G-051 CD/BID SUBMISSION 03/02/2016 PARKDALE HIGH

Transcription

G-051 CD/BID SUBMISSION 03/02/2016 PARKDALE HIGH
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Architecture
Planning
Interior Design
CD/BID SUBMISSION 03/02/2016
PARKDALE HIGH SCHOOL
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
6001 GOOD LUCK ROAD
RIVERDALE, MD
N
N
PRINCE GEORGE'S COUNTY PUBLIC SCHOOLS
DEPARTMENT OF CAPITAL PROGRAMS
M
P
M
SUPERINTENDENT OF SCHOOLS
Dr. KEVIN M. MAXWELL, PGCPS, CEO
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
License #7545
MILITARY SCIENCE
SCOPE:
A.
This project consists of the demolition and renovation of approximately 2,300 SF of building area as shown on the contract
documents. The project is Parkdale High School in Prince George County Maryland and is located at 6001 Good Luck
Road, Riverdale, MD 20737.
B.
Parkdale High School renovation includes modifications to a number of rooms to accommodate one Academy:
1.
Military Science
C.
An Educational Specification was developed for each Academy, and together with Prince George’s County Public Schools
administration and local Principals, rooms were identified in a 2013 Master Plan as being suitable to teach the educational
program for each Academy. The Schematic Design included in this report illustrates the work proposed to each of the
rooms to be modified as well as a small addition. The work originally identified was budgeted based on:
1.
Maintenance work
2.
Minimal Renovation
3.
Major Renovation
4.
New Construction
D.
The work in most of the rooms used for Global Studies involves only “Minimal Renovation” including adding new smartboards
with power and data, new tackboards and whiteboards, new casework, paint walls, and a new door between classrooms.
1.
Room 5
2.
Room 7
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE
SPRINKLERED:
Y
TOTAL RENOVATED AREA:
2,008 S.F.
D
G-051
G-052
G-054
TITLE SHEET
GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
KEY PLAN
D-151
D-251
D-451
DEMOLITION FLOOR PLAN - 1ST FLOOR
DEMOLITION RCP - 1ST FLOOR
DEMOLITION INTERIOR ELEVATIONS - 1ST FLOOR
A-151
A-251
A-451
A-650
NEW WORK FLOOR PLAN - 1ST FLOOR
NEW WORK RCP - 1ST FLOOR
NEW WORK INTERIOR ELEVATIONS - 1ST FLOOR
MISCELLANEOUS DETAILS
M-051
MD-151
M-151
M-651
MECHANICAL LEGENDS, ABBREVIATIONS AND NOTES
MECHANICAL DUCTWORK DEMOLITION PLAN - 1ST FLOOR
MECHANICAL DUCTWORK PLAN - 1ST FLOOR
MECHANICAL SCHEDULE
P051
PD150
PLUMBING LEGENDS, ABBREVIATIONS AND NOTES
PLUMBING DEMOLITION 1ST FLOOR
E-051
E-052
E-054
ED-251
E-151
E-251
E-651
E-751
ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES
ELECTRICAL SPECIFICATIONS
KEY PLAN & PARTIAL POWER RISER DIAGRAM
ELECTRICAL LIGHTING DEMOLITION PLAN - 1ST FLOOR
ELECTRICAL POWER PLAN - 1ST FLOOR
ELECTRICAL LIGHTING PLAN - 1ST FLOOR
ELECTRICAL SCHEDULES
ELECTRICAL DETAILS
C
G
F
EXISTING
BUILDING
D
2ND FLOOR
KEY PLAN
No.
Description
CD/BID SUBMISSION
PROJECT TEAM
B
H
NORTH
PARKDALE HIGH SCHOOL
6001 GOOD LUCK ROAD
RIVERDALE, MD
ARCHITECT
The Lukmire Partnership
2700 South Quincy Street
Suite 300
Arlington, VA 22206
(T) 703-998-0101
J
E
1ST FLOOR
NORTH
Prince George's County Public Schools
DRAWING LIST
K
Date
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3/02/2016
MECHANICAL, PLUMBING, AND
ELECTRICAL ENGINEER
Setty & Associates, Ltd.
3040 Williams Drive
Suite 600
Fairfax, VA 22030
B
TITLE SHEET
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
6" = 1'-0"
AP Dwg. No.:
QC:
Project No.
A
13346.03
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G-051
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3/2/2016 10:55:59 PM
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VICINITY MAP
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Owner:
PROJECT DESCRIPTION
6001 Good Luck Road, Riverdale, MD
H
Project Title:
J
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
PRINCE GEORGE'S COUNTY BOARD OF EDUCATION
Segun C. Eubanks, Ed. D BOE Chair
Carolyn M. Boston
BOE Vice-Chair, District 6
Zabrina Epps, M.P.M.
District 1
Lupi Quinteros-Grady District 2
Dinora A. Hernandez, Esq. District 3
Patricia Eubanks
District 4
Verjeana M. Jacobs, Esq. District 5
K. Alexander Wallace District 7
Edward Burroughs III
District 8
Sonya Williams
District 9
Curtis Valentine, M.P.P.
Board Member Mary Kingston Roche Board Member
Beverly Anderson, Ph.D.
Board Member Ava Perry
Board Member
K
F
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
PARKDALE HIGH SCHOOL
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Expiration Date
March 16, 2016
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Architecture
Planning
Interior Design
GENERAL NOTES
CORR.
CT.
CTR
CTSK
D.O.
DBL
DET.
DIA
DIM
DN
DRN
DS.
DSP
DT
DWG
E
E.M.R.
EC
EF
EJ
EL
ELEC
EMER
ENC
EOS
EP
EQ
EQUIP.
ERD
EWC
EX
EXH
EXP
EXT
EXT.
F.A.
FACT
FB
FC
FD
FE
FEC
CORRIDOR
CERAMIC TILE
CENTER
COUNTERSUNK
DOOR OPENING
DOUBLE
DETAIL
DIAMETER
DIMENSION
DOWN
DRAIN
DOWNSPOUT
DRY STAND PIPE
DRAIN TILE
DRAWING
EAST
ELEVATOR MACHINE ROOM
EMPTY CONDUIT
EXHAUST FAN
EXPANSION JOINT
ELEVATION
ELECTRICAL
EMERGENCY
ENCLOSURE
EDGE OF SLAB
ELECTRICAL PANELBOARD
EQUAL
EQUIPMENT
EMERGENCY ROOF DRAIN
ELECTRIC WATER COOLER
EXISTING
EXHAUST
EXPANSION OR EXPOSED
EXTERIOR
EXISTING
FIRE ALARM
FACTORY
FLAT BAR
FLEXIBLE CONNECTION
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FHS
FIN
FLEX
FLG
FLR
FLUOR
FND
FR
FS
FSS
FT
FTG
FUT
GA
GALV
GB
GC
GI
GL
GND
GR
GWB
HB
HC
HDPE
HDW
HM
HOR (IZ)
HP
HPDL
HR
HT
HTG
HTR
HW
HWH
ID
INCL.
INS
INT
INV
FIRE HOSE CONNECTION
FINISH(ED)
FLEXIBLE
FLASHING
FLOOR(ING)
FLUORESCENT
FOUNDATION
FRAME(D) (ING)
FULL SIZE
FUSED SAFETY SWITCH
FOOT OR FEET
FOOTING
FUTURE
GUAGE
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
GALVANIZED IRON
GLASS OR GLAZING
GROUND
GRADE
GYPSUM WALL BOARD
HOSE BIB
HOLLOW CORE
HIGH DENSITY POLYETHLENE
HARDWARE
HOLLOW METAL
HORIZONTAL
HORSE POWER OR HIGH POINT
HIGH PRESSSURE DECORATIVE
LAMINATE
HOUR
HEIGHT
HEATING
HEATER
HOT WATER
HOT WATER HEATER
INSIDE DIAMETER
INCLUDE (D) (ING)
INSULATE (D) (ING)
INTERIOR
INVERT
STAGING PLAN
IPS
JB
JT/JNT
KO
L
L
LAV
LBL
LGSS (F)
LH
LHR
LIB
LL
LP
LT
M.O.
MAS
MAX
MB
MBD
MBR
MCB
MDF
MECH
MED
MEMB
MET
MIN
MISC
MNT
MOV
N
NFSS
NIC
NOM
NTS
OA
OC
OD
OFD
OFF
IRON PIPE SIZE
JUNCTION BOX
JOINT
KNOCK OUT
ANGLE
ANGLE
LAVATORY
LABEL
LIGHT GUAGE STRUCTURAL
STEEL (FRAMING)
LEFT HAND
LEFT HAND REVERSED
LIBRARY
LIVE LOAD
LOW POINT
LIGHT
MASONRY OPENING
MASONRY
MAXIMUM
MARKER BOARD
MANUAL BALANCED DAMPER
MEMBER
MAIN CIRCUIT BREAKER
MEDIUM DENSITY FIBERBOARD
MECHANICAL
MEDIUM
MEMBRANE
METAL
MINIMUM
MISCELLANEOUS
MOUNT(ED) (ING)
MOVABLE
NORTH
NON-FUSED SAFETY SWITCH
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
OVERALL
ON CENTER
OUTSIDE DIAMETER
OVERFLOW DRAIN
OFFICE
OPG
OPP
P.T.
PCC
PERIM
PTN
PVC
PWD
QT
RA
RAD
RB
RBR
REF
REFR
REINF
REM
REQ'D
RES
RET
REV
RFG
RH
RHR
RL
RM
RO
RS
S
S&V
SAT
SB
SC
SCHED
SCWD
SD
SECT
SH
SHT
SIM
SM
SPEC
OPENING
OPPOSITE
PRESSURE TREATED
PRECAST CONCRETE
PERIMETER
PARTITION
POLYVINYL CHLORIDE
PLYWOOD
QUARRY TILE
RETURN AIR
RADIUS
RUBBER BASE
RUBBER
REFERENCE
REFRIDGERATOR
REINFORCE (D) (ING)
REMOVE (D)
REQUIRED
RESILIENT
RETURN
REVISE (D) (ION) (S)
ROOFING
RIGHT HAND
RIGHT HAND REVERSED
ROOF LEADER
ROOM
ROUGH OPENING
RAPID START
SOUTH
STAINED & VARNISHED
SUSPENDED ACOUSTICAL TILE
SPLASHBLOCK
SEALED CONCRETE
SCHEDULE(D)
SOLID CORE WOOD DOOR
STORM DRAIN
SECTION
SHELF OR SHELVING
SHEET
SIMILAR
SHEET METAL
SPECIFICATION
MATERIALS KEY
SQ
SS
SSK
STD
STF
STL
STO
STR
SUSP
SYM
SYN
SYS
T&G
TB
TB
TEL
TF
THK
THR
THRU
TO
TOC
TOL
TOM
TOS
TOW
TPO
TS
TYP
UC
UCR
UF
UH
UNF
UR
W/
W/0
WB
WD
WH
WMPS
SQUARE
STAINLESS STEEL
SERVICE SINK
STANDARD
STEEL TROWEL FINISH
STEEL
STORAGE
STRUCTUR(E) (AL)
SUSPENDED
SYMMETRICAL
SYNTHETIC
SYSTEM
TONGUE AND GROOVE
TACKBOARD
TACK BOARD
TELEPHONE
THERMALLY FUSED
THICKNESS
THRESHOLD
THROUGH
TOP OF
TOP OF CURB
TOLERANCE
TOP OF MASONRY
TOP OF STEEL
TOP OF WALL
THERMOPLASTIC POLYOLEFIN
TACK STRIP
TYPICAL
UNDER COUNTER
UNDER COUNTER REFRIGERATOR
UNDER FLOOR
UNIT HEATER
UNFINISHED
URINAL
WITH
WITHOUT
WHITEBOARD
WOOD
WATER HEATER
WALL MOUNTED PROJECTION
SCREEN
SYMBOLS KEY
EARTH
ROOM NAME
101
RIGID INSULATION
H
POROUS FILL
ROOM TAG
ROOM NUMBER
POURED CONCRETE
FINISHED WOOD
G
DOOR NUMBER TAG
X
HGT
CEILING TYPE TAG
CEILING HEIGHT
GLASS TYPE TAG
X
PRECAST CONCRETE
BATT INSULATION
ALIGN FINISH FACE OF NEW
CONSTRUCTION WITH FACE OF
EXISTING WALL
A
CMU
0
ACOUSTIC TILE
F
CMU SOLID GROUT
GRID LINE
Name
Elevation
CERAMIC TILE
SIM
A101
GYPSUM BOARD LARGE
SCALE
1 Ref
Ref
E
1
BRICK
GLASS LARGE SCALE
ELEVATION REFERENCE
1 Ref
1
A101
METAL LARGE SCALE
1
A101
M
4.
ELEMENTS OF THE CONSTRUCTION MAY NOT BE SHOWN ON EVERY
DRAWING. DRAWINGS MAY SHOW DETAILS OR CONDITIONS ONLY ONCE.
CONTRACTOR IS TO ASSUME THAT THE DETAILS ARE TO BE FOLLOWED
WHEREVER A SIMILAR CONDITION OCCURS THROUGHOUT THE PROJECT.
5.
SOME DETAILS MAY ILLUSTRATE A TYPICAL CONDITION. WHERE
MINIMUM OR MAXIMUM DIMENSIONS ARE USED, THE INTENDED
RELATIONSHIP TO OTHER ELEMENTS MAY BE SHOWN ON RELATED
DRAWINGS. IF NOT, CONTRACTOR IS TO PROVIDE AS DIRECTED BY THE
ARCHITECT.
6.
WHERE PRODUCTS REQUIRE POWER, PLUMBING, OR ANY
SUPPORTING INFRASTRUCTURE, CONTRACTOR IS TO PROVIDE THE
APPROPRIATE SUPPORT INFRASTRUCTURE, WHETHER OR NOT IT APPEARS
ON ANY OTHER DRAWING.
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
License #7545
Expiration Date
March 16, 2016
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
8.
ALL DOORS REQUIRE HARDWARE, WHETHER SCHEDULED OR NOT.
CONTRACTOR IS TO ASSUME A BASIC HARDWARE SET SIMILAR TO OTHER
DOORS WITH THE SAME OPERATION, UNLESS OTHERWISE NOTED.
9.
CONTRACTOR IS TO PROVIDE A COMPLETE PROJECT FOLLOWING
REASONABLY ESTABLISHED CONSTRUCTION PRACTICES. WHERE
SOMETHING IS DRAWN BUT NOT SPECIFIED, OR VICE VERSA, CONTRACTOR
IS REQUIRED TO PROVIDE THE PRODUCT OR ITEM COMMENSURATE WITH
THE QUALITY OF THE REMAINDER OF THE PROJECT.
10.
THE CONTRACTOR SHALL CHECK AND COMPARE DRAWINGS
FURNISHED TO HIM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY
NOTIFY THE ARCHITECT OR CONTRACTING OFFICE OF ANY DISCREPANCIES.
THE CONTRACTOR SHALL VERIFY THE FIGURES BEFORE LAYING OUT THE
WORK AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE
BEEN AVOIDED THEREBY.
13.
EXISTING WORK WHICH HAS BEEN CUT, DAMAGED, OR ALTERED IN
ANY WAY DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR
REPLACED IN AN APPROVED MANNER TO MATCH EXISTING OR ADJOINING
WORK. ALL SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT
HIS EXPENSE AND SHALL BE AS DIRECTED.
14.
THE CONTRACTOR SHALL STORE MATERIAL IN THE AREA ASSIGNED
TO HIM (OR AS INDICATED IN THE DRAWINGS), AND SHALL BE RESPONSIBLE
FOR SAID MATERIAL.
SIM
PLYWOOD
J
H
G
F
NORTH
EXISTING
BUILDING
20.
PROTECT EXISTING WORK WHICH IS SCHEDULED TO REMAIN IN
PLACE. REPLACE/REPAIR WORK DAMAGED TO ITS ORIGINAL CONDITION AT
THE TIME OF AWARD OF THE CONTRACT.
D
K
E
18.
FIELD-VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO
FABRICATION OF ANY ITEMS.
19.
EXISTING BUILDING WILL BE OCCUPIED DURING WORK. WORK
UNDER THIS CONTRACT SHALL BE EXECUTED IN SUCH A MANNER AS TO
INTERFERE AS LITTLE AS POSSIBLE WITH NORMAL FUNCTIONING OF
EXISTING BUILDING. MAINTAIN ACCESS TO, AND LEGAL EGRESS FROM
EXISTING BUILDING.
DETAIL REFERENCE
L
7.
ALL OPENINGS IN EXISTING WALLS TYPICALLY REQUIRE STEEL,
MASONRY, OR CONCRETE LINTELS, WHETHER THEY ARE SHOWN OR NOT.
CONTRACTOR IS TO ASSUME A LINTEL AT EVERY OPENING.
17.
ALIGN PROPOSED WORK WITH EXISTING WORK, EXCEPT WHERE
OTHERWISE DIMENSIONED OR DETAILED.
Ref
MORTAR/GROUT
3.
WHERE CONFLICTS OF INFORMATION OCCUR, CONTRACTOR IS TO
ASSUME THAT HE WILL PROVIDE THE MOST EXPENSIVE SOLUTION OR
MATERIAL SHOWN. ITEMS ASSOCIATED OR CONNECTED WITH THIS
CONDITION OR MATERIAL ARE TO BE PROVIDED AT NO ADDITIONAL COST.
16.
WHERE PROPOSED WORK OCCURS IN AN EXISTING SPACE, ENTIRE
SURFACE ON WHICH SUCH WORK OCCURS SHALL BE REFINISHED.
SECTION REFERENCE
P
N
2.
THE GOAL OF THE PROJECT IS FOR THE CONTRACTOR TO PROVIDE A
COMPLETE NEW CONSTRUCTION PROJECT. ITEMS SHOWN ON ANY
DRAWINGS BY ANY DISCIPLINE ARE TO BE PROVIDED, EVEN IF THEY DO NOT
APPEAR ON EVERY DISCIPLINES' DRAWINGS.
15.
PROVIDE OPENINGS OF SUITABLE SIZE IN WALL, CEILING, AND
FLOORS FOR INSTALLATION OF STRUCTURAL, MECHANICAL, AND
ELECTRICAL ITEMS. UPON COMPLETION OF SUCH WORK CLOSE THESE
OPENINGS AND FINISH-AFFECTED SURFACES TO MATCH ADJACENT
SURFACES.
LEVEL DATUM
1
1.
DRAWINGS SHOW THE INTENT OF THE PROJECT AND IN MOST CASES
DETAIL A SPECIFIC SCOPE AS DESIRED BY THE OWNER. WHERE SPECIFIC
ITEMS ARE NOT DETAILED BUT ARE REFERRED TO ON ANY DRAWING, THE
CONTRACTOR IS TO ASSUME THAT THE ITEMS ARE TO BE PROVIDED TO
COMPLETE THE PROJECT AS THE DRAWINGS OUTLINE.
12.
NO UTILITY SERVICES SHALL BE INTERRUPTED BY THE CONTRACTOR
TO MAKE CONNECTIONS TO RELOCATE OR FOR ANY PURPOSE WITHOUT
APPROVAL OF CONTRACTING OFFICE. THE REQUEST FOR PERMISSION TO
SHUT DOWN SERVICES SHALL BE SUBMITTED IN WRITING TO THE
CONTRACTING OFFICE NOT LESS THAN FOURTEEN (14) DAYS PRIOR TO
DATE OF PROPOSED INTERRUPTION.
ROUGH WOOD
101
GENERAL CONSTRUCTION NOTES:
11.
DRAWINGS SHOWING LOCATION OF EQUIPMENT, PIPING, DUCTWORK,
ETC., ARE DIAGRAMMATIC AND JOB CONDITIONS SHALL NOT ALWAYS
PERMIT THEIR INSTALLATION IN THE LOCATION SHOWN. IN CASE OF A
CONFLICT, CONTACT THE ARCHITECT/PROJECT OFFICER AND AN
ALTERNATE LOCATION SHALL BE DETERMINED IN A JOINT CONFERENCE AT
NO ADDITIONAL COST TO THE GOVERNMENT.
WALL TYPE TAG
1i
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
Owner:
N
CENTERLINE
DIAMETER OR ROUND
#
POUND OR NUMBER
&
AND
(E)
EXISTING
@
AT
A/C
AIR CONDITIONING
ACT
ACOUSTICAL CEILING TILE
ADJ.
ADJUSTABLE
AED
AUTOMATIC EXTERNAL
DEFIBRILLATOR
AES
ARCHITECTURAL EXPOSED STEEL
AFF
ABOVE FINISHED FLOOR
ALUM
ALUMINUM
APPROX. APPROXIMATE
ARCH
ARCHITECTURAL
ASPH
ASPHALT
AVB
AIR VAPOR BARRIER
BD.
BOARD
BEJ
BUILDING EXPANSION JOINT
BLDG.
BUILDING
BLK.
BLOCK
BLKG.
BLOCKING
BM.
BEAM
BOT.
BOTTOM
BRG.
BEARING
C.B.
CATCH BASIN
C.G.
CORNER GUARD
C.J
CONTROL JOINT
CAB
CABINET
CB
CHALKBOARD
CEM
CEMENT
CFMF
COLD FORMED METAL FRAMING
CIP
CAST IN PLACE CONCRETE
CL.
CLOSET
CLR
CLEAR
CNTR
COUNTER
CONC
CONCRETE
CONN.
CONNECTION
CONSTR CONSTRUCTION
CONT
CONTINUOUS
CONTR. CONTRACTOR
16
PARKDALE HIGH SCHOOL
P
15
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
ABBREVIATIONS
14
Prince George's County Public Schools
4
6001 Good Luck Road, Riverdale, MD
3
Project Title:
2
1
D
21.
PROVIDE ADEQUATE SUPPORT TO STRUCTURAL, MECHANICAL,
ELECTRICAL, AND OTHER BUILDING ELEMENTS WHICH ARE NOT
SCHEDULED TO BE REMOVED BUT ARE ATTACHED TO THE ITEMS BEING
DEMOLISHED UNDER THIS CONTRACT.
1ST FLOOR
2ND FLOOR
KEY PLAN
C
No.
AREA FOR CONTRACTORS
OFFICE
AREA FOR MATERIAL
STORAGE
AREA OF RENOVATION
LOADING AREA
Description
CD/BID SUBMISSION
Date
C
3/02/2016
B
GENERAL NOTES,
SYMBOLS, AND
ABBREVIATIONS
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
As indicated
AP Dwg. No.:
QC:
Project No.
A
13346.03
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12
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G-052
A
3/2/2016 10:56:00 PM
B
2
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Architecture
Planning
Interior Design
GENERAL NOTES
P
1. AS DESIRED BY THE OWNER. WHERE SPECIFIC ITEMS ARE NOT DETAILED BUT ARE REFERRED
TO ON ANY DRAWING, THE CONTRACTOR IS TO ASSUME THAT THE ITEMS ARE TO BE PROVIDED
TO COMPLETE THE PROJECT AS THE DRAWINGS OUTLINE.
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
2. THE GOAL OF THE PROJECT IS FOR THE CONTRACTOR TO PROVIDE A COMPLETE NEW
CONSTRUCTION PROJECT. ITEMS SHOWN ON ANY DRAWINGS, BY ANY DISCIPLINE, ARE TO BE
PROVIDED, EVEN IF THEY DO NOT APPEAR ON EVERY DISCIPLINES DRAWINGS.
3. WHERE CONFLICTS OF INFORMATION OCCUR, CONTRACTOR IS TO ASSUME THAT HE WILL
PROVIDE THE MOST EXPENSIVE SOLUTION OR MATERIAL SHOWN. ITEMS ASSOCIATED OR
CONNECTED WITH THIS CONDITION OR MATERIAL ARE TO BE PROVIDED AT NO ADDITIONAL COST.
N
P
N
4. ELEMENTS OF THE CONSTRUCTION MAY NOT BE SHOWN ON EVERY DRAWING. DRAWINGS MAY
SHOW DETAILS OR CONDITIONS ONLY ONCE. THE CONTRACTOR IS TO ASSUME THAT THE DETAILS
ARE TO BE FOLLOWED WHEREVER A SIMILAR CONDITION OCCURS THROUGHOUT THE PROJECT.
5. SOME DETAILS MAY ILLUSTRATE A TYPICAL CONDITION. WHERE MINIMUM OR MAXIMUM
DIMENSIONS ARE USED, THE INTENDED RELATIONSHIP TO OTHER ELEMENTS MAY BE SHOWN ON
RELATED DRAWINGS. IF NOT, CONTRACTOR IS TO FOLLOW INSTRUCTIONS BY THE ARCHITECT
6. WHERE PRODUCTS REQUIRE POWER, PLUMBING OR ANY SUPPORTING INFRASTRUCTURE (MEP,
IT, ETC), THE CONTRACTOR IS TO PROVIDE THE APPROPRIATE SUPPORTING INFRASTRUCTURE,
WHETHER OR NOT IT APPEARS ON ANY OTHER DRAWING.
