1. No category

SITE MAP
VICINITY MAP
SITE
SITE
Elevator and Ramp Addition to:
PHOENIX CENTER
291 LOCUST AVE.
ANNAPOLIS, MD 21401
ASBESTOS VERIFICATION FORM
for:
DRAWING INDEX
Anne Arundel County Public Schools
Facilities Division
9034 Fort Smallwood Road
Pasadena, MD 21122
T1.0 COVER SHEET
ARCHITECTURAL
STRUCTURAL
A0.0 CODE REVIEW
A0.1 ARCHITECTURAL GENERAL NOTES &
ABBREVIATIONS
D1.1 DEMOLITION PLANS AND SECTION
A1.1 NEW WORK - FLOOR PLANS
A1.2 REFLECTED CEILING PLAN AND ROOF PLAN
A2.1 INTERIOR ELEVATIONS AND HOISTWAY
DIMENSIONS
A2.2 PARTIAL BUILDING SECTIONS
A2.3 SECTION DETAILS
A3.1 ADD ALTERNATE 1: EXTERIOR RAMP
A4.1 SCHEDULES
S1.0 GENERAL NOTES AND TYPICAL DETAILS
S1.1 ELEVATOR NEW WORK - PARTIAL PLANS
S3.1 ALTERNATE No.1: RAMP AND SLABON
GRADE PLAN
S4.1 SECTIONS
PERMIT SUBMISSION
MECHANICAL
M1.1 LEGEND ABBREVIATIONS, NOTES & DETAILS
M1.2 FLOOR PLAN NEW WORK
10 APRIL 2013
ELECTRICAL
ARCHITECTS
STRUCTURAL
Penza Bailey Architects
401 Woodbourne Avenue,
Baltimore, MD 21212
Tel: 410-435-6677
www.penzabailey.com
Columbia Engineering, Inc.
6210 Old Dobbin Ln., Suite 150
Columbia, MD 21045
Tel: 410-992-9970
www.columbiaengineering.com
E.1
E.2
E.3
E.4
ABBREVIATIONS, SYMBOLS, LIGHTING
FIXTURES SCHEDULE AND GENERAL NOTES
DEMOLITION AND LIGHTING PLAN - PIT,
FIRST & SECOND FLOORS
POWER & SPECIAL SYSTEMS PLAN - PIT,
FIRST & SECOND FLOORS
POWER PLAN - ELECTRICAL ROOM
M.E.P.
Sidhu Associates, Inc.
Executive Plaza 111, Suite 1000
11350 McCormick Road,
Hunt Valley, MD 21031
Tel:410.329.1115
www.sidhuai.com
COVER SHEET
T1.0
CODE ANALYSIS
CHAPTER 7
CHAPTER 8
PROJECT SUMMARY
INTERNATIONAL BUILDING CODE 2012 EDITION
1.
1.
1.
JURISDICTION: ANNE ARUNDEL COUNTY
2.
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2012 INTERNATIONAL MECHANICAL CODE
2011 NATIONAL ELECTRIC CODE
2012 INTERNATIONAL PLUMBING CODE
2006 NFPA 1
2006 NFPA 101
2012 INTERNATIONAL FUEL GAS CODE
CHAPTERS 16 & 17 OF THE ANNE ARUNDEL COUNTY
PLUMBING CODE, 1993
ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES ICC A117.1 - 2009 AND 2012 ADAAG.
CHAPTER 3
1. USE AND OCCUPANCY CLASSIFICATION
MAIN USE GROUP 'E' (IBC 305)
CHAPTER 5
1. ALLOWABLE HEIGHT AND BUILDING AREA FOR USE 'B' WITH
CONSTRUCTION TYPE 'III' B UNPROTECTED (IBC TABLE 503)
GROUP
E
E
2.
HEIGHT
55'-0"
45'-0"
STORIES
2
2
AREA _
19,888 S.F.
16,302 S.F.
(PERMITTED*)
(EXISTING))
*: AREA MODIFICATION AS PERMITTED ON SECTION 506.2 FRONTAGE INCREASE (IBC 2012) TO BE:
14,500 SQ.FT. x If = 14,500 SQ.FT. x 1.37 = 19,888 SQ.FT.
BEING If = [409'/658' -0.25] x
30
30
= 37% AREA INCREASE
CHAPTER 6
1. CONSTRUCTION TYPE TO BE 'III'' B (IBC 602.2 & TABLE 601)
2.
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (HOURS) (IBC
TABLES 601 & 602)
STRUCTURAL FRAME
BEARING EXT. WALL
BEARING INT. WALL
NONBEARING EXT. WALL & PART.
NONBEARING EXT. WALL & PART.
NONBEARING EXT. WALL & PART.
NONBEARING EXT. WALL & PART.
NONBEARING INT. WALL & PART.
FLOOR CONSTRUCTION
ROOF CONSTRUCTION
0-HR
2-HR
0-HR
1-HR
1-HR
0-HR
0-HR
0-HR
0-HR
0-HR
REQUIRED
REQUIRED
REQUIRED
REQUIRED (<5' DIST.)
