1
MSB
RECESSED
SURFACE
NEMA 1
Circuit Description
POWER DORM 146
POWER DORM 146
POWER DORM 148
POWER DORM 148
POWER DORM 150
POWER DORM 150
POWER DORM 152
POWER DORM 152
POWER DORM 154
POWER DORM 154
POWER DORM 158
POWER DORM 158
POWER DORM 162
POWER DORM 162
POWER DORM 163
POWER DORM 163
POWER DORM 165
POWER DORM 165
LIGHTING DORM 154, 156, 158, 160
Trip Poles
20 A
1
1500 VA
20 A
1
20 A
1
20 A
1
720 VA
20 A
1
20 A
1
20 A
1
1500 VA
20 A
1
20 A
1
20 A
1
720 VA
20 A
1
20 A
1
20 A
1
1500 VA
20 A
1
20 A
1
20 A
1
720 VA
20 A
1
20 A
1
20 A
1
1172 VA
FCU-147, FCU-149, FCU-151
20 A
1
41
FCU-148, FCU-150, FCU-152
20 A
1
43
FCU-160, FCU-162, FCU-164
20 A
1
45
FCU-140, FCU-144
20 A
1
47
FCU-130A - GAME ROOM
20 A
1
49
LIGHTING CORR. 1ST FLOOR WEST WING
20 A
1
51
EF-1
20 A
3
53
--
--
--
55
--
--
--
57
RECEPTS. LOUNGE 130
20 A
1
59
RECEPTS. GAME ROOM 130A
20 A
1
61
RECEPTS. CORR. H169
20 A
1
63
LIGHTING LOUNGE 130
20 A
1
65
RECEPTS. MEN'S RR 161
20 A
1
67
EXTERIOR RECEPTACLE
20 A
1
69
SPARE
20 A
1
71
SPARE
20 A
1
73
SPARE
20 A
1
75
SPARE
20 A
1
77
SPARE
20 A
1
79
SPARE
20 A
1
81
SPARE
20 A
1
83
SPARE
20 A
1
Total Load:
Total...
B
C
1500 VA
720 VA
720 VA
1500 VA
1500 VA
1500 VA
720 VA
720 VA
720 VA
1500 VA
1500 VA
1500 VA
720 VA
720 VA
720 VA
1500 VA
1500 VA
1172 VA
720 VA
624 VA
576 VA
816 VA
384 VA
934 VA
640 VA
1500 VA
1500 VA
540 VA
720 VA
586 VA
180 VA
180 VA
360 VA
900 VA
360 VA
180 VA
192 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
1172 VA
1758 VA
793 VA
0 VA
1500 VA
720 VA
793 VA
180 VA
720 VA
1500 VA
960 VA
720 VA
1500 VA
720 VA
564 VA
793 VA
720 VA
1500 VA
576 VA
640 VA
1500 VA
720 VA
576 VA
576 VA
A
0 VA
0 VA
0 VA
21515 VA
179 A
0 VA
0 VA
0 VA
19842 VA
165 A
19999 VA
167 A
Poles
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Trip
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
Circuit Description
POWER DORM 145
POWER DORM 145
POWER DORM 147
POWER DORM 147
POWER DORM 149
POWER DORM 149
POWER DORM 151
POWER DORM 151
POWER DORM 156
POWER DORM 156
POWER DORM 160
POWER DORM 160
POWER DORM 164
POWER DORM 164
POWER DORM 166
POWER DORM 166
LIGHTING DORM 146, 148, 150, 152
LIGHTING DORM 145, 147, 149, 151
LIGHTING DORM 162, 163, 164, 165, 166
20 A FCU-145, FCU-146, FCU-H102A
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
Circuit Description
POWER DORM 101
POWER DORM 101
POWER DORM 103
POWER DORM 103
POWER DORM 105
POWER DORM 105
POWER DORM 107
POWER DORM 107
POWER DORM 109
POWER DORM 109
POWER DORM 113
POWER DORM 113
POWER DORM 117
POWER DORM 117
POWER DORM 120
POWER DORM 120
POWER DORM 122
POWER DORM 122
LIGHTING DORM 109, 111, 113, 115
Trip Poles
20 A
1
1500 VA
20 A
1
20 A
1
20 A
1
720 VA
20 A
1
20 A
1
20 A
1
1500 VA
20 A
1
20 A
1
20 A
1
720 VA
20 A
1
20 A
1
20 A
1
1500 VA
20 A
1
20 A
1
20 A
1
720 VA
20 A
1
20 A
1
20 A
1
1172 VA
FCU-124, FCU-126, FCU-128
20 A
1
20 A
1
1
20 A FCU-154-FCU-156, FCU-158
42
41
FCU-104, FCU-106, FCU-108
1
20 A FCU-163, FCU-165, FCU-166, FCU-H102B
44
43
FCU-103, FCU-105, FCU-107
20 A
1
1
20 A FCU-141, FCU-143
46
45
FCU-115, FCU-117, FCU-119
20 A
1
1
20 A LIGHTING MENS RESTROOM161
48
47
LIGHTING RESTROOM 118
20 A
1
1
20 A LIGHTING CORR. 1ST FLOOR WEST WING
50
49
LIGHTING CORR. 1ST FLOOR EAST WING
20 A
1
1
20 A POWER DORM 141A, 143
52
51
ROOM 012A
20 A
1
1
20 A POWER DORM 141A, 143
54
53
RECEPTS. LOUNGE 130
20 A
1
1
20 A POWER DORM 141A, 143
56
55
RECEPTS. GAME ROOM 130A
20 A
1
1
20 A LIGHTING DORM 141A, 143
58
57
RECEPTS. GAME ROOM 130A
20 A
1
1
20 A DIGITAL SIGN
60
59
RECEPTS. CORR. H101
20 A
1
1
20 A DIGITAL SIGN
62
61
LIGHTING LOUNGE 130
20 A
1
1
20 A RECEPTS. CORR. H169
64
63
POWER GAME ROOM 130A
20 A
1
1
20 A POWER
66
65
RECEPTS.