M
M
7. ALL DOORS REQUIRE HARDWARE, WHETHER SCHEDULED OR NOT. CONTRACTOR IS TO ASSUME
A BASIC HARDWARE SET SIMILAR TO OTHER DOORS WITH THE SAME OPERATION, UNLESS
OTHERWISE NOTED
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
License #7545
8. CONTRACTOR IS TO PROVIDE A COMPLETE PROJECT FOLLOWING REASONABLY ESTABLISHED
CONSTRUCTION PRACTICES. WHERE SOMETHING IS DRAWN BUT NOT SPECIFIED, OR VICE VERSA,
CONTRACTOR IS REQUIRED TO PROVIDE THE PRODUCT OR ITEM COMMENSURATE WITH THE
QUALITY OF THE REMAINDER OF THE PROJECT.
L
Expiration Date
March 16, 2016
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
9. THE CONTRACTOR SHALL CHECK AND COMPARE DRAWINGS FURNISHED TO HIM IMMEDIATELY
UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE
CONTRACTOR SHALL VERIFY THE FIGURES BEFORE LAYING OUT THE WORK AND WILL BE
RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY.
L
K
Prince George's County Public Schools
10. DRAWINGS SHOWING LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC ARE DIAGRAMMATIC
AND JOB CONDITIONS SHALL NOT ALWAYS PERMIT THEIR INSTALLATION IN THE LOCATION
SHOWN.
J
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
12. EXISTING WORK WHICH HAS BEEN CUT, DAMAGED OR ALTERED IN ANY WAY DURING
CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED IN AN APPROVED MANNER TO
MATCH EXISTING OR ADJOINING WORK. ALL SUCH WORK SHALL BE PERFORMED BY THE
CONTRACTOR AT HIS EXPENSE AND AS DIRECTED BY THE ARCHITECT.
13. THE CONTRACTOR SHALL STORE MATERIAL IN THE AREA ASSIGNED TO HIM, OR AS INDICATED
IN THE DRAWINGS, AND SHALL BE RESPONSIBLE FOR SAID MATERIAL.
14. PROVIDE OPENINGS OF SUITABLE SIZE IN WALL, CEILING AND FLOORS FOR INSTALLATION OF
STRUCTURAL, MECHANICAL AND ELECTRICAL ITEMS. UPON COMPLETION OF SUCH WORK CLOSE
THESE OPENINGS AND FINISH AFFECTED SURFACES TO MATCH ADJACENT SURFACES.
H
15. WHERE PROPOSED WORK OCCURS IN AN EXISTING SPACE, THE ENTIRE SURFACE UPON
WHICH SUCH WORK OCCURS SHALL BE REFINISHED. ALIGN PROPOSED WORK WITH EXISTING
WORK, EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED.
16. FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION OF ANY ITEMS.
17. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE
AND REPORT ALL DISCREPANCIES TO THE ARCHITECT.
MILITARY SCIENCE (MS)
ACADEMY
ENLARGED PLAN
SEE 1 / D-151
AND 1 / A-151
G
18. WHERE A PARTICULAR ROOM OR AREA IS INDICATED ON SEVERAL DRAWINGS, REFER TO ALL
SUCH DRAWINGS IN LAYING OUT AND CONSTRUCTING THE REQUIRED WORK. REFER TO LARGE
SCALE DRAWINGS FOR ADDITIONAL DETAILED INFORMATION AND DIMENSIONS BEFORE LAYING
OUT OR CONSTRUCTING WORK IN ANY AREA.
19. REFER TO PLUMBING, MECHANICAL, ELECTRICAL, CASEWORK, FURNISHING AND SPRINKLER
DRAWINGS BEFORE LAYOUT OR CONSTRUCTION OF WORK IN ANY ROOM OR AREA. CONTRACTOR
SHALL CHECK PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT REQUIRING
CONCRETE BASES AND SHALL PROVIDE THE SAME. WHERE DUCTWORK AND PLUMBING
INTERSECT, CONTRACTOR SHALL VERIFY AND ESTABLISH ALL CLEARANCES REQUIRED FOR EACH
TRADE.
F
PARKDALE HIGH SCHOOL
12. NO UTILITY SERVICES SHALL BE INTERRUPTED BY THE CONTRACTOR TO MAKE
CONNECTIONS, TO RELOCATE OR FOR ANY OTHER PURPOSE WITHOUT APPROVAL OF THE
ARCHITECT/OWNER. THE REQUEST FOR PERMISSION TO SHUT DOWN SERVICES SHALL BE
SUBMITTED IN WRITING TO THE ARCHITECT/OWNER NOT LESS THAN FOURTEEN (14) DAYS PRIOR
TO THE DATE OF PROPOSED INTERRUPTION.
6001 Good Luck Road, Riverdale, MD
11. IN CASE OF A CONFLICT, CONTACT THE ARCHITECT AND AWAIT FURTHER INSTRUCTION.
21. ANY ELECTRICAL PANELS, CONDUITS, OUTLET BOXES, PIPE CHASES AND OTHER SUCH BUILTIN ITEMS WHICH OCCUR WITHIN A FIRE RATED WALL SHALL BE INSTALLED IN SUCH A MANNER
WITHIN THE WALL THAT THE FIRE RATING OF THE WALL IS PRESERVED.
22. EQUIPMENT, FURNISHINGS AND OTHER ITEMS MARKED N.I.C. ARE TO BE FURNISHED AND
INSTALLED BY THE OWNER/USING AGENCY. EQUIPMENT, FURNISHINGS AND OTHER ITEMS MARKED
O.P.C.I. ARE TO BE FURNISHED BY THE OWNER/USING AGENCY AND INSTALLED BY THE
CONTRACTOR. ALL OTHER EQUIPMENT, FURNISHINGS AND OTHER ITEMS NOT SPECIFICALLY
MARKED ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
E
H
G
F
E
NORTH
23. SECTIONS ARE DRAWN TO SHOW VARIOUS TYPICAL CONDITIONS; SEE PLANS AND
ELEVATIONS FOR THE EXTENT OF THE WORK. THE SECTION REFERENCES SHOWN ON THE PLANS
AND ELEVATIONS SHOW ONLY THE LOCATION WHERE THE SECTION DRAWINGS WERE TAKEN;
THEY DO NOT INDICATE THE EXTENT OF THE WORK. PORTIONS OF THE BUILDING SECTIONS ARE
DRAWN AT A LARGER SCALE AS WALL SECTIONS, INTERIOR ELEVATIONS AND MISCELLANEOUS
DETAILS. THESE LARGE SCALE DETAILS ARE TYPICAL AND ARE APPLICABLE TO ALL THE WORK
INDICATED OR REQUIRED.
D
J
Owner:
Project Title:
20. RATED PARTITIONS AND WALLS EXTENDING TO THE STRUCTURAL SLAB OR DECK SHALL BE
BUILT TIGHTLY AROUND WORK THAT PENETRATES THE PARTITIONS OR WALLS TO PRESERVE
THE INTEGRITY OF THE REQUIRED FIRE, SMOKE OR STC RATING.
K
EXISTING
BUILDING
D
24. WHERE THERE IS A CHANGE IN THE FLOORING BETWEEN ROOMS THAT SHARE A COMMON
DOOR THE CHANGE SHALL OCCUR AT THE DOOR SIDE OF THE FRAME STOP UNLESS OTHERWISE
INDICATED.
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL BLOCKING IN WALLS TO
ACCOMMODATE CASEWORK, MILLWORK, MARKER & TACK BOARDS, ETC.
1ST FLOOR
KEY PLAN
26. ALL FLAGS, PENCIL SHARPENERS ETC. REMOVED DURING DEMOLITION TO BE REPLACED WITH
NEW. TYPICAL ALL ROOMS.
C
2ND FLOOR
No.
Description
CD/BID SUBMISSION
Date
C
3/02/2016
B
KEY PLAN - 1ST FLOOR
1
G-054
2
1/32" = 1'-0"
G-054
KEY PLAN
KEY PLAN - 2ND FLOOR - NO WORK
1/32" = 1'-0"
0'
16'
32' 48'
SCALE: 1/32" = 1'-0"
A
64'
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
As indicated
AP Dwg. No.:
QC:
Project No.
13346.03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
G-054
A
3/2/2016 10:56:01 PM
B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
DEMOLITION KEY NOTES
Number
1
EXISTING CEILING SYSTEM TO BE REMOVED AND DISCARDED IN ITS ENTIRETY.
EXISTING CEILING ACCESSORIES TO BE ADJUSTED TO ACCOMODATE NEW CEILING
SYSTEM. REFER TO MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
EXISTING 1x4 LIGHT FIXTURES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
REMOVE EXISTING DIFFUSERS AND REPLACE AS REQUIRED TO INCREASE AIRFLOW.
REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
EXISTING CASEWORK TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. PATCH AND
REPAIR WALL AS REQUIRED FOLLOWING REMOVAL
EXISTING WALL MOUNTED BOARDS (MARKER BOARDS, CHALK BOARDS, TACK
BOARDS) TO BE REMOVED AND DISCARDED
REMOVE EXISTING ASBESTOS FLOOR FINISH PER HAZMAT REQUIREMENTS. GRIND
DOWN ROUGH CONCRETE, FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF
NEW FLOOR FINISH.
EXISTING SINK AND ALL ASSOCIATED PLUMBING ACCESSORIES TO BE REMOVED AND
DISCARDED IN THEIR ENTIRETY. SEE PLUMBING FOR ADDITIONAL INFORMATION
EXISTING WALL MOUNTED PROJECTOR SCREEN TO BE REMOVED AND DISCARDED IN
ITS ENTIRETY
PORTION OF EXISTING WALL TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW
DOOR. REFER TO NEW WORK DRAWINGS FOR SIZE AND LOCATION
REMOVE EXISTING FLOOR DRAIN AND BRANCH PIPING. SEE PLUMBING DRAWINGS.
GRIND DOWN ROUGH CONCRETE. FLASH-PATCH AREA TO PREPARE FOR
INSTALLATION OF NEW FLOOR FINISH
2
N
3
50
51
53
M
54
55
56
57
T
L
D50
D51
D50
Demolition Note
P
N
M
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
License #7545
Expiration Date
March 16, 2016
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
D51
L
D50
K
Prince George's County Public Schools
D50
D50
FA
ROTC
D54
5
1
4
D-451 2
3
D50
J
D51
G
STORAGE 5S NIC
P P
D53
D50
D51
D55
D51
D55
D56
EXTERIOR
COURTYARD NIC
P P
Project Title:
F
STORAGE 7S NIC
D50
J
D53
J
H
G
F
Owner:
H
6001 Good Luck Road, Riverdale, MD
D57
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
S
D54
PARKDALE HIGH SCHOOL
D50
K
D50
E
E
NORTH
EXISTING
BUILDING
7
D54
9
D
S
ROTC
EXTERIOR
COURTYARD NIC
D57
AREA
OF
NEW
WORK
12 D-451 10
D
D54
FA
11
1ST FLOOR
KEY PLAN
D50
D50
C
2ND FLOOR
No.
D50
Description
CD/BID SUBMISSION
Date
C
3/02/2016
D50
D50
D50
D51
DEMOLITION FLOOR
PLAN - 1ST FLOOR
1
D-151
A
DEMOLITION - 1ST FLOOR PLAN
1/4" = 1'-0"
0'
2'
4'
SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
8'
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
1/4" = 1'-0"
AP Dwg. No.:
QC:
Project No.
13346.03
D-151
A
3/2/2016 10:55:56 PM
B
T
B
D51
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
DEMOLITION KEY NOTES
Number
P
1
2
3
50
N
51
53
54
55
M
D3
D3
56
57
Demolition Note
EXISTING CEILING SYSTEM TO BE REMOVED AND DISCARDED IN ITS ENTIRETY.
EXISTING CEILING ACCESSORIES TO BE ADJUSTED TO ACCOMODATE NEW CEILING
SYSTEM. REFER TO MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
EXISTING 1x4 LIGHT FIXTURES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
REMOVE EXISTING DIFFUSERS AND REPLACE AS REQUIRED TO INCREASE AIRFLOW.
REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
EXISTING CASEWORK TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. PATCH AND
REPAIR WALL AS REQUIRED FOLLOWING REMOVAL
EXISTING WALL MOUNTED BOARDS (MARKER BOARDS, CHALK BOARDS, TACK
BOARDS) TO BE REMOVED AND DISCARDED
REMOVE EXISTING ASBESTOS FLOOR FINISH PER HAZMAT REQUIREMENTS. GRIND
DOWN ROUGH CONCRETE, FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF
NEW FLOOR FINISH.
EXISTING SINK AND ALL ASSOCIATED PLUMBING ACCESSORIES TO BE REMOVED AND
DISCARDED IN THEIR ENTIRETY. SEE PLUMBING FOR ADDITIONAL INFORMATION
EXISTING WALL MOUNTED PROJECTOR SCREEN TO BE REMOVED AND DISCARDED IN
ITS ENTIRETY
PORTION OF EXISTING WALL TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW
DOOR. REFER TO NEW WORK DRAWINGS FOR SIZE AND LOCATION
REMOVE EXISTING FLOOR DRAIN AND BRANCH PIPING. SEE PLUMBING DRAWINGS.
GRIND DOWN ROUGH CONCRETE. FLASH-PATCH AREA TO PREPARE FOR
INSTALLATION OF NEW FLOOR FINISH
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
N
M
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
License #7545
Expiration Date
March 16, 2016
L
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
ROTC
5
D2
S
1
9' - 0"
L
K
Prince George's County Public Schools
D1
1
D-451 2
3
D3
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
STORAGE 5S NIC
EXTERIOR
COURTYARD NIC
H
STORAGE 7S NIC
D3
G
D3
ROTC
6001 Good Luck Road, Riverdale, MD
D3
PARKDALE HIGH SCHOOL
4
7
S
1
9' - 0"
EXTERIOR
COURTYARD NIC
Project Title:
9
12 D-451 10
FA
11
J
H
G
F
Owner:
F
K
E
E
NORTH
EXISTING
BUILDING
D2
D
AREA
OF
NEW
WORK
D1
1ST FLOOR
D
2ND FLOOR
KEY PLAN
C
No.
Description
CD/BID SUBMISSION
Date
C
3/02/2016
B
1
D-251
DEMOLITION RCP 1ST FLOOR
DEMOLITION - 1ST FLOOR RCP
1/4" = 1'-0"
A
0'
2'
4'
SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
8'
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
1/4" = 1'-0"
AP Dwg. No.:
QC:
Project No.
13346.03
D-251
A
3/2/2016 10:55:57 PM
B
2
1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
DEMOLITION KEY NOTES
Number
P
1
2
3
D50
N
50
D51
D51
D51
51
53
D50
54
Level 1
0' - 0"
M
12
D-451
Level 1
0' - 0"
DEMOLITON - ROOM 7 - WEST INTERIOR
ELEVATION
11
1/4" = 1'-0"
D-451
55
DEMOLITON - ROOM 7 - SOUTH INTERIOR
ELEVATION
56
57
1/4" = 1'-0"
Demolition Note
EXISTING CEILING SYSTEM TO BE REMOVED AND DISCARDED IN ITS ENTIRETY.
EXISTING CEILING ACCESSORIES TO BE ADJUSTED TO ACCOMODATE NEW CEILING
SYSTEM. REFER TO MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
EXISTING 1x4 LIGHT FIXTURES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
REMOVE EXISTING DIFFUSERS AND REPLACE AS REQUIRED TO INCREASE AIRFLOW.
REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
EXISTING CASEWORK TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. PATCH AND
REPAIR WALL AS REQUIRED FOLLOWING REMOVAL
EXISTING WALL MOUNTED BOARDS (MARKER BOARDS, CHALK BOARDS, TACK
BOARDS) TO BE REMOVED AND DISCARDED
REMOVE EXISTING ASBESTOS FLOOR FINISH PER HAZMAT REQUIREMENTS. GRIND
DOWN ROUGH CONCRETE, FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF
NEW FLOOR FINISH.
EXISTING SINK AND ALL ASSOCIATED PLUMBING ACCESSORIES TO BE REMOVED AND
DISCARDED IN THEIR ENTIRETY. SEE PLUMBING FOR ADDITIONAL INFORMATION
EXISTING WALL MOUNTED PROJECTOR SCREEN TO BE REMOVED AND DISCARDED IN
ITS ENTIRETY
PORTION OF EXISTING WALL TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW
DOOR. REFER TO NEW WORK DRAWINGS FOR SIZE AND LOCATION
REMOVE EXISTING FLOOR DRAIN AND BRANCH PIPING. SEE PLUMBING DRAWINGS.
GRIND DOWN ROUGH CONCRETE. FLASH-PATCH AREA TO PREPARE FOR
INSTALLATION OF NEW FLOOR FINISH
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
N
M
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
License #7545
Expiration Date
March 16, 2016
L
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
L
D55
D50
K
D51
D54
D51
D51
D50
Prince George's County Public Schools
D50
Level 1
0' - 0"
9
1/4" = 1'-0"
D-451
DEMOLITON - ROOM 7 - NORTH INTERIOR
ELEVATION
1/4" = 1'-0"
H
D50
D55
D51
D51
D51
D51
D50
G
Level 1
0' - 0"
F
4
3
D-451
1/4" = 1'-0"
DEMOLITON - ROOM 5 - SOUTH INTERIOR
ELEVATION
1/4" = 1'-0"
J
H
G
F
Owner:
Project Title:
D-451
Level 1
0' - 0"
DEMOLITON - ROOM 5 - WEST INTERIOR
ELEVATION
PARKDALE HIGH SCHOOL
D-451
DEMOLITON - ROOM 7 - EAST INTERIOR
ELEVATION
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
10
Level 1
0' - 0"
6001 Good Luck Road, Riverdale, MD
D50
K
E
E
NORTH
EXISTING
BUILDING
D
D51
D50
D51
AREA
OF
NEW
WORK
D51
D
D50
D54
1ST FLOOR
D50
D50
Level 1
0' - 0"
2
D-451
KEY PLAN
Level 1
0' - 0"
DEMOLITON - ROOM 5 - EAST INTERIOR
ELEVATION
1
1/4" = 1'-0"
D-451
No.
DEMOLITON - ROOM 5 - NORTH INTERIOR
ELEVATION
Description
CD/BID SUBMISSION
Date
3/02/2016
1/4" = 1'-0"
B
DEMOLITION
INTERIOR
ELEVATIONS - 1ST
FLOOR
A
0'
2'
4'
SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
C
8
9
10
11
12
13
14
15
16
8'
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
1/4" = 1'-0"
AP Dwg. No.:
QC:
Project No.
13346.03
17
D-451
B
A
3/2/2016 10:55:59 PM
C
2ND FLOOR
6
7
8
9
10
11
12
13
DOOR SCHEDULE
DOOR NO.
5C
ROTC
5
TO ROOM
NAME
NO.
ROTC
7
TYPE
N
LEAFS
SS
WIDTH
3' - 0"
DOOR
HEIGHT
7' - 0"
THICKNESS
0' - 1 3/4"
MATL.
FIN.
WD
FRAME
MATL.
FIN.
TYPE
S&V
1
HM
PNT
DEPTH
HEAD
0' - 5 3/4"
JAMB
SILL
PTD. HOLLOW METAL FRAME - GROUT
SOLID
DOOR JAMB BEYOND
DOOR PANEL
ALIGN JOINT AT
CENTERLINE OF DOOR
RESILIENT - RESILIENT
PTD. HOLLOW METAL FRAME - GROUT
SOLID
NOTES:
1. ALL TRANSITIONS SHALL COMPLY WITH A.D.A. REQUIREMENTS.
2. VERTICAL LIPS SHALL NOT EXCEED 1/4".
3. CHAMFERED EDGES SHALL NOT EXCEED 1:2 SLOPE UP TO 1/2" VERTICAL
RISE.
4. FOR VERTICAL RISE EXCEEDING 1/2", SLOPES SHALL NOT EXCEED 1:12.
5. DOOR UNDERCUT SHALL NOT EXCEED 3/4".
DOOR PER SCHEDULE
PER SCHEDULE
M
DRDT-HM-CMU-BF-HEAD 4"
2
A-151
DRDT-HM-CMU-BF-JAMB
3
1 1/2" = 1'-0"
A-151
4
1 1/2" = 1'-0"
A-151
17
Architecture
Planning
Interior Design
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
0' - 2"
N
SHIM, BACKER ROD & SEALANT
16
PER SCHEDULE
0' 0'
- 8"
- 8"
CONCRETE SLAB
DOOR PER SCHEDULE
SEE SCHEDULE
COMMENTS
2/A-151 3/A-151 4/A-151
JAMB ANCHORS
0' - 0'
2"- 0 1/4"
N
FIRE
RATING
HDW
CMU WALL PER FLOOR PLANS
CMU BOND BEAM LINTEL
15
PER SCHEDULE
PER SCHEDULE
P
FROM ROOM
NAME
NO.
14
0' - 4"
5
PER SCHEDULE
4
0' - 8"
3
3' - 6"
2
1
0' - 2"
P
N
1
UNO
DOOR TYPES
FRAME TYPES
SCHEDULE OF GLASS TYPES
DOOR SCHEDULE NOTES:
G1
1/4" CLEAR TEMPERED GLASS
1. SEE SPECIFICATIONS FOR HARDWARE.
2. ALL GLASS IN INTERIOR DOORS TO BE G1.
3. PROVIDE SHADES ON ALL INTERIOR N DOORS UNLESS IN A CORRIDOR OR NOTED OTHERWISE. SEE SPEC.
4. MASONRY OPENING = 7'-4" HIGH.
TRANSITION DETAILS
M
3" = 1'-0"
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
CORRIDOR NIC
License #7545
Expiration Date
March 16, 2016
L
6' TB
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
8' TB
T
8' TB
3
10
6
Prince George's County Public Schools
K
MEN'S TOILET NIC
5A
31
10
8' TS
S
FA
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
SB
30
ROTC
31
5
1
4
2
A-451 2
TEACHER'S
LOUNGE NIC
8' TS
3
8' MB
P P
J
5B
5S
BAND ROOM NIC
7
STORAGE 5S NIC
5S
31
EXTERIOR
COURTYARD NIC
F
6' TB
6' TB
6' TB
6' TB
3
9
2' - 0"
31
STORAGE 7S NIC
7S
5C
7
7S
Project Title:
3
NEW WORK KEY NOTES
NOTE
DETAIL/FINISH
J
H
G
F
J
P P
NUMBER
K
Owner:
H
6001 Good Luck Road, Riverdale, MD
J
PARKDALE HIGH SCHOOL
8' MB
4
5
G
L
1
2
6
7B
E
8' TS
3
4
5
6
7
8' MB
4
SB
D
9
10
30
31
32
50
51
S
ROTC
EXTERIOR
COURTYARD NIC
7
9
12 A-451 10
11
FA
30
52
31
ROOM NIC
C
5
2
NEW CASEWORK
NEW STANDARD TEACHING WALL WITH SMARTBOARD, SHORT THROW
PROJECTOR, TWO WHITEBOARDS WITH TACKSTRIPS ABOVE
NEW TACKBOARD
NEW VCT FLOORING AND RUBBER BASE
NEW CASEWORK - TEACHER'S WARDROBE (LOCKABLE)
PATCH AND REPAINT ALL WALLS
NEW CASEWORK - LOCKABLE IT CLOSET WITH DUPLEX RECEPTABLE INSIDE
AS TEACHER'S CHARGING STATION
NEW SCWD AND HM FRAME
NEW CASEWORK
RELOCATE EXISTING SPEAKER AS REQUIRED, PATCH WALLS
RELOCATE EXISTING ELECTRICAL OUTLETS AS REQUIRED, PATCH WALLS
RELOCATE EXISTING CLOCK ABOVE DOOR
NEW SUSPENDED CEILING SYSTEM TO BE INSTALLED WITH NEW ACT
NEW LIGHT FIXTURES TO BE INSTALLED IN NEW SUSPENDED CEILING
SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
RELOCATE ALL EXISTING CEILING FIXTURES AS NECESSARY TO
ACCOMODATE NEW CEILING AND LIGHTING LAYOUT TYP. REFER TO
ELECTRICAL & MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
5 / A-650
E
4 / A-650
VCT-1 / RBR-1
3 / A-650
PNT-1
2 / A-650
NORTH
EXISTING
BUILDING
AREA
OF
NEW
WORK
1 / A-650
D
ACT-1
1ST FLOOR
2ND FLOOR
KEY PLAN
No.
Description
CD/BID SUBMISSION
8' TS
Date
C
3/02/2016
8' MB
10
Room Schedule MS
10
B
5
7
7A
T
3
ROOM NIC
31
8' TB
6' TB
8' TB
CORRIDOR NIC
A
1
A-151
1
ACT-1
PNT-1
RBR-1
SS-1
WD-1
VCT-1
NEW WORK - 1ST FLOOR PLAN
1/4" = 1'-0"
2
3
4
5
6
7
8
9
10
11
12
Room Name
ROTC
ROTC
Floor
Finish
VCT-1
VCT-1
Base
Finish
RBR-1
RBR-1
FINISH SCHEDULE
FINISH
LOCATION
ACOUSTICAL CEILNG TILE
PAINT
RUBBER BASE
SOLID SURFACE
WOOD VENEER
VINYL COMPOSITION TILE
13
14
Wall
Finish
PNT-1
PNT-1
Ceiling
Finish
Comments
B
ACT-1
ACT-1
NEW WORK FLOOR
PLAN - 1ST FLOOR
SPECIFICATION
0'
2'
4'
SCALE: 1/4" = 1'-0"
15
16
17
8'
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
As indicated
AP Dwg. No.:
QC:
Project No.
13346.03
A-151
A
3/2/2016 10:55:51 PM
Room Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
NEW WORK KEY NOTES
NUMBER
P
1
2
3
4
5
6
7
N
9
10
30
31
32
50
51
M
52
NOTE
DETAIL/FINISH
NEW CASEWORK
NEW STANDARD TEACHING WALL WITH SMARTBOARD, SHORT THROW
PROJECTOR, TWO WHITEBOARDS WITH TACKSTRIPS ABOVE
NEW TACKBOARD
NEW VCT FLOORING AND RUBBER BASE
NEW CASEWORK - TEACHER'S WARDROBE (LOCKABLE)
PATCH AND REPAINT ALL WALLS
NEW CASEWORK - LOCKABLE IT CLOSET WITH DUPLEX RECEPTABLE INSIDE
AS TEACHER'S CHARGING STATION
NEW SCWD AND HM FRAME
NEW CASEWORK
RELOCATE EXISTING SPEAKER AS REQUIRED, PATCH WALLS
RELOCATE EXISTING ELECTRICAL OUTLETS AS REQUIRED, PATCH WALLS
RELOCATE EXISTING CLOCK ABOVE DOOR
NEW SUSPENDED CEILING SYSTEM TO BE INSTALLED WITH NEW ACT
NEW LIGHT FIXTURES TO BE INSTALLED IN NEW SUSPENDED CEILING
SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
RELOCATE ALL EXISTING CEILING FIXTURES AS NECESSARY TO
ACCOMODATE NEW CEILING AND LIGHTING LAYOUT TYP. REFER TO
ELECTRICAL & MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
5 / A-650
4 / A-650
VCT-1 / RBR-1
3 / A-650
PNT-1
P
2 / A-650
N
1 / A-650
ACT-1
M
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
License #7545
Expiration Date
March 16, 2016
L
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
50
L
Prince George's County Public Schools
51
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
52
H
G
50
6001 Good Luck Road, Riverdale, MD
S
1
9' - 0"
PARKDALE HIGH SCHOOL
K
1
9' - 0"
H
G
F
E
S
E
J
Owner:
Project Title:
F
K
NORTH
51
EXISTING
BUILDING
52
AREA
OF
NEW
WORK
D
1ST FLOOR
D
2ND FLOOR
KEY PLAN
C
No.
Description
CD/BID SUBMISSION
Date
C
3/02/2016
B
NEW WORK RCP - 1ST
FLOOR
1
A
A-251
NEW WORK - 1ST FLOOR RCP
1/4" = 1'-0"
0'
2'
4'
SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
8'
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
1/4" = 1'-0"
AP Dwg. No.:
QC:
Project No.
13346.03
A-251
A
3/2/2016 10:55:52 PM
B
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
NEW WORK KEY NOTES
P
10
NUMBER
5
3
3
7' - 0"
3
1
2
3
4
5
6
7
31
N
3' - 4"
3' - 4"
Level 1
0' - 0"
3' - 4"
Level 1
0' - 0"
10' - 0"
NEW WORK - ROOM 7 - WEST
INTERIOR ELEVATION
12
A-451
NEW WORK - ROOM 7 - SOUTH INTERIOR
ELEVATION
11
1/4" = 1'-0"
A-451
1/4" = 1'-0"
M
30
7
52
2
5 / A-650
3 / A-650
PNT-1
N
2 / A-650
1 / A-650
ACT-1
M
License #7545
9
Expiration Date
March 16, 2016
Level 1
0' - 0"
3' - 4"
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
1/4" = 1'-0"
A-451
K
9
31
3' - 4"
3' - 4"
Level 1
0' - 0"
3' - 4"
3' - 4"
Level 1
0' - 0"
10' - 0"
H
NEW WORK - ROOM 5 - WEST INTERIOR
ELEVATION
4
A-451
NEW WORK - ROOM 5 - SOUTH INTERIOR
ELEVATION
3
1/4" = 1'-0"
1/4" = 1'-0"
A-451
30
G
2
3
3
3
31
6
31
Level 1
0' - 0"
2
A-451
NEW WORK - ROOM 5 - EAST INTERIOR
ELEVATION
NEW WORK - ROOM 5 - NORTH INTERIOR
ELEVATION
1
1/4" = 1'-0"
Project Title:
F
Level 1
0' - 0"
1/4" = 1'-0"
A-451
K
J
H
G
F
Owner:
J
7' - 0"
3
7' - 0"
3
6001 Good Luck Road, Riverdale, MD
7
PARKDALE HIGH SCHOOL
10
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
5
L
NEW WORK - ROOM 7 - NORTH INTERIOR
ELEVATION
9
1/4" = 1'-0"
P
4 / A-650
VCT-1 / RBR-1
3
6
NEW WORK - ROOM 7 - EAST INTERIOR
ELEVATION
A-451
NEW CASEWORK
NEW STANDARD TEACHING WALL WITH SMARTBOARD, SHORT THROW
PROJECTOR, TWO WHITEBOARDS WITH TACKSTRIPS ABOVE
NEW TACKBOARD
NEW VCT FLOORING AND RUBBER BASE
NEW CASEWORK - TEACHER'S WARDROBE (LOCKABLE)
PATCH AND REPAINT ALL WALLS
NEW CASEWORK - LOCKABLE IT CLOSET WITH DUPLEX RECEPTABLE INSIDE
AS TEACHER'S CHARGING STATION
NEW SCWD AND HM FRAME
NEW CASEWORK
RELOCATE EXISTING SPEAKER AS REQUIRED, PATCH WALLS
RELOCATE EXISTING ELECTRICAL OUTLETS AS REQUIRED, PATCH WALLS
RELOCATE EXISTING CLOCK ABOVE DOOR
NEW SUSPENDED CEILING SYSTEM TO BE INSTALLED WITH NEW ACT
NEW LIGHT FIXTURES TO BE INSTALLED IN NEW SUSPENDED CEILING
SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
RELOCATE ALL EXISTING CEILING FIXTURES AS NECESSARY TO
ACCOMODATE NEW CEILING AND LIGHTING LAYOUT TYP. REFER TO
ELECTRICAL & MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
31
Level 1
0' - 0"
10
DETAIL/FINISH
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
7' - 0"
3
31
L
9
10
30
31
32
50
51
NOTE
Prince George's County Public Schools
2
1
E
E
NORTH
EXISTING
BUILDING
AREA
OF
NEW
WORK
D
1ST FLOOR
D
2ND FLOOR
KEY PLAN
C
No.
Description
CD/BID SUBMISSION
Date
C
3/02/2016
B
NEW WORK INTERIOR
ELEVATIONS - 1ST
FLOOR
A
0'
2'
4'
SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
8'
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
1/4" = 1'-0"
AP Dwg. No.:
QC:
Project No.
13346.03
A-451
A
3/2/2016 10:55:53 PM
B
2
1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
P
CMU WALL
2' - 0"
2' - 0"
1' - 10"
1' - 10"
2' - 0"
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
CONTINUOUS SNAP ON
FRAME
1' - 6"
2x FRT WOOD BLOCKING
2x FRT WOOD BLOCKING
2x FRT WOOD BLOCKING
N
N
2x FRT WOOD BLOCKING
M
CONTINUOUS 2x FRT WOOD BLOCKING
CONTINUOUS 2x FRT WOOD BLOCKING
ADJUSTABLE SHELVING. ALL SHELVING TO
BE 3/4" PLYWOOD WITH WHITE MELAMINE
ON ALL SURFACES. SHELVES ON METAL
STANDARDS AND CLIPS.
ADJUSTABLE SHELVING. ALL SHELVING TO
BE 3/4" PLYWOOD WITH WHITE MELAMINE
ON ALL SURFACES. SHELVES ON METAL
STANDARDS AND CLIPS.
CONTINUOUS 2x FRT WOOD
BLOCKING
ADJUSTABLE SHELVING. ALL SHELVING TO
BE 3/4" PLYWOOD WITH WHITE MELAMINE
ON ALL SURFACES. SHELVES ON METAL
STANDARDS AND CLIPS.
CONTINUOUS TRAY
AT MARKER
BOARD, UNO
M
I certify that these documents were prepared or approved by me
and that I am a duly licensed architect under the laws of the State
of Maryland.
CONTINUOUS CLOTHES ROD
RECEPTACLE MOUNTED AT
INSIDE OF WARDROBE.
COORDINATE WITH ELECTRICAL
RECEPTACLE MOUNTED AT
INSIDE OF WARDROBE.
COORDINATE WITH ELECTRICAL
DRAWINGS
L
License #7545
Expiration Date
March 16, 2016
LINE OF WALL FACE
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
7' - 0"
7' - 0"
7' - 0"
SECTION AT CMU WALL
RIM LOCK WITH 4" WIRE
PULL, BRUSHED STAINLESS
RIM LOCK WITH 4" WIRE
PULL, BRUSHED STAINLESS
P
RIM LOCK WITH 4" WIRE
PULL, BRUSHED STAINLESS
L
METAL STUD
WALL
ELECTRIC OUTLET,
COORDINATE LOCATIONS WITH
ELECTRICAL DRAWINGS
CASEWORK - IT CABINET SECTION_
2
1 1/2" = 1'-0"
A-650
3
1 1/2" = 1'-0"
CONTINUOUS
METAL GROUNDS,
TYPICAL
CASEWORK - TEACHER'S WARDROBE SECTION_
1 1/2" = 1'-0"
A-650
SECTION AT STUD WALL
WIDTH PER PLAN
G
GENERAL SIGNAGE NOTES:
SEE PLAN
E
NO.
BRAILLE, TYP.
2' - 10"
SIGN NUMBER,
3/4" TEXT,
LEFT JUSTIFY
1/4" RADIUS, TYP.
BRAILLE, TYP.
1/4" RADIUS, TYP.
4. SIGNS TO BE MOUNTED WITH ADHESIVE DOUBLE SIDED TAPE.
PERIMETER CLEAR SILICONE.
ALUMINUM
SNAP ON TRIM
5. CHARACTERS FOR SIGNAGE SHALL BE SANS SERIF UPPERCASE
RAISED 1/32" AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE.
TRAY AT MARKER
BOARDS, UNO
6. SIGNAGE SHALL BE 0.125" THICK UNFRAMED ACRYLIC PLAQUES
WITH RADIUS CORNERS.
A-650
6
1/2" = 1'-0"
A-650
ADA SIGNAGE DETAILS_
D
12. COLOR TO BE DECIDED BY ARCHITECT DURING THE SUBMITTAL
PROCESS. COLOR TO BE SELECTED FROM MANUFACTURER'S
STANDARD AND CUSTOM COLORS.
3" = 1'-0"
1ST FLOOR
4
C
A-650
2ND FLOOR
KEY PLAN
MARKER/TACK BOARD DETAILS_
No.
1" = 1'-0"
Description
CD/BID SUBMISSION
B
0'
1'
2'
SCALE: 3/4" = 1'-0"
0'
1'
SCALE: 1" = 1'-0"
2'
0'
6"
1'
SCALE: 1 1/2" = 1'-0"
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Date
1'-4"
C
3/02/2016
B
2'-8"
A
1
F
EXISTING
BUILDING
11. ANY SIGNS MOUNTED ON GLASS SHALL BE PROVIDED WITH AN
OPAQUE SIGN OF EQUAL SIZE ON THE OPPOSITE SIDE OF THE GLASS
TO HIDE THE ADHESIVE.
STANDARD TEACHING WALL DETAIL - SMARTBOARD_
G
NORTH
10. PICTOGRAMS (GRAPHICS) MUST BE ACCOMPANIED BY EQUAL
WRITTEN DESCRIPTION AND BE A MINIMUM OF 6" SQUARE.
D
H
E
7. CHARACTERS AND BACKGROUND SHALL HAVE A MATTE FINISH.
9. CHARACTERS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN
3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5
AND 1:10.
SIGN TYPE A2
NOTE:
1. SEE DETAIL 4 / A-650
5
MARKER /
TACK BOARD
8. CHARACTERS SHALL CONTRAST WITH BACKGROUND COLOR.
SIGN COPY,
5/8" TEXT,
LEFT JUSTIFY
SIGN TYPE A1
3. MOUNT ROOM SIGNAGE ON LATCH SIDE OF DOOR UNLESS
OTHERWISE SHOWN ON SIGN PLANS. WHERE SPACE ALLOWS,
CENTER OF SIGN TO BE 9" FROM EDGE OF DOOR.
SIGN NUMBER,
3/8" TEXT,
RIGHT JUSTIFY
BRAILLE, TYP.
0' - 0 1/2"
2. SIGNAGE LOCATIONS TO BE FIELD VERIFIED FOR AVAILABLE AREA
AND MOUNTING CONDITIONS.
Project Title:
NO.
0' - 0 1/2"
4' - 0" UNO
0' - 0 3/4"
0' - 1 1/4"
0' - 0 1/2"
CL
0' - 4 1/4"
SIGN NUMBER,
3/4" TEXT,
LEFT JUSTIFY
COPY
0' - 0 1/2"
0' - 3"
0' - 0 1/2"
0' - 1 1/4"
NO.
SIGN NUMBER,
3/8" TEXT,
RIGHT JUSTIFY
0' - 3"
MARKERBOARD
0' - 3"
MARKERBOARD
CL
NO.
0' - 0 1/2"
0' - 6"
4' - 0"
SMARTBOARD
0' - 0 1/2"
0' - 0 1/2"
0' - 0 5/8"
0' - 0 3/4"
0' - 6"
0' - 3"
0' - 0 1/2"
0' - 0 3/8"
TACK STRIP
0' - 2"
1' - 0"
F
TACK STRIP
1. SIGNAGE TO COMPLY WITH CURRENT ADA REQUIREMENTS.
0' - 6"
0' - 6"
2' - 10" U.O.N.
SHORT-THROW
PROJECTOR
36" AFF
SEE PLAN
VARIES
0' - 0 3/8"
SMARTBOARD WIDTH - SEE SPEC.
0' - 0 1/2"
VARIES
J
MISCELLANEOUS
DETAILS
Proj Arch:
GREGORY S. LUKMIRE, AIA
Drawn: AP/BH Scale:
As indicated
AP Dwg. No.:
QC:
Project No.
13346.03
A-650
A
3/2/2016 10:55:55 PM
CASEWORK - STORAGE CABINET
A-650
BASE AS SCHEDULED.
BASE AS SCHEDULED
BASE AS SCHEDULED
1
ELECTRIC OUTLET,
COORDINATE LOCATIONS
WITH ELEC DWGS.
0' - 2"
Prince George's County Public Schools
CONTINUOUS 2x FRT WOOD
BLOCKING
0' - 2"
0' - 2"
0' - 4"
CONTINUOUS 2x FRT WOOD
BLOCKING
CONTINUOUS 2x FRT WOOD
BLOCKING
K
Owner:
H
0' - 4"
0' - 4"
2x FRT WOOD BLOCKING
CONTINUOUS
TRAY AT
MARKER BOARD
6001 Good Luck Road, Riverdale, MD
3/4" PLYWOOD WITH WHITE
MELAMINE ON ALL INTERIOR
SURFACES
3/4" PLYWOOD WITH WHITE
MELAMINE ON ALL INTERIOR
SURFACES
3/4" PLYWOOD WITH WHITE
MELAMINE ON ALL INTERIOR
SURFACES
J
3/4" PLYWOOD WOOD VENEER
(WD-1) ON ALL EXPOSED
SURFACES
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
3/4" PLYWOOD WITH WOOD
VENEER (WD-1) ON ALL
EXPOSED SURFACES.
PROVIDE GROUNDS IN WALL TO ACCOMODATE MOUNTING.
3/4" PLYWOOD WITH WOOD
VENEER (WD-1) ON ALL
EXPOSED SURFACES.
3' - 7"
LINE OF WALL FACE
3' - 7"
LINE OF WALL FACE
4' - 0"
K
PARKDALE HIGH SCHOOL
CONTINUOUS SNAP ON
FRAME
6
7
8
9
10
12
11
13
14
15
GENERAL MECHANICAL NOTES
P
N
1.
GENERAL NOTES
8.
1.1.
SYMBOLS, ABBREVIATIONS AND MECHANICAL GENERAL NOTES ARE COMPOSITE. ALL SYMBOLS, ABBREVIATIONS AND
MECHANICAL NOTES MAY NOT BE USED ON THIS PROJECT.
8.1.
1.2.
WORK INDICATED ON THESE DRAWINGS IS DIAGRAMMATIC AND SHOULD NOT BE SCALED TO ESTABLISH LOCATION OF WORK.
THE DRAWINGS ARE INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE GENERAL ARRANGEMENTS OF ENGINEERED
SYSTEMS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND MAKE ADJUSTMENTS AS NECESSARY
TO COMPLETE THE WORK.
1.3.
FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SERVICES FOR ALL WORK, IN ACCORDANCE WITH PROVISIONS OF
THE CONTRACT DOCUMENTS. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY INDICATED, FURNISH AND INSTALL ALL
SUPPLEMENTARY OR MISCELLANEOUS ITEMS, APPURTENANCES AND DEVICES INCIDENTAL TO OR NECESSARY FOR A SOUND,
SECURE AND COMPLETE INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
1.4.
IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL
MATERIALS AND EQUIPMENT SHALL BE NEW, OF FIRST QUALITY AND COMPATIBLE WITH EXISTING SYSTEMS OR MATERIAL WHERE
THEY INTERFACE, UNLESS OTHERWISE INDICATED.
1.5.
CLEAN UP ALL WASTE AND DEBRIS AT THE END OF EACH WORKING DAY AND AS REQUIRED TO KEEP ALL BUILDING AREAS
CLEAN, CLEAR AND UNOBSTRUCTED. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL TOOLS,
APPLIANCES, SURPLUS MATERIAL AND SCRAP FROM THE JOB SITE. SEE ARCH. DWGS. FOR WASTE DISPOSAL REQUIREMENTS.
1.6.
AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL CLEAN THE ENTIRE JOB SITE, INCLUDING ALL NEW AND EXISTING
SURFACES OF BUILDING, EQUIPMENT AND SYSTEMS, LEAVING THE AREA THOROUGHLY CLEAN, CLEAR AND READY
FOR OCCUPANCY.
M
1.7.
1.8.
L
COORDINATION AND SCHEDULING
2.1.
COMPLETELY COORDINATE AND SCHEDULE WORK OF ALL TRADES. CONTRACTOR SHALL COMPENSATE FOR EXISTING
CONDITIONS SO THAT CONFLICTS IN SCHEDULING AND LOCATION WILL NOT OCCUR.
2.2.
CONTRACTOR IS RESPONSIBLE FOR COMPLETE COORDINATION BETWEEN ALL SUB-CONTRACTORS, SUPPLIERS, GOVERNMENT
AUTHORITIES HAVING JURISDICTION, BUILDING PERSONNEL, CODE ENFORCEMENT OFFICIALS, ARCHITECT/ENGINEER AND
BUILDING OWNER.
CABINETS: MINIMUM 1/2" THICK FOIL-COVERED, CLOSED-CELL FOAM COMPLYING WITH ASTM 1071 AND
ATTACHED WITH ADHESIVE COMPLYING ASTM C916. INSULATION AND ADHESIVE SHALL HAVE A COMBINED
MAXIMUM FLAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED ACCORDING TO
ASTM E 84 BY A QUALIFIED TESTING AGENCY.
18.3.
MOTOR: BRUSHLESS DC/ELECTRICALLY COMMUTATED MOTOR (ECM).
SHEET METAL DUCTWORK
18.4.
MAIN AND AUXILIARY DRAIN PANS: CORROSION RESISTANT MATERIAL. DRAIN PANS SHALL BE REMOVABLE.
9.1.
ALL NEW DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL (UNLESS OTHERWISE INDICATED)
AND INSTALLED IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, 2005 EDITION, 2" PRESSURE
CLASS. AUDIBLE LEAKAGE WILL NOT BE ALLOWED.
18.5.
RETURN AIR INLET: FRONT TOE SPACE.
18.6.
PIPING: ASTM B 88, TYPE L COPPER TUBE WITH WROUGHT=COPPER FITTINGS AND BRAZED JOINTS.
ALL NEW DUCTWORK MUST BE FIELD VERIFIED PRIOR TO FABRICATION, PURCHASE, OR INSTALLATION. NO
ALLOWANCE WILL BE MADE FOR DUCTWORK THAT IS NOT USED.
18.7.
VALVE PACKAGE: 3-WAY MODULATING CONTROL VALVE, BALL VALVE, CIRCUIT SETTER, PT PORT AND STRAINER.
CONTRACTOR SHALL REVIEW AND COORDINATE THE INSTALLATION OF NEW SYSTEM(S) AND EQUIPMENT. NO WORK SHALL BE
PERFORMED PRIOR TO THE CONTRACTOR OBTAINING EXACT FIELD DIMENSIONS OF EXISTING BUILDINGS, EXISTING CEILINGS,
STRUCTURAL OBSTRUCTIONS, EXISTING BUILDING SYSTEMS TO REMAIN, EXISTING FURNITURE TO REMAIN, ETC., WHICH, MAY
AFFECT INSTALLATION OF NEW EQUIPMENT OR SYSTEMS.
CONTRACTOR'S ATTENTION IS DIRECTED TO THE IMPORTANCE OF PROPER SCHEDULING AND PHASING OF WORK SO AS TO
CAUSE MINIMUM DISTURBANCE TO ACTIVITIES IN OTHER AREAS OF THE BUILDING, WHICH WILL REMAIN OCCUPIED
THROUGHOUT THE DURATION OF THE CONTRACT. CONTRACTOR'S WORK SCHEDULE SHALL BE SUBMITTED TO AND APPROVED
BY THE OWNER.
NOTIFY THE OWNER, IN WRITING, AT LEAST SEVEN DAYS IN ADVANCE OF ANY REQUIRED SHUTDOWN OF ANY UTILITY. OBTAIN
OWNER'S WRITTEN APPROVAL PRIOR TO SHUTDOWN.
FILTER: MERV 8.
18.9.
SPACE TEMPERATURE SENSOR: WIRELESS TEMPERATURE SENSOR WITH FACTORY MOUNTED RECEIVER.
9.4.
18.10.
OA & RA DAMPERS: GALVANIZED-STEEL BLADES WITH EDGE AND END SEALS AND NYLON BEARING; WITH
ELECTRIC ACTUATOR.
18.11.
INSULATED FALSE BACK WITH GASKET SEALS ON WALL AND OUTDOOR AIR PLENUM.
19.
DUCTLESS MULTI-SPLIT HEATPUMP SYSTEM
19.1.
OUTDOOR UNIT: 2 PORT MULTI-SPLIT SYSTEM, INVERTER VARIABLE SPEED COMPRESSOR WITH LOW AMBIENT KIT.
19.2.
CEILING CASSETTE INDOOR UNIT: FOUR-WAY CEILING CASSETTE INDOOR UNIT SHALL RECESS INTO THE CEILING
AND MOUNT FLUSH. RETURN AIR SHALL BE FILTERED WITH A REMOVAL, WASHABLE FILTER. THE UNIT SHALL
INCLUDE A FACTORY INSTALLED CONDENSATE PUMP.