20 A
1
1
20 A SPARE
68
67
POWER
20 A
1
1
20 A SPARE
70
69
SPARE
20 A
1
1
20 A SPARE
72
71
SPARE
20 A
1
1
20 A SPARE
74
73
SPARE
20 A
1
1
20 A SPARE
76
75
SPARE
20 A
1
1
20 A SPARE
78
77
SPARE
20 A
1
1
20 A SPARE
80
79
SPARE
20 A
1
1
20 A SPARE
82
81
SPARE
20 A
1
1
20 A SPARE
84
83
SPARE
20 A
1
Total Load:
Total...
Legend:
B
C
1500 VA
720 VA
720 VA
1500 VA
1500 VA
720 VA
720 VA
1500 VA
1500 VA
720 VA
720 VA
1500 VA
1500 VA
720 VA
1172 VA
720 VA
1500 VA
1500 VA
1500 VA
720 VA
720 VA
720 VA
1500 VA
1500 VA
1500 VA
720 VA
720 VA
720 VA
1500 VA
1172 VA
1758 VA
360 VA
384 VA
576 VA
576 VA
576 VA
576 VA
816 VA
934 VA
640 VA
1500 VA
720 VA
1500 VA
360 VA
360 VA
360 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
180 VA
0 VA
0 VA
0 VA
540 VA
180 VA
400 VA
192 VA
1500 VA
540 VA
360 VA
900 VA
640 VA
900 VA
586 VA
180 VA
624 VA
0 VA
0 VA
0 VA
20934 VA
175 A
0 VA
19834 VA
165 A
0 VA
0 VA
20206 VA
169 A
Poles
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Trip
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
Circuit Description
POWER DORM 102
POWER DORM 102
POWER DORM 104
POWER DORM 104
POWER DORM 106
POWER DORM 106
POWER DORM 108
POWER DORM 108
POWER DORM 111
POWER DORM 111
POWER DORM 115
POWER DORM 115
POWER DORM 119
POWER DORM 119
POWER DORM 121
POWER DORM 121
LIGHTING DORM 102, 104, 106, 108
LIGHTING DORM 101, 103, 105, 107
LIGHTING DORM 119, 120, 121, 122
20 A FCU-123, FCU-123A
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
20 A FCU-101, FCU-102, FCU-H101A
42
1
20 A FCU-109, FCU-111, FCU-113
44
1
20 A FCU-120, FCU-121, FCU-122, FCU-H101B
46
1
20 A LIGHTING CORR. 1ST FLOOR EAST WING
48
1
20 A POWER GAME ROOM 130A
50
1
20 A POWER DORM 123, 123A
52
1
20 A POWER DORM 123, 123A
54
1
20 A POWER DORM 123, 123A
56
1
20 A POWER DORM 124
58
1
20 A POWER DORM 124
60
1
20 A DIGITAL SIGN
62
1
20 A DIGITAL SIGN
64
1
20 A RECEPTS. MEN'S RR 118
66
1
20 A SPARE
68
1
20 A SPARE
70
1
20 A SPARE
72
1
20 A SPARE
74
1
20 A SPARE
76
1
20 A SPARE
78
1
20 A SPARE
80
1
20 A SPARE
82
1
20 A SPARE
84
B
Edmond, Oklahoma
C
University of Central Oklahoma
Murdaugh Hall Renovation
Notes:
REVISION HISTORY:
1
ADDENDUM 002
4/18/16
DESCRIPTION
DATE
Legend:
PROJECT INFORMATION:
C:\Users\mxk\Documents\My Revit\41700_Elec_mxk.rvt
Load Classification
Power
Receptacle
RECEPTS.
LIGHTING
A
Connected Load
42582 VA
12780 VA
2880 VA
3137 VA
Demand Factor
100.00%
89.12%
100.00%
125.00%
Estimated Demand
42582 VA
11390 VA
2880 VA
3921 VA
Panel Totals
Total Conn. Load:
Total Est. Demand:
Total Conn.:
Total Est. Demand:
Load Classification
Power
Receptacle
RECEPTS.
LIGHTING
61379 VA
60773 VA
170 A
169 A
Notes:
Connected Load
37040 VA
17820 VA
2700 VA
3437 VA
Demand Factor
100.00%
78.06%
100.00%
125.00%
Estimated Demand
37040 VA
13910 VA
2700 VA
4296 VA
DESIGNED BY:
Panel Totals
Total Conn. Load:
Total Est. Demand:
Total Conn.:
Total Est. Demand:
FS/MBK
60997 VA
57946 VA
169 A
161 A
DRAWN BY:
MBK
REVIEWED BY:
JTL
A
Notes:
PROJECT MANAGER:
TJC
PROJECT NUMBER:
20141700
SHEET TITLE:
PANEL SCHEDULES
ISSUE DATE:
03/30/16
SHEET NUMBER:
EP703
1
2
3
4
5