THE DRAWINGS ARE SCHEMATIC IN SCOPE AND DO NOT NECESSARILY SHOW THE OFFSETS REQUIRED TO AVOID
SUCH THINGS AS NEW PIPES, CONDUITS, STRUCTURAL MEMBERS, ETC. INTERFERENCE WITH THE HERETOFORE
MENTIONED SHALL BE CORRECTED AT NO EXTRA COST TO THE OWNER.
9.7.
UNLESS OTHERWISE SPECIFIED, DUCTS SHALL BE SUPPORTED WITH STRAP IRON NOT LESS THAN ONE INCH
IN WIDTH
(1")
ON MAXIMUM OF FOUR FOOT (4'-0") CENTERS.
9.8.
WHERE TOP OF DUCT IS MORE THAN SIXTEEN INCHES (16") FROM POINT OF SUPPORT, ANGLE IRON SUPPORTS
SHALL BE
USED WITH ALL-THREAD RODS.
19.3.
9.9.
ANGLE IRON SUPPORTS SHALL BE AT EACH PERIMETER JOINT AND AT NOT GREATER THAN SEVEN FOOT SIX INCH
(7'-6") CENTERS. DUCTS SHALL BE SUPPORTED TO PREVENT SWAYING.
19.4.
REFRIGERANT: R-410A
9.10.
SUPPORTS SHALL BE FASTENED TO THE BUILDING STRUCTURE IN AN APPROVED MANNER.
20.
CONVECTOR
9.11.
DUCT SUPPORTS TO BE SAME MATERIAL AS DUCT.
20.1.
CONTRACTOR SHALL FURNISH AND INSTALL CONVECTORS WITH REQUIRED MOUNTING COMPONENTS AND
ACCESSORIES TO MEET SIZE, CAPACITY, AND CHARACTERISTICS AS REQUIRED ON THE EQUIPMENT SCHEDULE.
10.
FLEXIBLE DUCTWORK
20.2.
UNITS SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE
SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS.
10.1.
U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT WITH MINIMUM R-6 INSULATION.
20.3.
CONTRACTOR TO COORDINATE WITH ARCHITECT ON CONVECTOR EXTERIOR FINISH AND INLET/OUTLET
PERFORATION STYLE PRIOR TO ORDERING.
10.2.
SIZE TO MATCH DEVICE NECK, PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO MAINTAIN MAXIMUM
FLEXIBLE
DUCT LENGTH OF 6'-0".
10.4.
PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN REQUIRED.
CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE BUILDING LANDLORD AND PROPERTY MANAGER.
11.1.
THERMOSTAT SHALL BE INSTALLED 4'-0" ABOVE FINISHED FLOOR WHERE SHOWN ON PLANS UNLESS NOTED
OTHERWISE.
3.
CODE, PERMITS AND INSPECTIONS
12.
INSTRUCTION AND IDENTIFICATION
3.1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST APPLICABLE CODES, REGULATIONS AND STANDARDS. CONTRACTOR
SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND SHALL ARRANGE FOR ALL INSPECTIONS BY AUTHORITIES HAVING
JURISDICTION.
3.2.
APPROVAL AND SIGN-OFF BY ALL AUTHORITIES HAVING JURISDICTION IS REQUIRED AT THE COMPLETION OF PROJECT. SECURE
PERMIT AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE PROJECT.
WRITTEN INSTRUCTIONS IN A SINGLE BINDER DESCRIBING THE PROPER OPERATION AND MAINTENANCE OF
EQUIPMENT AND SYSTEMS SHALL BE PROVIDED TO THE OWNER AT THE COMPLETION OF THE WORK. THE
CONTRACTOR SHALL DEMONSTRATE AND INSTRUCT THE OPERATION OF SYSTEMS TO THE OWNER'S
REPRESENTATIVE.
ALL VALVES, CONTROLS, ETC., SHALL BE PERMANENTLY IDENTIFIED AND LABELED WITH
METAL TAGS OR ENGRAVED
NAMEPLATES AS APPLICABLE. COORDINATE WITH HVAC ZONE SCHEDULE.
13.
CODES AND STANDARDS LISTED ARE MINIMUM STANDARDS. WHERE CONTRACT DOCUMENTS CALL FOR A HIGHER STANDARD,
CONTRACT DOCUMENTS WILL TAKE PRECEDENCE OVER ALL REFERENCED CODES AND STANDARDS. IF CONTRACT
DOCUMENTS CONFLICT WITH CODES OR STANDARDS, CONTRACTOR SHALL INFORM ARCHITECT/ENGINEER, IN WRITING, PRIOR
TO QUOTE.
CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND ENVIRONMENTAL
PROTECTION AGENCY (EPA) REQUIREMENTS.
3.6.
CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF ALL AFFECTED UTILITY COMPANIES.
3.7.
CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF ALL AFFECTED UTILITY COMPANIES.
4.
WARRANTY:
4.1.
ALL WORK SHALL BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE. ALL DEFECTS THAT DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD WILL BE REPAIRED BY THE
CONTRACTOR, TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER.
13.1.
THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR
FROM THE
DATE OF ACCEPTANCE BY THE OWNER AND SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST
THETO
OWNER ANY PART
THEREOF
WHICH MAY BECOME DEFECTIVE DURING THE PERIOD OF GUARANTEE,
ORDINARY WEAR AND TEAR EXCEPTED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ANY DAMAGES RESULTING FROM OR CAUSED BY DEFECTS IN
HIS/HER WORK.
14.
PIPING
14.1.
THE CONTRACTOR SHALL NOT CORE DRILL CONCRETE SLAB WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT
OF THE STRUCTURAL ENGINEER AND THE BUILDING OWNER AND SHALL X-RAY PRIOR TO ANY CORE DRILLING.
X-RAYING AND CORE DRILLING SHALL BE SCHEDULED WITH THE BUILDING OWNER.
14.2.
PROVIDE REFRIGERANT PIPING IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.
VERIFY
LINE SIZES FOR EQUIPMENT FURNISHED. REFRIGERANT PIPING SHALL BE COPPER TYPE "ACR" WITH
FORGED OR WROUGHT
COPPER FITTINGS CONFORMING TO ASTM B280 AND COPPER DEVELOPMENT ASSOCIATION
STANDARDS. JOINTS SHALL BE MADE
WITH SILVER SOLDER SILFOS OR EQUAL.
5.
SUBMITTALS
5.1.
SUBMIT FOUR SETS OF SHOP DRAWINGS, TO ARCHITECT/ENGINEER AND OBTAIN APPROVAL, PRIOR TO ORDERING OF
EQUIPMENT OR MATERIAL AND BEFORE FABRICATION OF COMPONENTS. SUBMITTALS TO BE REVIEWED IN (5) BUSINESS DAYS.
SUBMIT SHOP DRAWINGS FOR THE FOLLOWING:
5.1.A.
DUCT, DUCT INSULATION AND ASSOCIATED ACCESSORIES
14.3.
.
15.
PIPING SUPPORT
15.1.
SUPPORT VERTICAL PIPES AT EACH FLOOR OR VERTICALLY NOT MORE THAN 10 FEET APART.
15.2.
SUPPORT HORIZONTAL PIPE AT 10 FEET MAXIMUM INTERVALS.
16.
PIPING INSTALLATION
16.1.
ALL PIPES SHALL BE INSTALLED IN A NEAT AND ORDERLY APPEARANCE AND FREE FROM CONTACT WITH STRUCTURE
OR INSTALLED ITEMS.
RUN PIPING PARALLEL TO WALLS AND FLOORS OF BUILDING UNLESS OTHERWISE INDICATED.
5.1.B.
AIR DISTRIBUTION DEVICE.
6.
RECORD (AS BUILT) DRAWINGS
16.2.
6.1.
REPRODUCIBLE RECORD DRAWINGS SHALL BE SUPPLIED BY CONTRACTOR, UPON WHICH CORRECTIONS SHALL BE MADE, TO
PROVIDE AN ACCURATE AND COMPLETE RECORD OF THE WORK, AS INSTALLED. ALL DUCTWORK, EQUIPMENT, PIPING AND AIR
DISTRIBUTION DEVICES SHALL BE SHOWN AND DIMENSIONED ON THE RECORD DRAWINGS. CONTRACTOR SHALL PROVIDE
LASTEST AUTOCAD VERSION AS-BUILT DRAWINGS AT THE COMPLETION OF THE PROJECT.
16.3.
6.2.
FULL SIZE AS-BUILT DRAWINGS SHALL BE SUPPLIED AT THE COMPLETION OF THE JOB.
6.3.
PROVIDE A COMPLETE SET OF DRAWINGS ON A CD WHEN THE JOB IS COMPLETE.
7.
MECHANICAL GENERAL NOTES
7.1.
ALL EQUIPMENT TO BE LOCATED IN THE CEILING PLENUM SHALL BE SUITABLE FOR INSTALLATION IN ACCORDANCE WITH
APPLICABLE CODES AND REGULATIONS.
7.2.
ALL EQUIPMENT (INCLUDING DUCTWORK AND PIPING) SHALL BE SECURELY SUPPORTED FROM THE BUILDING STRUCTURE IN AN
APPROVED MANNER. EQUIPMENT SHALL NOT GENERATE NOISE GREATER THAN CATALOG RATINGS. ALL EQUIPMENT AND
APPURTENANCES SHALL NOT TRANSMIT NOISE OR VIBRATION TO THE OCCUPIABLE SPACES.
7.3.
7.4.
GUARANTEE
PIPE HANGERS, SUPPORTS, AND COMPONENTS. GALVANIZED, METAL COATINGS: FOR PIPING AND EQUIPMENT THAT
SHALL HAVE FIELD-APPLIED FINISH. NONMETALLIC COATINGS: ON ATTACHMENTS FOR ELECTROLYTIC PROTECTION
WHERE ATTACHMENTS ARE IN DIRECT CONTACT WITH COPPER TUBING. THERMAL-HANGER SHIELD INSERTS: 100-PSI
MIN.
COMPRESSIVE-STRENGTH INSULATION ENCASED IN SHEET METAL SHIELD. MATERIAL FOR COLD PIPING:CASTM
522, TYPE I CELLULAR GLASS OR WATER-REPELLANT TREATED, ASTM C 533, TYPE I CALCIUM SILICATE WITH VAPORBARRIER.
17.
INSULATION
17.1.
GENERAL REQUIREMENT: INSULATION AND COVERINGS TO BE UL LISTED AND ASTM E84 TESTED WITH FLAME SPREAD
AND DEVELOPED SMOKE NOT TO EXCEED INDEX OF 25 & 50 FOR INDOOR INSTALLATION AND INDEX OF 75 & 150 FOR
OUTDOOR INSTALLATION. ADHESIVES AND MASTICS TO CARRY SAME RATING.
17.2.
GENERAL REQUIREMENT: ALL EXPOSED EDGES OF INSULATION TO BE SEALED AND COATED WITH MASTIC.
17.3.
DUCT INSULATION: INSULATE NEW SUPPLY & RETURN AIR DUCTWORK WITH 2" THICK FIBERGLASS DUCT WRAP WITH
VAPOR BARRIER IN ACCORDANCE WITH DC MECHANICAL CODE-604. SEAL ALL LONGITUDINAL, TRANSVERSE JOINTS &
SEAMS TOGETHER W/STAPLES AND AN APPROVED MASTIC SEALANT. THE USE OF DUCT TAPE IS NOT ACCEPTABLE.
(MEDIUM PRESSURE OR LOW PRESSURE DUCTWORK) INSULATION TO BE APPLIED AFTER ALL SHEET METAL DUCT
CONNECTIONS HAVE BEEN TAPED AND SEALED AIRTIGHT. SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE
INSULATED WITH A MINIMUM OF R-6 INSULATION WHERE LOCATED IN UNCONDITIONED SPACES.
DUCTWORK SHALL BE INSTALLED TIGHT TO THE UNDERSIDE OF THE SLAB/DECK UNLESS OTHERWISE NOTED.
PROVIDE FIRE SAFING APPROVED BY THE AUTHORITY HAVING JURISDICTION, AROUND ALL PIPING AND DUCTWORK
PENETRATIONS THROUGH BUILDING CONSTRUCTION TO MAINTAIN FIRE, SMOKE, AND SOUND RATINGS.
CONDENSATE DRAIN PIPING SHALL BE TYPE "M" HARD DRAWN COPPER TUBING WITH COPPER FITTING
18.
DUAL DUCT TERMINAL UNIT
7.5.
MECHANICAL EQUIPMENT, DUCTWORK, SUPPORTS, AND MATERIALS SHALL BE RELOCATED AS NECESSARY TO ACCOMMODATE
INSTALLATION OF LIGHT FIXTURES AND SPRINKLER SYSTEM/PLUMBING PIPING.
18.1
7.6.
THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS WHERE REQUIRED FOR ACCESS TO EQUIPMENT, VALVES,
DAMPERS, CONTROLS, ETC. IN DUCTWORK AND/OR CONCEALED BEHIND FINISHES NOT INTENDED TO BE REMOVED;
COORDINATE WITH THE ARCHITECT PRIOR TO ANY INSTALLATION.
18.2
DUAL DENSITY INTERNAL INSULATION, TREATED TO RESIST AIR EROSION. MEETS REQUIREMENTS OF NFPA 90A AND UL 181.
PROVIDE WITH STERILOC INTERNAL LINEAR.
18.3
7.7.
MECHANICAL CONTRACTOR SHALL PROVIDE ALL MOTOR STARTERS, DISCONNECTS ETC. AS REQUIRED BY THE MECHANICAL
EQUIPMENT; THE ELECTRICAL CONTRACTOR SHALL INSTALL AND PROVIDE FINAL CONNECTIONS. WHERE THE MECHANICAL
SYSTEMS COME WITH INTEGRAL STARTERS, DISCONNECTS, ETC., THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL
CONNECTIONS.
DIRECT DIGITAL CONTROL PACKAGE INCLUDES DIRECT DIGITAL CONTROLLER, DAMPER ACTUATORS, AND FLOW
TRANSDUCERS.
7.8.
STANDARD CONTRUCTION IS 22 GAUGE STEEL HOUSING. MECHANICALLY SEALED AND GASKETED, LEAK RESISTANT
CONSTRUCTION.
ALL EQUIPMENT MUST BE INSTALLED SUCH THAT FACTORY REQUIRED CLEARANCES FOR SERVICEABILITY ARE MAINTAINED.
NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY EQUIPMENT HAVE ACCESS LIMITED BECAUSE OF FIELD CONDITIONS,
EQUIPMENT ORIENTATION, ETC. DO NOT INSTALL THIS EQUIPMENT UNTIL THE SITUATION HAS BEEN RESOLVED.
N
FLEXIBLE DUCT CONNECTOR
OR
M
SUPPLY AIR DUCT TO RISE UP
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
SUPPLY AIR DUCT TO DROP DOWN
License #44138
Expiration Date
June 09, 2017
RETURN AIR DUCT TO RISE UP
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
RETURN AIR DUCT TO DROP DOWN
AF
AFF
AFMD
AHU
AI
AO
APD
ARCH
ATC
AS
AIR FILTER
ABOVE FINISHED FLOOR
AIR FLOW MEASURING DEVICE
AIR HANDLING UNIT
ANALOG INPUT
ANALOG OUTPUT
AIR PRESSURE DROP
ARCHITECTURAL
AUTO TEMPERATURE CONTROL
AIR SEPARATOR
EXHAUST DUCT TO DROP DOWN
SQUARE ELBOW WITH TURNING
VANES
B
BAS
BHP
BLDG
BLW
BP
BTUH
BDD
BOILER
BUILDING AUTOMATION SYSTEM
BRAKE HORSE POWER
BUILDING
BELOW
BOOSTER PUMP
BRITISH THERMAL UNIT PER HOUR
BACKDRAFT DAMPER
CAC
CC
CFM
CH
CWP
CHWP
CO
CV
CT
CONTROL AIR COMPRESSOR
COOLING COIL
CUBIC FEET PER MINUTE
CHILLER
CONDENSER WATER PUMP
CHILLED WATER PUMP
CLEAN OUT
CONVERTER
COOLING TOWER
DB
DI
DN
DO
DO
DOAS
DPS
DWG
DRY BULB
DIGITAL INPUT
DOWN
DAMPER OPERATOR
DIGITAL OUTPUT
DEDICATED OUTSIDE AIR UNIT
DIFFERENTIAL PRESSURE SWITCH
DRAWING
EA
EAT
EF
EMCS
EQUIP
ET
ETR
EUH
EWT
EXIST
(E)
EX
EXT
EACH
ENTERING AIR TEMPERATURE
EXHAUST FAN
ENERGY MANAGEMENT CONTROL
SYSTEM
EQUIPMENT
EXPANSION TANK
EXISTING TO REMAIN
ELECTRIC UNIT HEATER
ENTERING WATER TEMPERATURE
EXISTING
EXISTING
EXHAUST
EXTERNAL
F
FC
FD
FL
FPM
FT
FT
FTR
FZ
FAHRENHEIT
FAN COIL UNIT
FIRE DAMPER
FLOOR
FEET PER MINUTE
FEET
FLASH TANK
FINNED TUBE RADIATOR
FREEZE STAT
GALV
GPM
GALVANIZED
GALLONS PER MINUTE
HC
HP
HR
HS
HR
HS
HWP
HEATING COIL
HORSE POWER
HOT WATER RETURN
HOT WATER SUPPLY
HOUR
HUMIDITY SENSOR
HEATING WATER PUMP
IN
KW
JAN
INCH
KILOWATT
JANITOR
LAT
LB
LF
LWT
LEAVING AIR TEMPERATURE
POUNDS
LINEAR FEET
LEAVING WATER TEMPERATURE
MAX
MBH
MECH
MER
MIN
MTD
MVD
MAXIMUM
1000 BTUH
MECHANICAL
MECHANICAL EQUIPMENT ROOM
MINIMUM
MOUNTED
MANUAL VOLUME DAMPER
N
NC
NC
NO
NOM
No.
NTS
NEW
NOISE CRITERIA
NORMALLY CLOSED
NORMALLY OPEN
NOMINAL
NUMBER
NOT TO SCALE
OA
OAT
OED
OUTSIDE AIR
OUTSIDE AIR TEMPERATURE
OPEN END DUCT
P
PD
PS
PSI
PUMP
PRESSURE DROP
PRESSURE SENSOR
POUNDS PER SQUARE INCH
(R)
RA
RAT
RF
RHC
RL
RLA
RLF
RPM
RS
RTU
RELOCATED
RETURN AIR
RETURN AIR TEMPERATURE
RETURN FAN/RELIEF FAN
REHEAT COIL
REFRIGERANT LIQUID LINE
RELIEF AIR
RELIEF FAN
REVOLUTION PER MINUTE
REFRIGERANT SUCTION LINE
ROOF TOP UNIT
SA
SAT
SCP
SCR
SD
SF
SG
SL
SOU
SIU
SR
SS
STRUC
SUPPLY AIR
SUPPLY AIR TEMPERATURE
STEAM CONDENSATE PUMP
SILICON CONTROL RECTIFIER
SMOKE DETECTOR
SUPPLY FAN
STEAM GENERATOR (NON-FIRED)
SOUND LINING
SPLIT SYSTEM OUTDOOR UNIT
SPLIT SYSTEM INDOOR UNIT
SUPPLY REGISTER
STAINLESS STEEL
STRUCTURAL
T
TF
TS
TYP
TERMINAL
TRANSFER FAN
TEMPERATURE SENSOR
TYPICAL
UH
UNIT HEATER
V
VAV
VSD
VSP
VALVE (MOTORIZED)
VARIABLE AIR VOLUME
VARIABLE SPEED DRIVE
VAULT SUMP PUMP
W
WB
WC
WPD
WTR
W/
W/O
WMS
WATT
WET BULB
WATER COLUMN
WATER PRESSURE DROP
WATER
WITH
WITHOUT
WIRE MESH SCREEN
L
EXHAUST DUCT TO RISE UP
TRANSFER DUCT WITH 1" ACOUSTICAL
SOUND-LINING.
SUPPLY AIR DEVICE
RETURN OR EXHAUST AIR DEVICE
EXHAUST AIR DEVICE
VD
DUCTWORK WITH DUCT BRANCH
VD
DUCTWORK WITH ROUND DUCT TAKE-OFF
OPEN END DUCT WITH CAP
ROUND DUCT TO RISE UP
ROUND DUCT TO DROP DOWN
CONTINUATION
CEILING SUPPLY AIR DIFFUSER
T
THERMOSTAT
S
SWITCH
#
NEW WORK KEYED DRAWING NOTE
#
DEMOLITION KEYED DRAWING
NOTE
J
H
G
F
NORTH
EXISTING
BUILDING
POINT OF CONNECTION
EQPM-##
K
E
POINT OF DISCONNECTION
EQUIPMENT DESIGNATION
TAG
D
AIR DEVICE TAG
DIFFUSER TYPE
AIR VOLUME IN CFM
CD-##
CFM
NOTE: ALL SYMBOLS MAY NOT APPEAR ON THE DRAWINGS.
SHEET NO.
M-051
MD-151
M-151
M-651
NOTE: ALL ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS.
C
EXISTING DUCT (1ST DIMENSION INDICATES
TOP SHOWN, INSIDE CLEAR DIMENSIONS).
RECTANGULAR/SQUARE DUCT
TO
ROUND DUCT SIZE TRANSITION
ABBREVIATIONS
12.1.
P
DUCTWORK WITH SOUND LINING
(DIMENSION INDICATES INSIDE CLEAR
DIMENSIONS)
12X10
SPACE THERMOSTAT: BUILT IN ONE TIME OR DAILY TIMER FUNCTIONALITY WITH UP TO 2 TIMERS ACTIONS PER
DAY. LCD DISPLAY WITH SELECTABLE AUTO/COOL/HEAT/DRY OPERATION MODES.
10.3.
FLEXIBLE DUCT WORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED SUPPORTED
AND
WITHOUT FORMING CRIMPS OR OTHER AIRFLOW RESTRICTIONS.
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
DUCT WORK WITH TRANSITION
18.8.
2.7.
PERFORM ALL WORK IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS:
3.3.A.
DISTRICT OF COLUMBIA MECHANICAL CODE:
2012
3.3.B.
DISTRICT OF COLUMBIA ENERGY CONSERVATION CODE:
2012
Architecture
Planning
Interior Design
DUCT (1ST DIMENSION INDICATES TOP
SHOWN, INSIDE CLEAR DIMENSIONS).
12X10
12X10(E)
9.3.
ALL NEW DUCTWORK DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. DUCTWORK SIZES SHALL BEINCREASED
TO ACCOMMODATE 1" INTERNAL LINING WHERE INDICATED ON PLANS.
CONTROLS
3.5.
D
18.2.
11.
H
E
UNIT VENTILATORS CONSISTING OF FINISHED CABINET, FILTER, COOLING COIL, DRAIN PANS, SUPPLY AIR FAN
AND MOTOR, AND HYDRONIC COIL FOR TWO PIPE SYSTEM.
CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS AND CIRCUMSTANCES UNDER WHICH
THE WORK SHALL BE PERFORMED. NO ALLOWANCES WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT.
3.4.
F
9.
UNIT VENTILATOR
18.1.
2.6.
3.3.
G
18.
9.6.
PROVIDE DOUBLE THICKNESS TURNING VANES IN ALL DUCTWORK ELBOWS (45° & 90°). TURNING VANES COMPLY
SHALL
WITH SMACNA STANDARDS, 2005 EDITION.
2.
2.5.
J
IN ADHERENCE WITH THE INTENT OF THESE CONTRACT DOCUMENTS, PROVIDE FINISHED WORK, TESTED AND READY FOR
OPERATION. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISHED, INSTALL, BALANCE, ADJUST AND TEST,
COMPLETE AND READY FOR USE".
CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS AND COORDINATE WITH NEW PIPING, DUCTWORK, LIGHTING
AND PROPOSED CEILING HEIGHTS.
2.4.
TESTING AND BALANCING
9.5.
FLEXIBLE CONNECTIONS SHALL BE PROVIDED BETWEEN THE AIR CONDITIONING UNITS AND THE DUCTS WHICH
WITH
THEY ARE CONNECTED.
1.9.
2.3.
K
ALL SPECIFIED EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
17
SYMBOLS
PROVIDE ALL NECESSARY ACCESSORIES TO ALLOW FOR PROPER AIR AND WATER BALANCE. UPON COMPLETION
OF THE INSTALLATION, ALL AIR AND WATER SYSTEMS SHALL BE ADJUSTED AND BALANCED TO PROVIDE THE AIR
AND WATER FLOW RATE INDICATED. CONTRACTOR SHALL PROVIDE VOLUME DAMPERS, SPLITTER DAMPERS
AND/OR
VOLUME EXTRACTORS AS INDICATED OR REQUIRED FOR BALANCING. BALANCING WORK SHALL PERFORMED
BE
BY A CERTIFIED
BALANCING CONTRACTOR WHO IS A MEMBER IN GOOD STANDING OF AABC, NEBB
OR SMACNA. BALANCING WORK SHALL BE IN
COMPLIANCE WITH THE STANDARD PROCEDURE MANUAL
PUBLISHED BY THE TESTING AND BALANCING ORGANIZATION
AFFILIATED WITH THE BALANCING CONTRACTOR. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL SUBMIT TO
THE ARCHITECT/ENGINEER ALL
APPROPRIATE FIELD DATA ON STANDARD FORMS OF THE TESTING AND BALANCING
ORGANIZATION IN
ACCORDANCE WITH STANDARD PROCEDURES.
9.2.
16
1ST FLOOR
2ND FLOOR
KEY PLAN
SHEET TITLE
MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES
MECHANICAL DUCTWORK DEMO PLAN-1ST FLOOR
MECHANICAL DUCTWORK PLAN-1ST FLOOR
MECHANICAL SCHEDULE
No.
1
2
Description
DD/CD/Permit Submission
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
B
MECHANICAL
LEGEND,
ABBREVIATIONS, AND
NOTES
B
Proj Arch:
Drawn:
Author Scale:
Checker Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
M-051
A
3/2/2016 3:56:28 PM
5
Secondary School Reform PSC No. 16.177.15 6001 Good Luck
Road, Riverdale, MD
Owner:
4
PARKDALE HIGH SCHOOL
3
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
2
Project Title:
1
1
2
3
4
5
6
7
8
9
10
12
11
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
DEMOLITION KEYNOTES
N
6
3
T
FD
FD
16x8
14ø
1
16ø
FD
24x12
1.
EXISTING DUCTWORK TO REMAIN. (TYPICAL)
2.
REMOVE AND REPLACE EXISTING SUPPLY AIR DIFFUSER. (TYPICAL)
3.
EXISTING RETURN AIR GRILLE TO REMAIN.
4.
REMOVE AND REPLACE THE EXISTING THERMOSTAT.
5.
REMOVE AND REPLACE THE DUAL DUCT BOX.
N
6
EDV-(E)
M
M
2
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
26x13
License #44138
Expiration Date
June 09, 2017
15x7
15x7
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
26x18
K
ROTC
5
16ø
2
EXTERIOR
COURTYARD NIC
14ø
STORAGE 5S NIC
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
5S
6
EDV-(E)
H
26x13
ROTC
7
STORAGE 7S NIC
2
G
PARKDALE HIGH SCHOOL
EXTERIOR
COURTYARD NIC
7S
15x7
15x7
F
9ø
E
10ø
26x18
1
Project Title:
1
Secondary School Reform PSC No. 16.177.15 6001 Good Luck
Road, Riverdale, MD
Owner:
L
L
K
J
H
G
F
E
2
NORTH
EXISTING
BUILDING
FD
TYPE1
D
TYPE1
6ø
18x8
AREA
OF
NEW
WORK
7ø
D
24x12
FD
3
T
1ST FLOOR
6
CORRIDOR NIC
KEY PLAN
264
C
No.
1
2
1
2ND FLOOR
Description
DD/CD/Permit Submission
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
MECHANICAL DEMO 1ST FLOOR PLAN
MD-151
SCALE: 1/4" = 1'-0"
MECHANICAL
DUCTWORK DEMO
PLAN-1ST FLOOR
Proj Arch:
Drawn:
Author Scale:
Checker Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1/4" = 1'-0"
MD-151
A
3/2/2016 3:56:30 PM
B
B
1
2
3
4
5
6
7
8
9
10
12
11
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
NEW WORK KEYNOTES
FD 7
N
32x24
5
T
16x8
24x12
1
S-1
480CFM
CORRIDOR NIC
M
16ø
7
263
EXISTING DUCTWORK TO REMAIN. (TYPICAL)
2.
PROVIDE NEW SUPPLY DIFFUSER. FOR TYPE AND SIZE REFER TO AIR DEVICE SCHEDULE. TAB
CONTRACTOR TO BALANCE DIFFUSER FOR TAGGED CFM. (TYPICAL)
3.
TAB CONTRACTOR TO BALANCE TO 1920 CFM.
4.
EXISTING RETURN AIR GRILLE TO REMAIN.
5.
PROVIDE NEW PROGRAMMABLE THERMOSTAT WITH TAMPER RESISTANT COVER.
6.
PROVIDE NEW DUAL DUCT BOX.
7.
CONTRACTOR TO CHECK EXISTING FIRE DAMPER AND SERVICE OIL LEAKAGE AND REPLACE
FUSEABLE LINK.(TYPICAL)
7 FD
4
FD
1.
CORRIDOR NIC
6
EDV-1
3
14ø
263
S-1
480CFM
N
M
2
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
26x13
License #44138
Expiration Date
June 09, 2017
L
15x7
16ø
15x7
EXTERIOR
COURTYARD NIC
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
EXTERIOR
COURTYARD NIC
L
1
K
S-1
480CFM
S-1
480CFM
ROTC
2
PARKDALE HIGH SCHOOL
5
14ø
STORAGE 5S NIC
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
1
12ø
5S
6
EDV-1
3
H
26x13
S-1
480CFM
S-1
480CFM
1
2
STORAGE 7S NIC
G
7S
15x7
15x7
ROTC
7
F
9ø
EXTERIOR
COURTYARD NIC
10ø
26x18
S-1
480CFM
S-1
480CFM
Project Title:
EXTERIOR
COURTYARD NIC
Secondary School Reform PSC No. 16.177.15 6001 Good Luck
Road, Riverdale, MD
Owner:
26x18
K
J
H
G
F
2
E
E
NORTH
EXISTING
BUILDING
FD
7
AREA
OF
NEW
WORK
TYPE1
D
7ø
18x8
TYPE1
D
7
24x12
FD
6ø
4
T
1ST FLOOR
5
2ND FLOOR
KEY PLAN
C
No.
1
2
1
M-151
Description
Date
DD/CD/Permit Submission
CD/BID SUBMISSION
C
2/18/2016
3/02/2016
FIRST FLOOR DUCTWORK PLAN - MECHANICAL
SCALE: 1/4" = 1'-0"
MECHANICAL
DUCTWORK
PLAN-1ST FLOOR
Proj Arch:
Drawn:
Author Scale:
Checker Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1/4" = 1'-0"
M-151
A
3/2/2016 3:56:29 PM
B
B
1
2
3
4
5
6
7
8
9
10
12
11
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
N
N
M
M
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
License #44138
Expiration Date
June 09, 2017
L
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
H
DUAL DUCT TERMINAL UNIT SCHEDULE
G
ROTC‐5
CLASSROOM
TOTAL
CFM
CAPACITY
2000
ROTC‐6
CLASSROOM
2000
ROOM TAG
LOCATION
12
PRIMARY
AIRFLOW
(CFM)
1425
12
1426
PRIMARY
INLET (IN)
BASIS OF DESIGN
VENTILATION
INLET (IN)
VENTILATION
(CFM)
NOISE
CRITERIA
MIN STATIC
PRESSURE DROP
MANUFACTURER
MODEL
4
575
575
0.01
TITUS
DEDV
1,2,3.
8
574
574
0.01
TITUS
DEDV
1,2,3.
REMARKS
Project Title:
NOTES:
1.
DIRECT DIGITAL CONTROL PACKAGE SUPPLIED BY TITUS INCLUDES DIRECT DIGITAL CONTROLLER, DAMPER ACTUATORS, AND FLOW TRANSDUCERS (ALL TESTED AND CALIBRATED.)
ROOM SENSOR IS OPTIONAL.
2.
MULTIPOINT CENTER AVERAGING INLET VELOCITY SENSOR. PLACEMENT MUST BE SPECIFIED BASED ON CONTROL SEQUENCE.
3.
MIN ∆PS IS THE STATIC PRESSURE DROP FROM THE UNIT INLET TO THE UNIT OUTLET WITH PRIMARY DAMPER FULL OPEN.
F
AIR DEVICE SCHEDULE
E
UNIT TAG
SERVICE
S‐1
SUPPLY
CFM RANGE MAX SP (IN WG) MAX NC NECK SIZE (IN)
0‐480
0.02
<10
14
SIZE
DEVICE TYPE
24X24
CEILING
DIFFUSER
BASIS OF DESIGN
MANUFACTURER
MODEL
TITUS
TMS
PARKDALE HIGH SCHOOL
K
REMARKS
Secondary School Reform PSC No. 16.177.15 6001 Good Luck
Road, Riverdale, MD
Owner:
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
L
K
J
H
G
F
1,2,3.
E
NOTES:
1. ALL SUPPLY DIFFUSERS SHALL BE PROVIDED WITH ADJUSTABLE PATTERN FOR VERTICAL AND HORIZONTAL DISCHARGE.
2. DIFFUSER SHALL BE CONSTRUCTED OF 24 GAUGE STEEL.
3. DIFFUSER SHALL BE TESTED IN ACCORDANCE WITH ANSI/ASHRAE STANDARD 70‐1991.
NORTH
EXISTING
BUILDING
D
D
1ST FLOOR
2ND FLOOR
KEY PLAN
C
No.
1
2
Description
DD/CD/Permit Submission
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
MECHANICAL
SCHEDULE
Proj Arch:
Drawn:
Author Scale:
Checker Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
12" = 1'-0"
M-651
A
3/2/2016 3:56:29 PM
B
B
6
7
8
9
10
GENERAL PLUMBING NOTES
P
ALL WORK SHALL BE IN ACCORDANCE WITH THE 2015 WSSC PLUMBING CODE AND THE AUTHORITY HAVING JURISDICTION.
2.
CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS OF EXISTING PIPES AND EQUIPMENT PRIOR TO STARING WORK.
3.
PROVIDE ISOLATION VALVES OR SERVICE STOPS FOR ALL PLUMBING FIXTURES.
4.
ALL WORK SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. COORDINATE PIPING INSTALLATION WITH NEW PARTITIONS AND CEILING
HEIGHTS.
WORK REQUIRED BELOW THE RENOVATED SPACE OR WITHIN A SPACE OCCUPIED BY A DIFFERENT TENANT SHALL BE COORDINATED AND SCHEDULED WITH
OWNER/LANDLORD PRIOR TO START OF WORK.
N
6.
ALL SANITARY DRAINAGE PIPING 3" AND LARGER SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/8" FALL PER 1'-0" OF RUN OTHERWISE NOTED.
7.
ALL SANITARY DRAINAGE PIPING 2" AND LESS SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/4" FALL PER 1'-0" OF RUN OTHERWISE NOTED.
8.
ALL STORM DRAINAGE PIPE SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/8" FALL PER 1'-0" OF RUN OTHERWISE NOTED.
9.
TEST HOT AND COLD WATER PIPING HYDROSTATICALLY AT PRESSURE OF 100 P.S.I. FOR A PERIOD OF (4) HOURS WITHOUT EVIDENCE OF PRESSURE LOSS
10.
CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS.
11.
MAKE FINAL CONNECTIONS AFTER FIXTURES AND EQUIPMENT ARE SET IN PLACE. ALL REQUIRED TRIM, FAUCETS AND MINOR ITEMS NECESSARY FOR A
COMPLETE FUNCTIONING INSTALLATION, SUCH AS STRAINERS, TRAPS, TAILPIECES, ESCUTCHEONS, ETC., SHALL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR IN ACCORDANCE WITH EQUIPMENT REQUIREMENTS. ALL FAUCETS TO BE HEAVILY CHROME-PLATED..
M
12.
TEST PIPING PRIOR TO INSTALLATION OF PIPE INSTALLATION. REMAKE ANY LEAKING JOINTS AND RETEST. "STOP LEAK" ADDITIVES SHALL NOT BE PERMITTED.
13.
AFTER FINAL TESTING FOR LEAKS, ALL NEW POTABLE WATER LINES SHALL BE THOROUGHLY FLUSHED BY THE PLUMBING CONTRACTOR TO REMOVE FOREIGN
MATERIAL. BEFORE PLACING THE SYSTEM IN SERVICE, CONTRACTOR SHALL ENGAGE A QUALIFIED SERVICE ORGANIZATION TO STERILIZE THE NEW WATER
LINES IN ACCORDANCE WITH APPLICABLE REGULATIONS. A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED TO THE OWNER.
14.
SUBMIT OPERATING AND MAINTENANCE MANUALS AND WARRANTY CERTIFICATES TO OWNER.
15.
THE CONTRACTOR SHALL NOT CORE DRILL CONCRETE SLABS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE STRUCTURAL ENGINEER AND THE
BUILDING OWNER AND SHALL X-RAY PRIOR TO ANY CORE DRILLING. X-RAYING AND CORE DRILLING SLABS SHALL BE SCHEDULED WITH THE BUILDING OWNER,
INCLUDE COSTS OF X-RAYING IN BID.
16.
CONTRACTOR ASSUMES RESPONSIBILITY FOR PROPER ARRANGEMENT OF PIPE, FIXTURES, ETC TO CONNECT APPROVED EQUIPMENT IN A PROPER AND
APPROVED MANNER. CONTRACTOR SHALL FOLLOW EQUIPMENT MANUFACTURER'S DETAILED INSTRUCTIONS AND THE CONTRACT DOCUMENTS. NOTIFY THE
ARCHITECT/ENGINEER BEFORE PROCEEDING WITH ALL WORK. NO EQUIPMENT INSTALLATION OR CONNECTIONS SHALL BE MADE IN A MANNER THAT VOIDS
THE MANUFACTURER'S WARRANTY.
L
17.
WATER HAMMER ARRESTERS SHALL BE INSTALLED IN FRONT OF ALL QUICK CLOSING VALVES SUCH AS MECHANICAL EQUIPMENT AND AUTOMATIC CLOTHES
WASHERS.
18.
CONTRACTOR SHALL REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND CUT SHEETS AS REQUIRED FOR INSTALLATION OF EQUIPMENT.
19.
ALL FLOOR DRAIN TRAP SEALS SHALL BE MAINTAINED BY AN APPROVED TRAP PRIMER.
GENERAL PLUMBING DEMOLITION NOTES
K
1.
WHERE EXISTING PLUMBING FIXTURES ARE INDICATED TO BE REMOVED, REMOVE EXISTING FIXTURE, TRIM, AND ALL ASSOCIATED PIPING AND HARDWARE.
REMOVE SERVICE BRANCHES BACK TO NEAREST MAIN AND CAP. DEAD LEGS SHALL NOT EXCEED 2'-0" IN LENGTH.
2.
CONDITION.
WHERE DEMOLITION WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO
PROCEEDING WITH DEMOLITION
4.
ALL REMOVED FIXTURES AND TRIM SHALL REMAIN THE PROPERTY OF THE OWNER AND THE CONTRACTOR SHALL STORE ON SITE OR REMOVE FROM SITE SAID
FIXTURES AS DIRECTED BY THE OWNER.
5.
J
AAV
ABV
AD
ADA
AFF
AP
ARCH
ASME
AIR ADMITTANCE VALVE
ABOVE
AREA DRAIN
AMERICAN DISABILITY ACT
ABOVE FINISHED FLOOR
ACCESS PANEL
ARCHITECTURAL
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASPE
ASSE
AMERICAN SOCIETY OF PLUMBING ENGINEERS
AMERICAN SOCIETY OF SANITARY ENGINEERS
BLDG
BLW
BTU
BTUH
BV
BUILDING
BELOW
BRITISH THERMAL UNIT
BRITISH THERMAL UNIT PER HOUR
BACKWATER VALVE
CFM
CLG
CO
CONT
CW
CUBIC FEET PER MINUTE
CEILING
CLEANOUTS
CONTINUATION
COLD WATER
DFU
DIA
DMR
DN
DWG
DWH
DRAINAGE FIXTURE UNIT
DIAMETER
DISTRIBUTED METER ROOM
DOWN
DRAWING
DOMESTIC WATER HEATER
E
EA
EQUIP
ET
ER
EXISTING
EACH
EQUIPMENT
EXPANSION TANK
EXISTING TO REMAIN
F
FD
FL
FS
FT
FM
WATER FILTER
FLOOR DRAIN
FLOOR
FLOW SWITCH
FEET
FORCE MAIN
GAL
GD
GCO
GPM
GALLON
GARBAGE DISPOSAL
GRADE CLEANOUTS
GALLONS PER MINUTE
HDPE
HP
HW
HWR
HPCW
HWSH
HIGH DENSITY POLYETHYLENE
HORSE POWER
HOT WATER SUPPLY
HOT WATER RETURN
HIGH PRESSURE COLD WATER
HOT WATER STORAGE/HEATER
THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION REQUIRED WITH SYSTEMS THAT MUST REMAIN IN SERVICE DURING CONSTRUCTION .WHERE
SYSTEMS MUST REMAIN IN SERVICE DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE MEANS AND METHODS OF ISOLATING THE SYSTEMS TO BE
REMOVED WITH THE SYSTEMS TO REMAIN IN SERVICE. MEANS AND METHODS SHALL INCLUDE TEMPORARY CAPS AND ISOLATION
VALVES.
IN
INV
W
H
G
F
MAXIMUM
THOUSAND BTU PER HOUR
MECHANICAL
MANUFACTURER
MINIMUM
MOUNTED
N
NIC
NO.
NC
NO
NEW
NOT IN CONTRACT
NUMBER
NORMALLY CLOSED
NORMALLY OPEN
OSD
OPEN SITE DRAIN
P
PDI
PH
PRV
PSI
PUMP
PLUMBING DRAIN INSTITUTE
PHASE (ELECTRICAL)
PRESSURE REDUCING VALVE
POUNDS PER SQUARE INCH
REF
RD
RPM
RWC
REFRIGERATOR
ROOF DRAIN
REVOLUTIONS PER MINUTE
RAIN WATER CONDUCTOR
SA
SAN
SF
SFU
SS
ST
STRUC
SHOCK ABSORBER
SANITARY/WASTE PIPE
SQUARE FEET
SUPPLY FIXTURE UNIT
STAINLESS STEEL
STORM WATER
STRUCTURAL
TEMP
TMV
TP
TW
TYP
TEMPERATURE
THERMOSTATIC MIXING VALVE
TRAP PRIMER TUBE
TEMPERED WATER
TYPICAL
UR
URINAL
VTR
VENT THRU ROOF
W
WC
WCO
WM
WTR
W/
W/O
WATT
WATER CLOSET
WALL CLEANOUTS
WATER METER
WATER
WITH
WITHOUT
17
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
EXISTING CW
P
EXISTING HW
EXISTING HWR
S
SANITARY WATER RISER DESIGNATION
1
G
EXISTING GAS
N
EXISTING SAN
ST
EXISTING VENT
STORM RISER DESIGNATION
1
ST
G
EXISTING STORM
DEMOLITION CW
GAS RISER DESIGNATION
1
DEMOLITION HW
EQPM
1
DEMOLITION HWR
EQUIPMENT DESIGNATION
DEMOLITION GAS
G
DEMOLITION SAN
REVISION NUMBER
1
M
DEMOLITION VENT
ST
POINT OF DEMOLITION
DEMOLITION STORM
NEW CW
POINT OF CONNECTION
NEW HW
X"
PIPE SIZE
X"
PIPE SIZE/NOTE
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
NEW HWR
G
NEW GAS
License #44138
NEW SAN
2
NEW VENT
DETAIL NUMBER
P2.01
WHERE THE DETAIL IS DRAWN
2
DETAIL NUMBER
ST
NEW STORM
ST
NEW STORM BELOW GROUND
ID
INDIRECT DRAINAGE PIPE
TP
TRAP PRIMER TUBE
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
PIPE VALVES AND ACCESSORIES
WHERE THE DETAIL IS DRAWN
P1.01 P2.01
Expiration Date
June 09, 2017
NEW SAN BELOW GROUND
DETAIL ANNOTATIONS
WHERE THE DETAIL REFERENCED
REDUCED PRESSURE ZONE BACKFLOW PREVENTER(ASSE1013)
DRAINS
AD
FD
ORD
RD
LOW PRESSURE COLD WATER
MAX
MBH
MECH
MFR
MIN
MTD
16
Architecture
Planning
Interior Design
DOMESTIC WATER RISER DESIGNATION
1
KILOWATT
LPCW
15
PIPE REPRESENTATION
ANNOTATIONS
INCH
INVERT
KW
14
PLUMBING SYMBOLS
DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES OR EQUIPMENT INDICATED TO REMAIN.WHERE
SURFACES MUST BE REMOVED TO COMPLETE DEMOLITION, THE CONTRACTOR SHALL REPLACE AND REPAIR THE SURFACES BACK TO THE ORIGINAL
3.
13
ABBREVIATIONS
1.
5.
12
11
BALL VALVE
CHECK VALVE
AREA DRAIN
DOUBLE CHECK VALVE BACKFLOW PREVENTER (ASSE 1015,1048)
FLOOR DRAIN
SOLENOID VALVE
OVER FLOW ROOF DRAIN
ROOF DRAIN
PRESSURE REDUCING VALVE
GD
GARAGE DRAIN
FCO
FLOOR CLEAN OUT
FS
TD
OSD
GATE VALVE
THERMOSTATIC MIXING VALVE
PLUG VALVE
FLOOR SINK DRAIN
BALANCING VALVE
TRENCH DRAIN
VACCUM RELIEF VALVE
OPEN SITE DRAIN
FUNNEL FLOOR DRAIN
BACKFLOW PREVENTER (ASSE 1024)
PUMP
MISCELLANEOUS
A
WATER HAMMER ARRESTOR
CO
HORIZONTAL CLEANOUT
WH
WALL HYDRANT
HB
GM
PRESSURE GAUGE
THERMOMETER GAUGE
HOSE BIB
A
GAS METER
M
WATER METER
F
WATER FILTER
AQUASTAT VALVE
STRAINER
VACCUM BREAKER
PIPE FITTINGS
TEMPERATURE AND PRESSURE RELIEF VALVE
REDUCER/INCREASER
TP
TRAP PRIMER
CAPPED CONNECTION
PIPE UNION
DIRT LEG
ELBOW TURNED UP
BREAK PIPE BELOW
ELBOW TURNED DOWN
TEE UP
TEE DOWN
L
K
J
Owner
5
Secondary School Reform PSC No. 16.177.15 6001 Good Luck
Road, Riverdale, MD
Owner:
4
PARKDALE HIGH SCHOOL
3
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
2
Project Title:
1
H
G
F
SHUT-OFF VALVE IN RISER
E
E
NOTE:
ALL SYMBOLS MAY NOT APPEAR ON THE DRAWINGS.
NORTH
EXISTING
BUILDING
NOTE:
ALL ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS.
D
D
DESIGN CRITERIA
2015
2015
2015
2015
2015
INTERNATIONAL BUILDING CODE
INTERNATIONAL PLUMBING CODE
INTERNATIONAL MECHANICAL CODE
INTERNATIONAL FUEL GAS CODE
WSSC PLUMBING CODE
SHEET LIST
Sheet Number
P051
PD150
AND LOCAL PRINCE GEORGE COUNTY PLUMBING REGULATIONS
1ST FLOOR
Sheet Name
PLUMBING LEGENDS, ABBREVIATIONS, AND NOTES
PLUMBING DEMO WORK - 1ST FLOOR
2ND FLOOR
KEY PLAN
C
No.
1
2
Description
DD/CD/Permit Submission
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
PLUMBING LEGENDS,
ABBREVIATIONS, AND
NOTES
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1/8" = 1'-0"
P051
A
3/2/2016 3:53:18 PM
B
B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
DEMOLITION KEY NOTES
P
1. REMOVE EXISTING DOUBLE COMPARTMENT SINK, FAUCET, TRAP AND STOP VALVES AND
OTHER ASSOCIATES APPURTENANCES, GAS OUTLET WITH SHUT-OFF COCK.
2. CAP COLD AND HOT WATER PIPES BACK TO MAIN, CAP SANITARY AND VENT PIPES BACK
TO MAIN LINES, THE GAS LINE SHALL BE REMOVED AND CAPPED AS CLOSE AS
POSSIBLE TO THE MAIN.
N
N
3. DEMOLISH THE FD AND CAP THE OPEN PIPE BELOW FLOOR SLAB.
M
M
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
License #44138
Expiration Date
June 09, 2017
L
1
2
1
5
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
3
STORAGE 5S NIC
H
EXTERIOR
COURTYARD NIC
G
STORAGE 7S NIC
F
Project Title:
3
ROTC
7
2
L
K
J
Owner
ROTC
2
Secondary School Reform PSC No. 16.177.15 6001 Good Luck
Road, Riverdale, MD
Owner:
K
PARKDALE HIGH SCHOOL
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
H
G
F
1
E
E
EXTERIOR
COURTYARD NIC
NORTH
2
1
EXISTING
BUILDING
AREA
OF
NEW
WORK
D
1ST FLOOR
D
2ND FLOOR
KEY PLAN
C
No.
1
2
B
PD150
DD/CD/Permit Submission
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
PLUMBING DEMO WORK - 1ST FLOOR
B
SCALE: NOT TO SCALE
PLUMBING DEMO
WORK - 1ST FLOOR
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
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As indicated
PD150
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3/2/2016 3:53:23 PM
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Description
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ELECTRICAL GENERAL NOTES
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Architecture
Planning
Interior Design
ABBREVIATIONS
ELECTRICAL SYMBOLS LIST
ELECTRICAL GENERAL DEMOLITION NOTES
(NOTE : ALL ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS.)
(STANDARD SYMBOLS ONLY, ALL SYMBOLS MAY NOT BE APPLICABLE TO THIS PROJECT)
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I. GENERAL:
2.
ELECTRICAL SYSTEMS SHALL BE GROUNDED PER ARTICLE 250 OF THE NATIONAL
ELECTRICAL CODE.
3.
CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING
CONSTRUCTION AND PRIOR TO COMPLETION OF CONSTRUCTION TO ALLOW SUFFICIENT
TIME FOR COORDINATION OF EXISTING BUILDING ACTIVITIES WITH THE CONSTRUCTION
WORK.
4.
THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST, ANY LABOR,
MATERIALS, SERVICES, APPARATUS, DRAWINGS IN ADDITION TO CONTRACT DOCUMENTS IN
ORDER TO COMPLY WITH ALL APPLICABLE LAWS, INDICATED AND/OR SPECIFIED.
6.
ALL MATERIALS AND WORK SHALL BE ACCORDING TO PROJECT SPECIFICATIONS.
7.
NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE
CLARIFICATION IS NECESSARY. PROVIDE THE NUMBER AND SIZE AS NECESSARY FOR THE
PROPER FUNCTION OF THE SYSTEM WHETHER SPECIFICALLY INDICATED ON PLAN OR NOT.
PROVIDE ACCESS PANELS FOR ALL INACCESSIBLE JUNCTION BOXES AS REQUIRED BY THE
N.E.C.
9.
CONTRACTOR TO COORDINATE ELECTRICAL WORK TO AVOID INTERFERENCE BETWEEN ALL
TRADES.
A.
DETERMINE INTERFERENCE BEFORE WORK IS FABRICATED OR INSTALLED. THE
CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL DETAILS OF WORK AND WORKING
CONDITIONS AND COORDINATE WORK DURING PRELIMINARY STAGES TO ENSURE ACTUAL
ERECTION WILL PROCEED WITHOUT INTERFERENCE. COORDINATION IS OF PARAMOUNT
IMPORTANCE AND NO REQUESTS FOR ADDITIONAL PAYMENT WILL BE CONSIDERED WHERE
REQUEST IS BASED ON INTERFERENCE.
C.
D.
E.
F.
D.
/
WHERE JOB CONDITIONS REQUIRE REASONABLE DEVIATIONS FROM CONTRACT
DOCUMENTS, MAKE DEVIATIONS WITHOUT ADDITIONAL COST TO OWNER, AFTER OBTAINING
APPROVAL OF ARCHITECT.
PROVIDE MAXIMUM PRACTICAL SPACE FOR OPERATION, REPAIR, REMOVAL, AND
TESTING OF ELECTRICAL EQUIPMENT. DEVIATIONS MAY BE MADE TO PROVIDE REQUIRED
ACCESSIBILITY PROVIDED THEY ARE APPROVED BY THE OWNERS OR THE ARCHITECTS.
KEEP CONDUITS, WIRE WAYS AND SIMILAR ITEMS AS CLOSE AS POSSIBLE TO CEILING,
WALLS AND COLUMNS IN ORDER TO TAKE UP MINIMUM AMOUNT OF SPACE. ALL WORK TO BE
IN STALLED IN A NEAT AND WORK MAN LIKEMANNER.
WALL-MOUNTED SIMPLEX/DUPLEX/QUAD RECEPTACLE. 20A/125V/2P/3W (GROUNDED)
NEMA 5-20R.
/
ALL COMPONENTS ASSOCIATED WITH SYSTEMS AND EQUIPMENT TO BE REMOVED OR RELOCATED
MAY NOT BE SPECIFICALLY INDICATED. REMOVE ALL ASSOCIATED ELECTRICAL COMPONENTS,
HANGERS, WIRING, CABLING, CONDUIT, BOXES, DEVICES AND ALL OTHER ITEMS RELATED TO
EQUIPMENT AND MATERIALS WHICH ARE INDICATED TO BE REMOVED OR RELOCATED. REMOVE ALL
WIRING/CONDUIT BACK TO THE SOURCE IN EXISTING CIRCUITS WHICH ARE BEING DEMOLISHED.
UNLESS SPECIFICALLY INDICATED, NO EQUIPMENT, MATERIALS OR ASSOCIATED COMPONENTS
SHALL BE ABANDONED IN PLACE.
GFI
WP
/
WALL/FLOOR MOUNTED SPECIAL PURPOSE OUTLET
/
FLUSH MOUNTED COMBINATION DUPLEX/QUADRUPLEX POWER AND TELE-DATA-AV POKE THRU OUTLET.
COORDINATE POKE THRU FINISH, EXACT LOCATION AND REQUIREMENTS WITH ARCHITECT AND
COMMUNICATION VENDOR.
CR
: INDICATES RECEPTACLE FOR CRITICAL POWER
/
RECESSED CEILING MOUNTED DUPLEX OR QUAD NEMA 5-20R RECEPTACLE: 20A/125V/2P/3W
/
WALL-MOUNTED DUPLEX OR QUADRUPLEX TAMPER PROOF RECEPTACLE. 20A/125V/2P/3W (GROUNDED)
NEMA 5-20R.
II. DISPOSAL OF DEMOLITION:
CONTRACTOR SHALL CLEAN THE PROJECT SITE AT THE END OF EACH WORKING DAY.
CONTRACTOR SHALL NOTIFY BUILDING OWNER PRIOR TO DISPOSAL OF ALL DEMOLISHED
MATERIALS TO ALLOW THE OWNER TO SALVAGE ANY USABLE MATERIALS. AFTER INSPECTING
FROM THE OWNER'S REPRESENTATIVE ALL UNUSED MATERIALS SHALL BE REMOVED FROM THE
JOB SITE WITH DISPOSAL IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS AND REGULATIONS.
III. PROTECTION:
A.
SINGLE POLE TOGGLE SWITCH
PROTECT FROM DAMAGE ALL EXISTING WORK TO REMAIN. ANY EXISTING TO REMAIN
OR EXISTING TO BE RELOCATED MATERIALS AND EQUIPMENT DAMAGED DURING THE
COURSE OF THE WORK SHALL BE REPLACED WITH MATERIALS AND EQUIPMENT
CONFORMING TO THESE SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER.
CARE MUST TAKEN IN REMOVING ALL EXISTING MATERIALS.
B.
C.
3-WAY LIGHTING SWITCH
3
DUAL SWITCH (50% STEP DIMMING BALLAST)
3-WAY DUAL SWITCH (50% STEP DIMMING BALLAST)
3 3
IV. TERMINATION AND PATCHING:
A.
DUAL SWITCH (50% STEP DIMMING BALLAST) AND MOMENTARY CONTACT SWITCH
DMS
DISCONNECT EXISTING TO BE REMOVED OR EXISTING TO BE RELOCATED CONDUIT,
WIRING, CABLING, AND EQUIPMENT FROM EXISTING TO REMAIN POINT INDICATED. IF
NOT INDICATED ON THE PLANS, VERIFY WITH THE DESIGN ENGINEERS OR BUILDING
OWNER'S REPRESENTATIVE PRIOR TO DISCONNECTION.
DIMMER SWITCH
D
THE CONTINUITY OF ALL EXISTING CONDUITS AND FEEDERS SERVICING AREAS TO
REMAIN SHALL BE MAINTAINED. MODIFY THE EXISTING CIRCUITS IF REQUIRED IN
ORDER TO MAINTAIN THE EXISTING CIRCUITRY.
2
MS / MS
J / J / J
MD
S / S
20
#12
0-102
120
20
#10
HORSE POWER
IG
IT
INTERRUPTER ISOLATED GROUND
INFORMATION TECHNOLOGY
CEILING/WALL/FLOOR MOUNTED JUNCTION BOX
MD
: INDICATES MOTORIZED DAMPER
HD
: INDICATES HAND DRYER
S.N.
SM
SOW
SWBD
SOLID NEUTRAL
MOTOR THERMAL SWITCH CONTROL
SCOPE OF WORK
SWITCHBOARD
TEL.
T, XFMR
TYP
TELEPHONE
TRANSFORMER
TYPICAL
COMBINATION STARTER DISCONNECT SWITCH. TOP NUMBER INDICATES SWITCH RATING. BOTTOM NUMBER
INDICATES FUSED RATING. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E6.1 FOR SIZE.
V
VOLTS
W
WAP
WP
WATTS
WIRELESS ACCESS POINT
WEATHERPROOF
M
MOTOR - SEE FLOOR PLANS AND MECHANICAL SCHEDULE FOR RATING
T
DRY TYPE TRANSFORMER, SEE FLOOR PLANS AND POWER RISER FOR SIZE
Expiration Date
November 21, 2017
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
RELOCATED AT NEW LOCATION
REMOVE AND RELOCATE
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I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
License #29435
R
RR
UNIT HEATER
UNLESS OTHERWISE NOTED
M
480/277V ELECTRICAL PANEL
X
HOMERUN TO DESIGNATED PANEL "X". THE TEXT DENOTES PANELBOARD AND CIRCUIT
NUMBERS. SLASHES INDICATE NUMBER OF AWG CONDUCTORS IN CONDUIT
Military Science - Sheets - List
( ) DENOTES SEPARATE EQUIPMENT GROUND WIRE.
WIRING SHOWN WITHOUT ANY SLASH MARKS SHALL INCLUDE
2#12 AWG + 1#12 AWG G IN 3/4" EMT. PROVIDE EACH HOMERUN WITH
A DEDICATED NEUTRAL CONDUCTOR.
2
Sheet Number
E-051
E-052
E-054
ED-251
E-251
E-151
E-651
E-751
/
2
KEYED DRAWING NOTE
SPLIT CIRCUIT
W/ W
WIRE SIZE
(AWG TYP.)
120
HP
FLOOR MOUNTED DUPLEX OR QUAD RECEPTACLE.
CR
: INDICATES RECEPTACLE FOR CRITICAL POWER
: INDICATES A BI-LEVEL SWITCH
UNDERGROUND OR PLATFORM WIRING/CONDUIT
0-66
GROUND
GROUND FAULT INTERRUPTER
GROUND
N
120/208V ELECTRICAL PANEL
DEPENDING ON BRANCH CIRCUIT RUN LENGTH FROM PANELBOARD TO THE LAST
DEVICE ON THE BRANCH CIRCUIT, THE CONTRACTOR SHALL INCREASE THE BRANCH
CIRCUIT WIRE SIZE AS PER THE TABLE BELOW.
F
G, GND
GFI
GND
U.H.
U.O.N.
120V BRANCH CIRCUIT WIRING CONDUCTOR SIZE
AMPACITY (A)
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE ALARM TERMINAL CABINET
FULL LOAD AMPS
POLE
PHASE
PANEL
WALL/CEILING-MOUNTED SPEAKER.
15. COORDINATE WITH ARCHITECTURAL CASEWORK DRAWINGS. NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
VOLTAGE (V)
FAAP
FACP
FATC
F.L.A.
FUSIBLE DISCONNECT SWITCH. TOP NUMBER INDICATES SWITCH RATING. BOTTOM NUMBER INDICATES
FUSED RATING. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E6.1 FOR SIZE.
14. FOR ALL GENERATOR SYSTEMS CONTRACTOR TO PROVIDE BRANCH CIRCUIT WIRING AND
CONDUITS FOR ALL ASSOCIATED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT
LIMITED TO BLOCK HEATERS, STRIP HEATERS, BATTERY CHARGER AND CONTROL SYSTEMS
AS REQUIRED BY CONTRACT DOCUMENTS AND MANUFACTURERS REQUIREMENTS.
LENGTH (FEET)
EXISTING TO REMAIN
EQUIPMENT GROUND
DEVICE ON EMERGENCY CIRCUIT
ELECTRICAL METALLIC TUBING
ELECTRIC WATER COOLER
ELECTRIC WATER HEATER
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13. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL, PLUMBING AND OTHER
TRADES TO PROVIDE ALL EQUIPMENT ASSOCIATED WITH THEIR RESPECTIVE TRADES WITH
NECESSARY WIRING AND CONDUIT INFRASTRUCTURE FOR ALL SENSORS, AND CONTROL
SYSTEMS AS REQUIRED.
G
E, EX
EG
EM
EMT
EWC
EWH
P
PH
PNL
: INDICATES A BI-LEVEL SWITCH
NON-FUSIBLE DISCONNECT SWITCH. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E601
FOR SIZE.
12. ALL NEW SLAB PENETRATIONS MUST BE X-RAYED OR RADAR PRIOR TO CORE DRILLING.
OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO ANY CORE DRILLING.
EXISTING TO BE DEMOLISHED
DISCONNECT SWITCH
DISTRIBUTION PANEL
DRAWING
NEW
NATIONAL ELECTRICAL CODE
NON FUSED
NOT TO SCALE
WALL/CEILING MOUNTED VACANCY SENSOR SWITCH (DUAL TECHNOLOGY SENSOR). PROVIDE TIME
SETTING FOR 20 MINUTES OR AS DIRECTED BY ARCHITECT AND OWNER.
/
HD
D
DISCSW
DP
DWG
N
NEC
NF
NTS
2
PROVIDE ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT AS
REQUIRED BY THE N.E.C.
CONDUIT
CIRCUIT BREAKER
CONDENSATE PUMP
MAIN CIRCUIT BREAKER
MOTORIZED DAMPER
MAIN LUGS ONLY
MAIN DISTRIBUTION PANEL
WALL/CEILING MOUNTED OCCUPANCY SENSOR SWITCH (DUAL TECHNOLOGY SENSOR). PROVIDE TIME
SETTING FOR 20 MINUTES OR AS DIRECTED BY ARCHITECT AND OWNER.
VS / VS
C
CB
CP
MCB
MD
MLO
MDP
2
2
BREAKER
KILOVOLT-AMPS
KILOWATT
MOTOR RATED SWITCH WITH THERMAL OVERLOAD CURRENT PROTECTION
MOUNTED @ 44" TO BOTTOM OF SWITCH OR UNIT MOUNTED.
M
BRK
KVA
KW
KEY OPERATED SWITCH
K
AMPERE
ABOVE FINISHED FLOOR
AMERICAN WIRE GAUGE
JUNCTION BOX
TIMER SWITCH
T
A
AFF
AWG
J-BOX
DIMMER SWITCH AND MOMENTARY CONTACT SWITCH FOR ON-OFF
DMS
WHERE EXISTING FLOORS, WALLS AND ROOFS MUST BE CUT OR ARE DAMAGED
DURING REMOVAL OR RELOCATION OF ELECTRICAL WORK, PATCH THE CUT OR
DAMAGED AREAS TO MATCH ADJACENT CONSTRUCTION.
THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST, ANY LABOR,
MATERIALS, SERVICES, APPARATUS, AND DRAWINGS IN ADDITION TO CONTRACT
DOCUMENTS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, INDICATED AND/OR
SPECIFIED. PROVIDE ALL ELECTRICAL EQUIPMENT WITH ALL NECESSARY ASSOCIATED
ACCESSORIES AND CONDUIT INFRASTRUCTURE AS REQUIRED TO ENSURE A COMPLETE AND
OPERATIONAL SYSTEM AT NO ADDITIONAL COST TO OWNER.
: INDICATES GROUND FAULT INTERRUPTER
: INDICATES WEATHERPROOF OUTLET WITH PROTECTIVE COVER
WALL MOUNTED DUPLEX RECEPTACLE
ABANDON ALL CONDUITS WHICH ARE CONCEALED IN CONCRETE WALLS OR SLABS AND
REMOVE ALL WIRING/CABLES FROM ABANDONED CONDUITS BACK TO SOURCE.
11. REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION, ELEVATION, MOUNTING
HEIGHTS AND DETAILS OF ALL LIGHT FIXTURES AND DEVICES. REPORT ANY DISCREPANCIES
TO THE ARCHITECT IMMEDIATELY.
H
EXIT LIGHT FIXTURE
THE GENERAL EXTENT OF EXISTING ELECTRICAL WORK TO BE DISMANTLED AND REMOVED OR
RELOCATED IS INDICATED ON THE DRAWINGS.
10. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL
ADJOINING EXISTING BUILDINGS, EQUIPMENT, AND SPACE CONDITIONS ON WHICH HIS
WORK IS ANY WAY DEPENDANT FOR THE BEST WORKMANSHIP AND OPERATION ACCORDING
TO THE INTENT OF THE SPECIFICATIONS AND DRAWINGS. HE SHALL REPORT TO THE
ARCHITECT/ENGINEER ANY CONDITION WHICH MIGHT PREVENT HIM FROM INSTALLING HIS
EQUIPMENT IN THE MANNER SPECIFIED OR AS SHOWN IN CONTRACT DOCUMENTS TEN
BUSINESS DAYS PRIOR TO SUBMISSION OF BIDS. NO CONSIDERATION OR ALLOWANCE WILL
BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED MISUNDERSTANDING
OF MATERIALS TO BE FURNISHED OR WORK TO BE PERFORMED. THE CONTRACTOR SHALL
INCLUDE IN HIS BID PRICE ALL LABOR AND MATERIAL THAT MAY EFFECT HIS WORK.
J
2X4 EMERGENCY LED LIGHT FIXTURE
A.
8.
B.
C.
IF MATERIAL OR EQUIPMENT IS INSTALLED BEFORE IT IS APPROVED, THE CONTRACTOR
SHALL BE LIABLE FOR ITS REMOVAL AND REPLACEMENT AT NO ADDITIONAL CHARGE IF IN
THE OPINION OF THE ARCHITECT OR ENGINEER, THE MATERIAL OR EQUIPMENT DOES NOT
MEET THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS.
5.
L
K
B.
2X4 LED LIGHT FIXTURE
BEFORE SUBMITTING BID. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING
THE SITE TO VERIFY/EXAMINE THE EXACT EXTENT OF EXISTING CONDITIONS. NO CONSIDERATION
OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED
MISUNDERSTANDING OF WORK TO BE PERFORMED. THE CONTRACTOR SHALL INCLUDE IN HIS BID
PRICE ALL LABOR AND MATERIAL THAT MAY EFFECT HIS WORK.
WALL/CEILING MOUNTED WIRELESS ACCESS POINT (WAP)
WALL MOUNTED CLOCK
Sheet Name
ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES
ELECTRICAL SPECIFICATIONS
KEY PLAN & PARTIAL POWER RISER DIAGRAM
ELECTRICAL DEMOLITION PLAN - FIRST FLOOR
ELECTRICAL LIGHTING PLAN - FIRST FLOOR
ELECTRICAL POWER PLAN - FIRST FLOOR
ELECTRICAL SCHEDULES
ELECTRICAL DETAILS
GROUND BUS BAR
Project Title:
CONDUIT UP
CONDUIT DOWN
TWO HEAD BATTERY PACKS
ADA PUSH BUTTON
E
DS
DAY LIGHT SENSOR
TV
TELEVISION OUTLET
I
INTERCOM OUTLET
L
K
J
H
G
F
E
NORTH
DATA OUTLET
FLOOR MOUNTED DUPLEX OR QUAD RECEPTACLE
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Owner:
N
M
A.
PARKDALE HIGH SCHOOL
A.
B.
INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING
REGULATIONS, CODES, ETC.
LOCAL CODES AND ORDINANCES
THE EDITION OF THE NATIONAL ELECTRICAL CODE NFPA 70 (NEC) IN EFFECT.
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
1.
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
Prince George's County Public Schools
2
6001 Good Luck Road, Riverdale, MD
1
EXISTING
BUILDING
CEILING MOUNTED DATA OUTLET
SEE DETAIL 2 ON DWG. E-751 FOR MOUNTING HEIGHTS
D
D
1ST FLOOR
2ND FLOOR
KEY PLAN
C
No.
1
2
Description
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
ELECTRICAL LEGEND,
ABBREVIATIONS AND
NOTES
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
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SAIP16148
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1/8" = 1'-0"
E-051
A
3/2/2016 4:08:57 PM
B
B
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SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
1.2 CONDUCTOR MATERIAL APPLICATIONS
A. FEEDERS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER.
B. BRANCH CIRCUITS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND
LARGER, EXCEPT VFC CABLE, WHICH SHALL BE EXTRA FLEXIBLE STRANDED.
1.3 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS
A. SERVICE ENTRANCE: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY.
B. EXPOSED FEEDERS: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY.
C. FEEDERS CONCEALED IN CEILINGS, WALLS, PARTITIONS, AND CRAWLSPACES: TYPE THHN-2-THWN-2, SINGLE
CONDUCTORS IN RACEWAY.
D. FEEDERS CONCEALED IN CONCRETE, BELOW SLABS-ON-GRADE, AND UNDERGROUND: TYPE THHN-2THWN-2, SINGLE CONDUCTORS IN RACEWAY.
E. FEEDERS INSTALLED BELOW RAISED FLOORING: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY.
F. EXPOSED BRANCH CIRCUITS, INCLUDING IN CRAWLSPACES: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN
RACEWAY.
G. BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS: TYPE THHN-2-THWN-2, SINGLE
CONDUCTORS IN RACEWAY.
H. BRANCH CIRCUITS CONCEALED IN CONCRETE, BELOW SLABS-ON-GRADE, AND UNDERGROUND:
TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY.
I. BRANCH CIRCUITS INSTALLED BELOW RAISED FLOORING: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN
RACEWAY.
J. CORD DROPS AND PORTABLE APPLIANCE CONNECTIONS: TYPE SO, HARD SERVICE CORD WITH STAINLESSSTEEL, WIRE-MESH, STRAIN RELIEF DEVICE AT TERMINATIONS TO SUIT APPLICATION.
K. VFC OUTPUT CIRCUITS: TYPE XHHW-2 IN METAL CONDUIT.
M
1.4 FIELD QUALITY CONTROL
A. TESTING: BY CONTRACTOR-ENGAGED AGENCY.
B. INFRARED SCANNING: FOR EACH SPLICE IN CABLES AND CONDUCTORS NO. 3 AWG AND LARGER.
L
SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
1.1 QUALITY ASSURANCE
A. QUALITY STANDARD FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT: UL 467.
1.2 PRODUCTS
A. INSULATED CONDUCTORS: COPPER WIRE OR CABLE.
B. BARE COPPER CONDUCTORS:
1. SOLID CONDUCTORS.
2. STRANDED CONDUCTORS.
3. TINNED CONDUCTORS.
4. STRANDED BONDING CONDUCTORS.
5. COPPER TAPE BRAIDED BONDING JUMPERS.
6. TINNED-COPPER BRAIDED BONDING JUMPERS.
C. GROUNDING BUS: PREDRILLED RECTANGULAR COPPER BARS WITH STAND-OFF INSULATORS.
D. CONNECTORS: BOLTED AND EXOTHERMIC-WELDED TYPE.
E. GROUNDING ELECTRODES:
1. GROUND RODS: COPPER-CLAD STEEL, SECTIONAL TYPE.
K
J
H
1.2
A.
B.
C.
D.
E.
F.
G.
H.
I.
1.1 MATERIALS
A. METAL CONDUITS, TUBING, AND FITTINGS:
1. GRC.
2. ARC.
3. PVC-COATED RIGID STEEL CONDUIT.
4. EMT.
5. FMC: ZINC-COATED STEEL.
6. LFMC.
7. FITTINGS:
a. CONDUIT FITTINGS FOR HAZARDOUS (CLASSIFIED) LOCATIONS.
b. EMT: STEEL, COMPRESSION TYPE.
c. EXPANSION FITTINGS.
d. PVC COATED.
B. NONMETALLIC CONDUITS, TUBING, AND FITTINGS:
1. RNC.
2. HDPE.
3. FITTINGS: MATCH CONDUIT.
C. METAL WIREWAYS AND AUXILIARY GUTTERS: SHEET METAL WITH HINGED COVERS.
D. SURFACE METAL RACEWAYS: METAL, GALVANIZED STEEL, WITH SNAP-ON COVERS.
E. SURFACE NONMETALLIC RACEWAYS: TWO- OR THREE-PIECE, RIGID PVC.
F. BOXES, ENCLOSURES, AND CABINETS:
1. METAL OUTLET AND DEVICE BOXES: ALUMINUM.
2. NONMETALLIC OUTLET AND DEVICE BOXES.
3. METAL FLOOR BOXES: CAST METAL, FULLY ADJUSTABLE.
4. NONMETALLIC FLOOR BOXES: NON-ADJUSTABLE, ROUND.
5. LUMINAIRE OUTLET BOXES: NONADJUSTABLE, DESIGNED FOR ATTACHMENT OF LUMINAIRE WEIGHING 50
LB.
F
SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS
SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
G
SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING
1.1 MATERIALS
A. SLEEVES:
1. CAST-IRON PIPE.
2. GALVANIZED-STEEL SHEET FOR CONDUITS PENETRATING NON-FIRE-RATED GYPSUM-BOARD
ASSEMBLIES.
3. GALVANIZED-STEEL SHEET FOR RECTANGULAR OPENINGS.
B. SLEEVE-SEALS:
1. EPDM RUBBER SEALING ELEMENTS.
2. CARBON-STEEL PRESSURE PLATES.
3. CARBON-STEEL, WITH CORROSION-RESISTANT COATING CONNECTING BOLTS AND NUTS.
C. HYDRAULIC-CEMENT GROUT.
D. SILICONE SEALANTS:
1. SINGLE-COMPONENT, SILICONE-BASED, NEUTRAL-CURING ELASTOMERIC SEALANT.
2. MULTICOMPONENT, SILICONE-BASED LIQUID ELASTOMERIC NONSHRINKING FOAM.
1.1 QUALITY ASSURANCE
A. COMPLY WITH ANSI A13.1 AND IEEE C2.
1.2 PRODUCTS
A. SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS:
1. STEEL SLOTTED SUPPORT SYSTEMS WITH METALLIC COATINGS.
2. NONMETALLIC SLOTTED SUPPORT SYSTEMS.
3. RACEWAY AND CABLE SUPPORTS.
4. STEEL CONDUIT AND CABLE HANGERS, CLAMPS, AND ASSOCIATED ACCESSORIES.
5. SUPPORT FOR NON-ARMORED CONDUCTORS AND CABLES IN VERTICAL CONDUIT RISERS.
6. STRUCTURAL STEEL FOR FABRICATED SUPPORTS AND RESTRAINTS.
7. MOUNTING, ANCHORING, AND ATTACHMENT COMPONENTS:
a. POWDER-ACTUATED FASTENERS.
b. MECHANICAL-EXPANSION ANCHORS.
c. CONCRETE INSERTS.
d. CLAMPS FOR ATTACHMENT TO STEEL STRUCTURAL ELEMENTS.
e. ALL STEEL, SPRINGHEAD TOGGLE BOLTS.
f. THREADED HANGER RODS.
B. FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES: WELDED OR BOLTED STEEL SHAPES.
C. CONCRETE BASES: 3000-PSI, 28-DAY COMPRESSIVE-STRENGTH CONCRETE.
E
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1.2 RACEWAY APPLICATION
A. OUTDOORS:
1. EXPOSED: GRC.
2. CONCEALED, ABOVEGROUND: GRC.
3. UNDERGROUND: RNC, TYPE EPC-40-PVC, CONCRETE ENCASED.
4. CONNECTION TO VIBRATING EQUIPMENT: LFMC.
5. BOXES AND ENCLOSURES, ABOVEGROUND: TYPE 4.
B. INDOORS:
1. EXPOSED, NOT SUBJECT TO PHYSICAL DAMAGE: EMT.
2. EXPOSED, NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT.
3. EXPOSED AND SUBJECT TO SEVERE DAMAGE: GRC.
4. CONCEALED: EMT.
5. CONNECTION TO VIBRATING EQUIPMENT: FMC, EXCEPT LFMC IN DAMP OR WET LOCATIONS.
6. DAMP OR WET LOCATIONS: GRC.
7. BOXES AND ENCLOSURES: TYPE 1, EXCEPT TYPE 4 STAINLESS STEEL IN INSTITUTIONAL AND
COMMERCIAL KITCHENS AND DAMP OR WET LOCATIONS.
C. MINIMUM RACEWAY SIZE: 3/4-INCH (21-MM) TRADE SIZE.
D. RACEWAY FITTINGS: COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND LOCATION.
1. RIGID AND INTERMEDIATE STEEL CONDUIT: THREADED RIGID STEEL CONDUIT FITTINGS.
2. PVC EXTERNALLY COATED, RIGID STEEL CONDUITS: FITTINGS LISTED FOR USE WITH THIS TYPE OF
CONDUIT.
3. EMT: COMPRESSION, STEEL FITTINGS.
4. FLEXIBLE CONDUIT: FITTINGS LISTED FOR USE WITH FLEXIBLE CONDUIT.
1.3 FIELD QUALITY CONTROL
A. GROUND RESISTANCE TESTING: BY CONTRACTOR-ENGAGED AGENCY.
1.1 PERFORMANCE REQUIREMENTS
A. RATED STRENGTH: MINIMUM STRUCTURAL SAFETY FACTOR OF FIVE TIMES THE APPLIED FORCE.
12
6. PADDLE FAN OUTLET BOXES: NONADJUSTABLE, DESIGNED FOR ATTACHMENT OF PADDLE FAN
WEIGHING 70 LB.
7. SMALL SHEET METAL PULL AND JUNCTION BOXES.
8. CAST-METAL ACCESS, PULL, AND JUNCTION BOXES.
9. BOX EXTENSIONS.
10. GANGABLE BOXES ARE ALLOWED.
11. HINGED-COVER ENCLOSURES: METAL.
12. CABINETS: GALVANIZED STEEL.
G. HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING: POLYMER CONCRETE WITH POLYMERCONCRETE FRAME AND COVER, PROTOTYPE TESTED FOR COMPLIANCE WITH SCTE 77.
1. CONFIGURATION: INTEGRAL CLOSED BOTTOM.
2. WEATHERPROOF COVER.
3. COVER LEGEND: "ELECTRIC.".
1.1 MATERIALS
A. CONDUCTORS AND CABLES:
1. CONDUCTORS: COPPER.
2. CONDUCTOR INSULATION: TYPE THHN-2-THWN-2.
3. MULTICONDUCTOR CABLE: METAL-CLAD CABLE, TYPE MC WITH GROUND WIRE.
4. VFC CABLE: TYPE TC-ER
N
11
PRODUCTS
POWER AND CONTROL RACEWAY IDENTIFICATION: PRETENSIONED, SNAP-AROUND ACRYLIC SLEEVES.
ARMORED AND METAL-CLAD CABLE IDENTIFICATION: HEAT-SHRINK PREPRINTED TUBES.
POWER AND CONTROL CABLE IDENTIFICATION: WRITE-ON TAGS OR SNAP-AROUND LABELS.
CONDUCTOR IDENTIFICATION: SNAP-AROUND LABELS OR WRITE-ON TAGS.
FLOOR MARKING TAPE: PRESSURE-SENSITIVE VINYL TAPE.
UNDERGROUND-LINE WARNING TAPE: PIGMENTED POLYOLEFIN.
WARNING LABELS AND SIGNS: BAKED-ENAMEL WARNING SIGNS.
INSTRUCTION SIGNS: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE PLASTIC.
EQUIPMENT IDENTIFICATION LABELS: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE PLASTIC.
SECTION 262416 - PANELBOARDS
1.1 QUALITY ASSURANCE
A. QUALITY STANDARDS: NEMA PB 1 AND NFPA 70.
1.2 PRODUCTS
A. GENERAL REQUIREMENTS FOR PANELBOARDS:
1. CONSTRUCTED TO WITHSTAND SEISMIC FORCES.
2. ENCLOSURES: FLUSH AND SURFACE MOUNTED.
a. INDOOR DRY AND CLEAN LOCATIONS: NEMA 250, TYPE 1.
b. OUTDOOR LOCATIONS: NEMA 250, TYPE 3R.
c. KITCHEN AREAS: NEMA 250, TYPE 4X, STAINLESS STEEL.
d. OTHER WET OR DAMP INDOOR LOCATIONS: NEMA 250, TYPE 4.
e. INDOOR LOCATIONS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NONCORROSIVE LIQUIDS: NEMA
250, TYPE 5.
f. FRONT: HINGED COVER.
g. DIRECTORY CARD.
3. INCOMING MAINS LOCATION: TOP AND BOTTOM.
4. PHASE, NEUTRAL, AND GROUND BUSES: COPPER.
a. OPTIONAL BUSES: EQUIPMENT GROUND, ISOLATED GROUND, AND EXTRA-CAPACITY NEUTRAL.
5. CONDUCTOR CONNECTORS: COMPRESSION-TYPE MAIN AND NEUTRAL LUGS.
a. OPTIONAL FEATURES: COMPRESSION-TYPE FEED-THROUGH LUGS, SUB-FEED LUGS, AND EXTRACAPACITY NEUTRAL LUGS.
6. SERVICE EQUIPMENT LABEL FOR PANELBOARDS INCORPORATING ONE OR MORE MAIN SERVICE
DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES.
7. PANELBOARD SHORT-CIRCUIT CURRENT RATING: FULLY RATED TO INTERRUPT SYMMETRICAL SHORTCIRCUIT CURRENT AVAILABLE AT TERMINALS.
B. PERFORMANCE REQUIREMENTS:
1. SURGE SUPPRESSION: FACTORY INSTALLED AS AN INTEGRAL PART OF INDICATED PANELBOARDS,
COMPLYING WITH UL 1449 SPD TYPE 1.
C. DISTRIBUTION PANELBOARDS:
1. MAINS: CIRCUIT BREAKER OR LUGS ONLY.
2. BRANCH OVERCURRENT PROTECTIVE DEVICES: BOLT-ON CIRCUIT BREAKERS.
D. LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS:
1. MAINS: CIRCUIT BREAKER OR LUGS ONLY.
2. BRANCH OVERCURRENT PROTECTIVE DEVICES: BOLT-ON CIRCUIT-BREAKER TYPE.
E. LOAD CENTERS: CIRCUIT-BREAKER OR LUGS-ONLY MAINS; PLUG-IN BRANCH CIRCUIT BREAKERS.
F. ELECTRONIC GRADE PANELBOARDS: BOLT-ON THERMAL-MAGNETIC CIRCUIT-BREAKER MAIN AND BRANCH
OVERCURRENT PROTECTIVE DEVICES, AND INTEGRALLY MOUNTED, WIRED-IN-STYLE, SOLID-STATE,
PARALLEL-CONNECTED, MODULAR SINE-WAVE TRACKING, SUPPRESSION AND FILTERING MODULE,
TRANSIENT VOLTAGE SUPPRESSION DEVICES.
1. ACCESSORIES:
a. FUSES RATED AT 200-KA INTERRUPTING CAPACITY.
b. FABRICATION USING BOLTED COMPRESSION LUGS FOR INTERNAL WIRING.
c. INTEGRAL DISCONNECT SWITCH.
d. REDUNDANT SUPPRESSION CIRCUITS.
e. REDUNDANT REPLACEABLE MODULES.
f. ARRANGEMENT WITH WIRE CONNECTIONS TO PHASE BUSES, NEUTRAL BUS, AND GROUND BUS.
g. LED INDICATOR LIGHTS FOR POWER AND PROTECTION STATUS.
h. AUDIBLE ALARM, WITH SILENCING SWITCH, TO INDICATE WHEN PROTECTION HAS FAILED.
i. FORM-C CONTACTS RATED AT 5 A AND 250-V AC, ONE NORMALLY OPEN AND ONE NORMALLY CLOSED,
FOR REMOTE MONITORING OF SYSTEM OPERATION.
j. FOUR-DIGIT, TRANSIENT-EVENT COUNTER SET TO TOTALIZE TRANSIENT SURGES.
2. PEAK SINGLE-IMPULSE SURGE CURRENT RATING: 120 KA PER MODE/240 KA PER PHASE.
3. MINIMUM SINGLE-IMPULSE CURRENT RATINGS, USING 8-BY-20-MIC.SEC. WAVEFORM:
a. LINE TO NEUTRAL: 70,000 A.
b. LINE TO GROUND: 70,000 A.
c. NEUTRAL TO GROUND: 50,000 A.
4. WITHSTAND CAPABILITIES: 12,000 IEEE C62.41, CATEGORY C3 (10 KA), 8-BY-20-MIC.SEC. SURGES WITH
LESS THAN 5 PERCENT CHANGE IN CLAMPING VOLTAGE.
5. PROTECTION MODES AND UL 1449 SVR FOR GROUNDED WYE CIRCUITS WITH 480Y/277 OR 208Y/120-V,
THREE-PHASE, FOUR-WIRE CIRCUITS:
a. LINE TO NEUTRAL: 800 V FOR 480Y/277 OR 400 V FOR 208Y/120.
b. LINE TO GROUND: 800 V FOR 480Y/277 OR 400 V FOR 208Y/120.
c. NEUTRAL TO GROUND: 800 V FOR 480Y/277 OR 400 V FOR 208Y/120.
14
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Architecture
Planning
Interior Design
G. DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES:
1. MOLDED-CASE CIRCUIT BREAKER: INTERRUPTING CAPACITY TO MEET AVAILABLE FAULT CURRENTS.
a. CIRCUIT BREAKERS: THERMAL-MAGNETIC OR ADJUSTABLE INSTANTANEOUS-TRIP TYPES.
b. FEATURES AND ACCESSORIES:
1) LUGS: COMPRESSION STYLE.
2) APPROPRIATE FOR APPLICATION: TYPE SWD FOR SWITCHING FLUORESCENT LIGHTING LOADS;
TYPE HID FOR FEEDING FLUORESCENT AND HIGH-INTENSITY DISCHARGE (HID) LIGHTING CIRCUITS.
3) GROUND-FAULT PROTECTION: INTEGRALLY MOUNTED RELAY AND TRIP UNIT.
4) COMMUNICATION CAPABILITY: CIRCUIT-BREAKER-MOUNTED COMMUNICATION MODULE.
5) SHUNT TRIP: 120-V TRIP COIL.
6) UNDERVOLTAGE TRIP: WITHOUT INTENTIONAL TIME DELAY.
7) AUXILIARY CONTACTS: ONE SPDT SWITCH.
8) KEY INTERLOCK KIT.
9) ZONE-SELECTIVE INTERLOCKING.
10) HANDLE PADLOCKING DEVICES AND CLAMPS.
c. AUXILIARY CONTACTS.
H. ACCESSORIES:
1. ACCESSORY SET INCLUDING TOOLS.
2. PORTABLE TEST SET.
1.3 FIELD QUALITY CONTROL
A. TESTING: BY CONTRACTOR-ENGAGED AGENCY.
B. TESTS: INFRARED SCANNING.
1.4 ADJUSTING
A. LOAD BALANCING.
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
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SECTION 262726 - WIRING DEVICES
1.1 PRODUCTS
A. RECEPTACLES: DUPLEX, 125 V, 20 A.
1. STRAIGHT BLADE: HOSPITAL GRADE, ISOLATED GROUND AND TAMPER RESISTANT.
2. GFCI: FEED THROUGH, DUPLEX AND HOSPITAL GRADE.
3. TVSS: VISUAL AND AUDIBLE ACTIVE INDICATION DUPLEX HOSPITAL GRADE.
4. HAZARDOUS (CLASSIFIED) LOCATION RECEPTACLES.
5. TWIST-LOCKING TYPE.
B. PENDANT CORD-CONNECTOR DEVICES WITH EXTERNAL CABLE GRIP.
C. CORD AND PLUG SETS.
D. TOGGLE SWITCHES: 120/277 V, 20 A.
1. PILOT-LIGHT SWITCHES.
2. KEY-OPERATED SWITCHES.
3. SINGLE-POLE, DOUBLE-THROW, MOMENTARY-CONTACT, CENTER-OFF SWITCHES.
4. KEY-OPERATED, SINGLE-POLE, DOUBLE-THROW, MOMENTARY-CONTACT, CENTER-OFF SWITCHES.
E. DECORATOR-STYLE DEVICES: SQUARE FACE, 125 V, 15 A.
1. TAMPER-RESISTANT CONVENIENCE RECEPTACLE.
2. TOGGLE SWITCHES.
3. LIGHTED TOGGLE SWITCHES.
F. RESIDENTIAL DEVICES:
1. TAMPER-RESISTANT CONVENIENCE RECEPTACLES.
2. FAN SPEED CONTROLS: SOLID STATE, WITH AUDIBLE FREQUENCY AND EMI/RFI FILTERS.
a. CONTINUOUSLY ADJUSTABLE SLIDER, 5 A.
b. THREE-SPEED ADJUSTABLE SLIDER, 1.5 A.
3. TELEPHONE OUTLET: SINGLE RJ-45.
4. COMBINATION TV AND TELEPHONE OUTLET: SINGLE RJ-45 AND COAXIAL CABLE CONNECTORS.
G. WALL-BOX DIMMERS:
1. MODULAR, FULL-WAVE, SOLID-STATE UNITS WITH SLIDER CONTROL.
a. INCANDESCENT: SOFT TAP OR OTHER QUIET SWITCH; EMI/RFI FILTER TO ELIMINATE INTERFERENCE.
ILLUMINATED WHEN "OFF."
b. FLUORESCENT: TRIM POTENTIOMETER FOR LOW-END DIMMING.
H. WALL PLATES:
1. MATERIAL FOR FINISHED SPACES: STEEL WITH BAKED ENAMEL.
2. MATERIAL FOR UNFINISHED SPACES: GALVANIZED STEEL.
3. MATERIAL FOR DAMP AND WET LOCATIONS: CAST ALUMINUM.
I. FLOOR SERVICE FITTINGS: MODULAR, DUAL SERVICE, WITH POWER RECEPTACLE AND VOICE AND DATA
COMMUNICATION OUTLET.
1. TYPE: FLUSH].
2. SERVICE PLATE: RECTANGULAR, BRASS.
3. VOICE AND DATA COMMUNICATION OUTLET: TWO MODULAR, KEYED, RJ-45 JACKS.
J. POKE-THROUGH ASSEMBLIES: BELOW-FLOOR JUNCTION BOX WITH MULTICHANNELED, THROUGH-FLOOR
RACEWAY/FIRESTOP AND DETACHABLE FLOOR SERVICE-OUTLET ASSEMBLY.
1. SERVICE-OUTLET ASSEMBLY: FLUSH TYPE.
2. SIZE: 4 INCHES.
K. MULTIOUTLET ASSEMBLIES: METAL RACEWAYS.
L. FINISHES:
1. CONNECTED TO NORMAL POWER SYSTEM: WHITE.
2. CONNECTED TO EMERGENCY POWER SYSTEM: RED.
3. TVSS DEVICES: BLUE.
4. ISOLATED-GROUND RECEPTACLES: ORANGE.
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
License #29435
Expiration Date
November 21, 2017
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
SECTION 265100 - INTERIOR LIGHTING
1.3 PRODUCTS
A. BALLASTS FOR LINEAR FLUORESCENT LAMPS:
1. GENERAL REQUIREMENTS FOR ELECTRONIC BALLASTS:
a. SOUND RATING: CLASS A.
b. TOTAL HARMONIC DISTORTION RATING: LESS THAN 10 PERCENT.
c. TRANSIENT VOLTAGE PROTECTION: CATEGORY A OR BETTER.
d. LAMP CURRENT CREST FACTOR: 1.7 OR LESS.
e. BF: 0.88 OR HIGHER.
f. POWER FACTOR: 0.95 OR HIGHER.
g. PARALLEL LAMP CIRCUITS: MULTIPLE LAMP BALLASTS CONNECTED TO MAINTAIN FULL LIGHT OUTPUT
ON SURVIVING LAMPS IF ONE OR MORE LAMPS FAIL.
2. ELECTRONIC PROGRAMMED-START BALLASTS FOR T5 AND T8 LAMPS:
a. LAMP END-OF-LIFE DETECTION AND SHUTDOWN CIRCUIT FOR T5 DIAMETER LAMPS.
b. AUTOMATIC LAMP STARTING AFTER LAMP REPLACEMENT.
3. ELECTROMAGNETIC BALLASTS: ENERGY SAVING, HIGH-POWER FACTOR, CLASS P, AUTOMATIC-RESET
THERMAL PROTECTION.
4. BALLASTS FOR LOW-TEMPERATURE ENVIRONMENTS:
a. TEMPERATURES 0 DEG F AND HIGHER: ELECTRONIC.
b. TEMPERATURES MINUS 20 DEG F AND HIGHER: ELECTROMAGNETIC.
5. RESIDENTIAL BALLASTS: ELECTRONIC, LOW-POWER FACTOR, CLASS B SOUND RATING, AND TOTAL
HARMONIC DISTORTION OF APPROXIMATELY 30 PERCENT.
6. BALLASTS FOR LOW ELECTROMAGNETIC-INTERFERENCE ENVIRONMENTS.
B. FLUORESCENT LAMPS:
1. T5 RAPID-START LAMPS, RATED 28 W MAXIMUM.
C. LIGHTING FIXTURE SUPPORT COMPONENTS.
Prince George's County Public Schools
P
6
L
K
J
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G
F
Owner:
5
6001 Good Luck Road, Riverdale, MD
4
PARKDALE HIGH SCHOOL
3
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
2
Project Title:
1
E
NORTH
EXISTING
BUILDING
D
1ST FLOOR
2ND FLOOR
KEY PLAN
C
No.
.
1
2
Description
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
ELECTRICAL
SPECIFICATIONS
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1/8" = 1'-0"
E-052
A
3/2/2016 4:08:58 PM
B
B
1
2
3
4
5
6
7
8
9
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11
12
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Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
N
N
12' - 0"
MAIN SWITCHBOARD
"MSB" (E)
M
M
NEW TRANSFORMER 'T-1MS
AND NEW PANEL '1MS''
3' - 0"
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
License #29435
MAIN TELEPHONE/DATA
EQUIPMENT(E)
L
Expiration Date
November 21, 2017
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
MAIN ELECTRICAL ROOM
L
ENLARGED PLAN
SEE 3/E-054
3
MAIN ELECTRICAL ROOM - MS
E-054
SCALE: 1/4" = 1'-0"
Prince George's County Public Schools
K
J
SECTION 1
SECTION 2
SECTION 3
SECTION 4
15KVA XFMR
480V DELTA 120/208V STAR
(ON 3" HOUSE
KEEPING PAD)
PANEL
"1MS"
60A MCB
120/208V
3PH, 4W
(N)
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
"MSB"
3000A
277/480V
3PH, 4W
(E)
(3)#10C +#10G IN 1"
C EMT CONDUIT
(4)#6C +#10G IN 1" C
EMT CONDUIT
"T-1MS"
(N)
H
FIRST FLOOR
4
E-054
PARTIAL POWER RISER DIAGRAM - MS
SCALE: NOT TO SCALE
G
MILITARY SCIENCE (MS)
ACADEMY
ENLARGED PLAN
SEE 1/E-151, 1/ED-251 & 1/E-251
6001 Good Luck Road, Riverdale, MD
1
PARKDALE HIGH SCHOOL
APPROXIMATE FEEDER ROUTING
FIELD VERIFY.
J
H
G
F
Owner:
Project Title:
F
K
E
E
NORTH
EXISTING
BUILDING
AREA
OF
NEW
WORK
D
1ST FLOOR
D
2ND FLOOR
KEY PLAN
C
#
1.
No.
KEY NOTES
1
PROVIDE A NEW 25A 3-POLE CIRCUIT BREAKER IN AVAILABLE SPACE IN SECT.-4
OF SWITCHBOARD 'MSB' TO FEED NEW TRANFORMER 'T-1MS' AND NEW PANEL
'1MS'. PROVIDE ALL BREAKER MOUNTING HARDWARE REQUIRED. (ITE #HF3-B025)
2
Description
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
KEY PLAN & PARTIAL
POWER RISER
DIAGRAM
A
1
2
KEY PLAN - 1ST FLOOR
E-054
E-054
SCALE: NOT TO SCALE
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
KEY PLAN - 2ND FLOOR - NO WORK
SCALE: NOT TO SCALE
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
As indicated
E-054
A
3/2/2016 4:08:58 PM
B
B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
CORRIDOR NIC
263
P
N
N
D
D
3
M
E
E
E
3
MEN'S TOILET
NIC
265
M
3
D
DEMOLITION GENERAL NOTES
3
D
D
3
D
1
D
ALL EXISTING DEVICES TO REMAIN SHALL BE PROTECTED FROM DAMAGE
THROUGHOUT THE CONSTRUCTION PROCESS.
3.
THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED.
4.
COORDINATE WITH ARCHITECT AND BUILDING ENGINEER FOR ALL LIGHT FIXTURES,
EXIT SIGNS AND DEVICES BEING DEMOLISHED WHICH ARE TO BE RETURNED TO
BUILDING OWNER FOR STORAGE.
5.
REFER TO MECHANICAL AND PLUMBING DEMOLITION DRAWINGS FOR EQUIPMENT
BEING DEMOLISHED. REMOVE ASSOCIATED DEVICES AND FEEDERS BACK TO
SOURCE OF SUPPLY.
6.
UNLESS OTHERWISE NOTED ON PLAN, IN THE SCOPE OF WORK AREA, ALL
ELECTRICAL DEVICES SHOWN WITH SUBSCRIPT LETTER "D" REPRESENT EQUIPMENT
TO BE DEMOLISHED, SUBSCRIPT LETTER "E" REPRESENT EXISTING EQUIPMENT TO
REMAIN, SUBSCRIPT LETTER "R" REPRESENT EQUIPMENT TO BE REMOVED AND
REINSTALLED AT NEW LOCATION.
D
E
ROTC
5
K
D
D
#
D
D
1.
3
J
D
D
D
BAND ROOM NIC
267
D
D
3
H
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
D
E
D
Expiration Date
November 21, 2017
STORAGE 5S NIC
5S
D
KEY NOTES
THE EXISTING LIGHTING FIXTURES & SWITCHING SHALL BE REMOVED AND
REPLACED WITH NEW. CONTRACTOR SHALL FIELD TRACE THE EXACT POWER
SOURCE FOR THE EXISTING LIGHTING FIXTURES. DISCONNECT AND REMOVE THE
EXISTING LIGHTING FIXTURE BRANCH CIRCUITRY TO THE EXISTING LIGHTING
FIXTURES, BACK TO THE EXISTING LOCAL LIGHTING SWITCH LOCATION. EXISTING
LIGHTING SWITCH SHALL BE REUSED TO SWITCH NEW LIGHTING FIXTURES.
2.
EXISTING ACOUSTIC CEILING TO BE DEMOLISHED IN SCOPE OF WORK AREA.
COORDINATE WITH ARCHITECT FOR THE EXTENT OF DEMOLITION.
3.
REMOVE EXISTING DEVICE AND WIRING BACK TO NEAREST ACTIVE JUNCTION BOX
OR SOURCE. INSTALL A BLANK COVER AT EXISTING JUNCTION BOX LOCATION.
3
3
EXTERIOR
COURTYARD NIC
TEACHER'S
LOUNGE NIC
266
D
E
3
E
3
3
STORAGE 7S NIC
7S
G
D
D
D
D
D
D
D
D
D
3
6001 Good Luck Road, Riverdale, MD
D
E
2
2.
FA
D
S
D
REFER TO DRAWING E-051 FOR ELECTRICAL GENERAL NOTES, GENERAL DEMOLITION
NOTES,LEGEND AND ABBREVIATIONS.
License #29435
D
L
1.
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
D
3
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
Prince George's County Public Schools
D
PARKDALE HIGH SCHOOL
D
E
E
D
D
D
D
E
2
EXTERIOR
COURTYARD NIC
D
D
E
K
J
H
G
F
Owner:
1
S
D
E
FA
F
Project Title:
ROTC
7
L
NORTH
ROOM NIC
268
3
D
D
D
D
EXISTING
BUILDING
3
AREA
OF
NEW
WORK
3
D
D
D
D
D
D
D
D
3
3
D
D
1ST FLOOR
ROOM NIC
269
3
E
E
E
KEY PLAN
CORRIDOR NIC
264
C
2ND FLOOR
No.
1
2
Description
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
1
ED-251
ELECTRICAL
DEMOLITION PLAN FIRST FLOOR
ELECTRICAL DEMOLITION PLAN - FIRST FLOOR
SCALE: 1/4" = 1'-0"
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
As indicated
ED-251
A
3/2/2016 4:09:03 PM
B
B
3
4
5
6
7
8
9
10
11
12
13
14
15
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17
Architecture
Planning
Interior Design
POWER GENERAL NOTES
P
1.
REFER TO DRAWING E-051 FOR ELECTRICAL GENERAL NOTES, LEGENDS,
ABBREVIATIONS. REFER DRAWING E-651 FOR ELECTRICAL SCHEDULES.
2.
REFER TO ARCHITECTURAL DRAWINGS, ELEVATION AND DETAILS FOR
EXACT LOCATION, MOUNTING HEIGHTS, AND ADDITIONAL INFORMATION
PRIOR TO ROUGH-IN WORK.
3.
REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT
MECHANICAL AND PLUMBING EQUIPMENT LOCATIONS.
4.
THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE
MAINTAINED. PROVIDE NEW BRANCH CIRCUIT WIRING AS SHOWN TO
ACCOMMODATE FOR NEW CONSTRUCTION.
N
E
MEN'S TOILET
NIC
265
CIRCUIT NUMBER IS FOR IDENTIFICATION PURPOSE ONLY. THE ACTUAL
CIRCUIT NUMBER IN EXISTING PANEL MAY VARY DEPENDING UPON THE
AVAILABLE SPARES THAT ARE CREATED BY DEMOLITION WORK.
6.
UNLESS OTHERWISE NOTED, IN THE SCOPE OF WORK AREA, ALL
ELECTRICAL DEVICES EITHER SHOWN WITH A SUBSCRIPT LETTER "N" OR
WITHOUT ANY SUBSCRIPT ARE NEW TO BE PROVIDED.
7.
ALL NEW DATA OUTLET LOCATIONS AND RACEWAYS TO NEW DATA OUTLET
LOCATIONS ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. ALL NEW
DATA WIRING IS TO BE PROVIDED AND COORDINATED BY THE OWNER.
7
1MS
M
#
M
KEY NOTES
T-1MS
+2" AFF
+46" AFF
PROVIDE RECEPTACLE FOR SMARTBOARD. COORDINATE WITH TECHNOLOGY
CONSULTANT/ARCHITECT FOR EXACT LOCATION, MOUNTING HEIGHT AND
CONNECTION REQUIREMENTS PRIOR TO ROUGH IN.
2.
SHORT THOW PROJECTOR ON WALL WITH SMARTBOARD. COORDINATE WITH
TECHNOLOGY CONSULTANT/ARCHITECT DRAWINGS FOR EXACT LOCATION,
MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH IN.
3
3
L
1.
4
3.
E
FA
9
1
+90" AFF
ROTC
5
4.
PROVIDE POWER IN TEACHERS WARDROBE. COORDINATE WITH TECHNOLOGY
CONSULTANT/ARCHITECT DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT
AND CONNECTION REQUIREMENTS PRIOR TO ROUGH IN.
5.
PROVIDE POWER IN IT CLOSET. COORDINATE WITH TECHNOLOGY
CONSULTANT/ARCHITECT DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT
AND CONNECTION REQUIREMENTS PRIOR TO ROUGH IN.
6.
PROVIDE NEW ENERGY EFFECIENT 15KVA, 480V DELTA > 120V/208V Y
TRANSFORMER 'T-1MS', ON 3" RAISED CONCRETE HOUSE KEEPING PAD (SQUARED #EE30T3HF OR EQUAL BY SEIMENS OR GE)
7.
PROVIDE NEW 60A, 120/208V, 3-PHASE 4-WIRE, 30-SPACE, 14KAIC, NEMA-1,
PANELBOARD '1MS', SURFACE - MOUNTED TO EXISTING WALL SPACE. (SQUARE-D
NQOB OR EQUAL BY SEIMENS OR GE)
8.
UNLESS OTHERWISE NOTED, ALL OUTLETS IN THIS ROOM ARE TO BE
FED FROM PANEL 1MS. THE NUMBER NEXT TO THE DEVICE
INDICATES THE CIRCUIT NUMBER FROM THAT PANEL.
9.
RELOCATE EXISTING SPEAKER AS REQUIRED. COORDINATE WITH NEW TEACHING
WALL.
7
2
K
E
3
8
E
P P
J
E
BAND ROOM NIC
267
Expiration Date
November 21, 2017
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
E
E
E
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
License #29435
STORAGE 5S NIC
5S
+46" AFF
3
E E
5
1
EXTERIOR
COURTYARD NIC
TEACHER'S
LOUNGE NIC
266
1
H
2
+2" AFF
E
2
E
E
5
E
E
3
+46" AFF
P P
STORAGE 7S NIC
7S
E
E
J
G
ROTC
7
S
9
EXTERIOR
COURTYARD NIC
6
+90" AFF
8
2
E
4
H
G
F
8
+2" AFF
+46" AFF
ROOM NIC
268
J
FA
3
K
Owner:
1
Project Title:
F
L
S
5
UNLESS OTHERWISE SPECIFICALLY SHOWN OR NOTED, ALL EXISTING DEVICES
AND WIRING IN THIS LOCATION ARE EXISTING TO REMAIN. CONTRACTOR SHALL
ENSURE THAT THE CONTINUITY OF POWER TO DEVICES WHICH ARE EXISTING TO
REMAIN IS MAINTAINED AT ALL TIMES.
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
PARKDALE HIGH SCHOOL
6
P
N
5.
E
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
Prince George's County Public Schools
2
6001 Good Luck Road, Riverdale, MD
1
E
4
NORTH
4
EXISTING
BUILDING
AREA
OF
NEW
WORK
D
D
ROOM NIC
269
E
E
E
1ST FLOOR
2ND FLOOR
KEY PLAN
C
No.
1
2
Description
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
B
B
E-151
ELECTRICAL POWER PLAN - FIRST FLOOR
SCALE: 1/4" = 1'-0"
ELECTRICAL POWER
PLAN - FIRST FLOOR
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
As indicated
E-151
A
3/2/2016 4:08:59 PM
2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
CORRIDOR NIC
263
LIGHTING GENERAL NOTES
N
E
E
E
1.
REFER TO DRAWING E-051 FOR ELECTRICAL GENERAL NOTES, LEGENDS,
ABBREVIATIONS. REFER DRAWING E-651 FOR ELECTRICAL SCHEDULES.
2.
GANG ALL SWITCHES, IF THERE ARE MORE THAN ONE AT THE SAME LOCATION, IN
ONE BOX/COVER PLATE.
3.
SEE ARCHITECTURAL DRAWINGS, ELEVATION AND DETAILS FOR EXACT LOCATION,
MOUNTING HEIGHTS, AND ADDITIONAL INFORMATION PRIOR TO ROUGH-IN WORK.
4.
MEN'S TOILET
NIC
265
5.
(A)
M
(A)
(A)
6.
P
N
THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED.
PROVIDE NEW BRANCH CIRCUIT WIRING AS SHOWN TO ACCOMMODATE FOR NEW
CONSTRUCTION.
AT THE COMPLETION OF CONSTRUCTION, CLEAN LENSES AND REFLECTORS OF
ALL LIGHTING FIXTURES IN CONTRACT AREAS SO AS TO RENDER THEM FREE OF
ANY MATERIAL, SUBSTANCE OR FILM FOREIGN TO THE FIXTURES. BLEMISHED,
DAMAGED OR UNSATISFACTORY FIXTURES SHALL BE REPLACED IN A
SATISFACTORY MANNER.
M
UNLESS OTHERWISE NOTED, IN THE SCOPE OF WORK AREA, ALL ELECTRICAL
DEVICES EITHER SHOWN WITH A SUBSCRIPT LETTER "N" OR WITHOUT ANY
SUBSCRIPT ARE NEW TO BE PROVIDED.
#
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
KEY NOTES
License #29435
(A)
2.
PROVIDE NEW 2X2 LIGHT FIXTURES WITH 3 - 24W T5HO LAMP.
3.
ALL NEW LIGHTING FIXTURES SHALL BE RECIRCUITED BACK TO EXISTING LIGHT
SWITCHES. NEW LIGHTING INSTALLATION SHALL BE CONTROLLED AND
OPERATE, AS WAS PREVIOUSLY FUNCTIONING BEFORE REPLACEMENT, UNLESS
OTHERWISE NOTED.
4.
PROVIDE ADDITIONAL DAYLIGHTING CONTROL THAT MEETS THE REQUIRED
STIPULATED IN THE IECC - C405.2.1 & C405.2.1.1.
1
(TYP.)
(A)
(A)
3
ROTC
5
4
(A)
(A)
BAND ROOM NIC
267
(A)
STORAGE 5S NIC
5S
(TYP.)
2
EXTERIOR
COURTYARD NIC
(B)
(B)
(B)
TEACHER'S
LOUNGE NIC
266
EXTERIOR
COURTYARD NIC
H
(B)
(B)
(B)
STORAGE 7S NIC
7S
2
(TYP.)
G
(A)
(A)
ROTC
7
TYPE 'A'
(TYP.)
(A)
(TYP.)
1
F
6001 Good Luck Road, Riverdale, MD
J
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
K
(A)
Expiration Date
November 21, 2017
PARKDALE HIGH SCHOOL
L
(A)
PROVIDE NEW 2X4 LIGHT FIXTURES WITH 3 - 28W T5 LAMP.
Prince George's County Public Schools
(A)
1.
3
4
E
(A)
K
J
H
G
F
Owner:
(A)
Project Title:
(A)
L
E
ROOM NIC
268
(A)
(A)
NORTH
(A)
EXISTING
BUILDING
AREA
OF
NEW
WORK
D
(A)
(A)
(A)
D
ROOM NIC
269
E
E
E
1ST FLOOR
CORRIDOR NIC
264
2ND FLOOR
KEY PLAN
C
No.
1
2
Description
Date
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
C
2/18/2016
3/02/2016
1
E-251
ELECTRICAL LIGHTING PLAN - FIRST FLOOR
ELECTRICAL
LIGHTING PLAN FIRST FLOOR
SCALE: 1/4" = 1'-0"
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
As indicated
E-251
A
3/2/2016 4:09:00 PM
B
B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
P
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
P
N
N
M
M
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
License #29435
Expiration Date
November 21, 2017
L
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
G
Prince George's County Public Schools
H
6001 Good Luck Road, Riverdale, MD
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
J
PARKDALE HIGH SCHOOL
K
K
J
H
G
F
Owner:
Project Title:
F
L
E
E
NORTH
EXISTING
BUILDING
D
D
1ST FLOOR
2ND FLOOR
KEY PLAN
C
No.
1
2
Description
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
ELECTRICAL
SCHEDULES
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
E-651
A
3/2/2016 4:09:02 PM
B
B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Architecture
Planning
Interior Design
P
NOTES:
1. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL LINE WHEREVER POSSIBLE.
2. REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX
MOUNTING HEIGHTS.
3. COORDINATE WITH ARCHITECT TO VERIFY ALL PROJECT SPECIFIC STANDARD DEVICE
MOUNTING HEIGHTS PRIOR TO INSTALLATION. ARCHITECTURAL DRAWINGS TO TAKE
PRECEDENCE OVER THE MOUNTING HEIGHTS LISTED IN THIS
DETAIL.
CEILING MOUNTED
SMOKE/HEAT DETECTOR
6" MINIMUM BELOW
FINISHED CEILING (NFPA 72)
TO EXIT DOOR
5' MAXIMUM
FIRE
TYPICAL WALL
MOUNTED LIGHT
FIXTURE AT 84"
ABOVE FINISHED
FLOOR IN
STAIRWELLS
M
FIRE
AUDIBLE/VISUAL
AND VISUAL ONLY
APPLIANCES
L RATING AT AMBIENT LESS THAN 1 CFM SQ FT
L RATING AT 400 F.
LESS THAN 1 CFM SQ FT
CENTERED ABOVE DOOR
(WHERE APPLICABLE)
MAGNETIC
DOOR HOLDER
NOTES:
1. WALL ASSEMBLY - THE FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL
BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL
U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE
DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL
STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL
STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24 IN. OC.
B. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS
REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IN WOOD
STUD WALLS IS 8 IN. MAX DIAM OF OPENING IN STEEL STUD WALLS IS 14 IN.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF
THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.
5"
SYNCHRONIZE MORE
THAN TWO APPLIANCES
IN ANY FIELD OR VIEW
DOOR WIDTH,
LESS 3"
96" MAXIMUM (NFPA)
FIRE
PHONE
JACK
90" MINIMUM
OTHER MOUNTING HEIGHTS
SHALL BE PERMITTED BY THE AHJ
PROVIDED IT MEETS THE SOUND
LEVEL OUTPUT REQUIRED
FINISHED WALL
80" MINIMUM
96" MAXIMUM
F RATINGS - 1 AND 2 HR
T RATING - 0 HR
WALL MOUNTED
SMOKE/HEAT
DETECTOR
EXIT
FIRE
AUDIBLE ONLY
APPLIANCES
12" (MAXIMUM)
80" (ADA)
80" MINIMUM (NFPA)
LIGHT SWITCH
FINISHED WALL
GFI RECEPTACLE
IN BATHROOM
FIRE ALARM
L
MANUAL
PULL
STATION 48" MAXIMUM (ADA)
42" MINIMUM (NFPA) 48"
48" MAXIMUM (NFPA)
TELEPHONE /
DATA OUTLET
ABOVE COUNTER
RECEPTACLE
90"
PULL DOWN
6" ABOVE COUNTER
OR 4" ABOVE BACKSPLASH
42"
FINISHED FLOOR
K
2
E-751
M
I certify that these documents were prepared or approved by
me and that I am a duly licensed engineer under the laws of
the State of Maryland.
License #29435
Expiration Date
November 21, 2017
2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED
WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN PIPE, CONDUIT OR TUBING AND
PERIPHERY OF OPENING SHALL BE A MIN 0 IN. (POINT CONTACT) TO A MAX 2 IN. PIPE,
CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE
FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER STEEL PIPE.
B. IRON PIPE - NOM 12 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING, NOM 6 IN.
DIAM (OR SMALLER) STEEL CONDUIT OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL
CONDUIT.
D. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER
TUBING.
E. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
18"
RECEPTACLE
OUTLET
TYPICAL DEVICE MOUNTING HEIGHTS -DETAIL
SCALE: NOT TO SCALE
The drawing and design shown here are the property of
The Lukmire Partnership, Inc. The reproduction, copying,
or use of the drawings or design without written consent is
prohibited. Any infringement will be subject to legal action.
3. FILL, VOID OR CAVITY MATERIAL* - CAULK - MIN 5/8 IN. THICKNESS OF FILL MATERIAL
APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 3/8 IN. DIAM
BEAD OF FILL MATERIAL APPLIED AT POINT CONTACT LOCATION AT THE PENETRANT/GYPSUM
BOARD INTERFACE ON BOTH SIDES OF WALL.
J
SECONDARY SCHOOL REFORM
MILITARY SCIENCE
PENETRATIONS THROUGH STRUCTURE SHALL MAINTAIN FIRE RESISTANCE AND COMPLY WITH
SECTION 713.4 OF THE IBC 2009. ALL ANNULAR SPACES BETWEEN RATED
STRUCTURE/ENCLOSURE SHALL BE FILLED WITH APPROVED MATERIAL COMPLYING WITH
REQUIREMENTS OF UL 1479.
3 1/8"
2 3/4"
3/4"
PANEL "XX"
1 1/2"
H
REINFORCED CONCRETE
5/32" DIA. HOLE
FED FROM PANEL "XXX"
F RATINGS - 2 HR
T RATING - 0 HR
1/2" LETTERS
(TYPICAL)
NOTES:
NOTES:
1. REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE REQUIREMENTS.
1. WHERE CONDUITS PASS THROUGH MASONRY OR CONCRETE WALLS OR FLOORS, THE ELECTRICAL
CONTRACTOR SHALL PROVIDE AND SET INDIVIDUAL GRC SLEEVES FOR EACH CONDUIT AND ALL OTHER WORK
UNDER HIS CHARGE, AS NECESSARY FOR PASSAGE OF ALL RACEWAYS. SLEEVES SHALL BE OF SUFFICIENT
SIZE TO PROVIDE 1/2" ANNULAR SPACE AROUND THE CONDUIT PASSING THROUGH THE FLOOR OR WALLS. ALL
OPENINGS SHALL BE SEALED, MADE SMOKE RESISTANT, AND TIGHT BY JHH. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE EXACT LOCATION OF SLEEVES PROVIDED UNDER THIS CONTRACT AND SHALL
COORDINATE ALL REQUIREMENTS FOR RACEWAY SLEEVES.
2. NAMEPLATE TO BE 1/16" THICK WHITE PLASTIC WITH BLACK CENTER LAMINATION. FACE SHALL BE WHITE,
ENGRAVED LETTERS SHALL BE BLACK.
G
3. SECURE NAMEPLATE TO SURFACES WITH (2) FLAT HEAD BRASS SCREWS. ADHESIVE CEMENT SHALL
NOT BE ALLOWED.
3
2. WALL ASSEMBLY - MIN 6 IN. (152 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL
WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE
CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 25 IN. (635 MM).
NAME PLATE -DETAIL
E-751
P
N
PARKDALE HIGH SCHOOL
FOR CEILING HEIGHTS LESS THAN 86",
THE VISUAL LENS MOUNTING HEIGHT
SHALL BE WITHIN 6" OF THE CEILING
GYPSUM
WALLBOARD
CEILING
SCALE: NOT TO SCALE
SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR THE
NAMES OF MANUFACTURERS.
Prince George's County Public Schools
36" (MINIMUM)
6001 Good Luck Road, Riverdale, MD
A/C SUPPLY
OR RETURN DIFFUSER
N
2700 South Quincy Street
Suite 300
Arlinngton, VA 22206
703−998−0101
fax 703−998−7798
3. THROUGH PENETRANT - ONE METALLIC PIPE, TUBING OR CONDUIT TO BE INSTALLED
EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE
BETWEEN PIPES, TUBING OR CONDUITS AND PERIPHERY OF OPENING IS DEPENDENT UPON THE TYPE AND
MAX DIAM OF THE THROUGH PENETRANT AS TABULATED BELOW.
E
TYPE OF THROUGH
PENETRANT
D
MAX DIAM OF THROUGH
PENETRANT, IN. (MM)
Project Title:
PIPE, TUBING OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE
FOLLOWING TYPES AND SIZES OF METALLIC PIPES, TUBING OR CONDUITS MAY BE USED:
A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
D. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
E. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING,
NOM 6 IN. (152 MM) DIAM GALV STEEL CONDUIT OR NOM 1 IN. DIAM FLEXIBLE STEEL CONDUIT.
4 (102)
AS MENTIONED IN NOTE #1 ABOVE
STEEL TUBING OR CONDUIT
4 (102)
AS MENTIONED IN NOTE #1 ABOVE
STEEL CONDUIT
6 (152)
AS MENTIONED IN NOTE #1 ABOVE
STEEL OR IRON PIPE
24 (610)
AS MENTIONED IN NOTE #1 ABOVE
COPPER TUBING OR PIPE
6 (152)
AS MENTIONED IN NOTE #1 ABOVE
G
F
EXISTING
BUILDING
D
1ST FLOOR
PENETRATIONS THROUGH STRUCTURE SHALL MAINTAIN FIRE RESISTANCE AND COMPLY
WITH SECTION 713.4 OF THE IBC 2009. ALL ANNULAR SPACES BETWEEN RATED
STRUCTURE/ENCLOSURE SHALL BE FILLED WITH APPROVED MATERIAL COMPLYING WITH
REQUIREMENTS OF UL 1479.
2ND FLOOR
KEY PLAN
C
No.
1
E-751
H
NORTH
4. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL
MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT
CONTACT LOCATION BETWEEN THROUGH PENETRANT AND CONCRETE, A MIN 1/2 IN. DIAM
BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE/THROUGH PENETRANT
INTERFACE ON BOTH SURFACES OF WALL.
1
J
E
ANNULAR
SPACE, IN.
STEEL OR IRON PIPE
K
Owner:
F
L
THROUGH-PENETRATION FIRESTOP -DETAIL
2
SCALE: NOT TO SCALE
Description
DD/CD/PERMIT
SUBMISSION
CD/BID SUBMISSION
Date
C
2/18/2016
3/02/2016
ELECTRICAL DETAILS
Proj Arch:
Drawn:
Author Scale:
MRR Dwg. No.:
QC:
Project No.
A
SAIP16148
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1/8" = 1'-0"
E-751
A
3/2/2016 4:09:03 PM
B
B