REQUIRED (5'<10' DIST.)
REQUIRED (10'<30' DIST.)
REQUIRED (>30'' DIST.)
REQUIRED
REQUIRED
REQUIRED
SHAFT ENCLOSURE SHALL BE CONSTRUCTED AS FIRE BARRIER
(IBC 713.2)
2. SHAFT ENCLOSURE SHALL HAVE A FIRE-RESISTANCE RATING OF
NOT LESS THAN 1-HOUR WHEN CONNECTING LESS THAN 4 STORIES
(IBC 713.4)
3. SHAFT ENCLOSURE SHALL HAVE CONTINUITY IN ACCORDANCE
WITH SECTION 707.5 (IBC 713.5).
4. FIRE BARRIER SHALL EXTEND FROM THE TOP OF THE FOUNDATION
TO THE UNDERSIDE OF THE ROOF SHEATHING, SLAB OR DECK
ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE
BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE,
SUCH AS THE SPACE ABOVE A SUSPENDED CEILING (IBC 707.5).
5. OPENINGS IN SHAFT ENCLOSURE SHALL BE PROTECTED IN
ACCORDANCE WITH SECTION 716 AND SHALL BE SELF- OR
AUTOMATIC CLOSING BY SMOKE DETECTION (IBC 713.7).
6. AUTOMATIC-CLOSING DOORS INSTALLED IN THE FOLLOWING
LOCATIONS SHALL BE AUTOMATIC-CLOSING BY THE ACTUATION OF
SMOKE DETECTORS INSTALLED IN ACCORDANCE WITH SECTION
907.3, OR BY LOSS OF POWER TO THE SMOKE DETECTOR OR
HOLD-OPEN DEVICE. DOOR THAT ARE AUTOMATIC-CLOSING BY
SMOKE DETECTION SHALL NOT HAVE MORE THAN A 10-SECOND
DELAY BEFORE THE DOOR STARTS TO CLOSE AFTER THE SMOKE
DETECTOR IS ACTUATED (IBC 716.5.9.3).
7. A SHAFT ENCLOSURE THAT DOES NOT EXTEND TO THE UNDERSIDE
OF THE ROOF SHEATHING, DECK OR SLAB OF THE BUILDING SHALL
BE ENCLOSED AT THE TOP WITH CONSTRUCTION OF THE SAME
FIRE-RESISTANCE RATING AS THE TOPMOST FLOOR PENETRATED
BY THE SHAFT, BUT NOT LESS THAN THE FIRE-RESISTANCE RATING
REQUIRED FOR THE SHAFT ENCLOSURE (IBC 713.12).
8. AN ENCLOSED ELEVATOR LOBBY IS NOT REQUIRED (IBC 713.14.1).
9. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED
WALLS AND ROOF SHALL BE PROTECTED BY AN APPROVED
FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
REQUIRED FIRE-RESISTANCE RATING OF THE WALL. NO
FIRE-RESISTANT JOINT SYSTEM IS REQUIRED AT FLOORS WHERE
THE JOINT IS PROTECTED BY A SHAFT ENCLOSURE IN
ACCORDANCE WITH SECTION 713 (IBC 715.1).
10. A FIRE-RESISTANT JOINT SYSTEM SHALL BE TESTED IN
ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E 1966
OR UL 2079 (IBC 715.3).
2.
INTERIOR WALL & CEILING FINISH REQUIREMENT (IBC TABLE 803.5 NON SPRINKLERED):
INT. EXIT STAIRWAYS, RAMPS AND PASSAGEWAYS: CLASS 'A'
CORRIDORS:
CLASS 'B'
ROOMS AND ENCLOSED SPACES:
CLASS 'C'
CURTAINS, DRAPPERIES, HANGING AND OTHER DECORATIVE
MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL MEET
NFPA 701
CHAPTER 9
1. NO CHANGE TO THE FIRE PROTECTION SYSTEMS ARE PART OF
THIS PROJECT.
CHAPTER 10
1. NO CHANGE TO MEANS OF EGRESS ARE PART OF THIS PROJECT.
CHAPTER 30
1.
2.
3.
4.
5.
6.
EACH ELEVATOR CALL STATION ON ALL FLOORS, INSTRUCTING
OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE
ELEVATORS IN CASE OF FIRE (IBC 3002.3).
ELEVATOR SHALL BE PROVIDED WITH PHASE I EMERGENCY
RECALL OPERATION AND PHASE II EMERGENCY IN-CAR
OPERATION (IBC 3003.2).
ELEVATOR SHALL BE EQUIPPED TO OPERATE WITH A
STANDARDIZED FIRE SERVICE ELEVATOR KEY IN ACCORDANCE
WITH THE INTERNATIONAL FIRE CODE (IBC 3003.3).
HOISTWAY VENTING IS NOT REQUIRED (IBC 3004.1).
ELEVATOR CLOSET SHALL BE PROVIDED WITH AN INDEPENDENT
VENTILATION OR AIR-CONDITIONING SYSTEM TO PROTECT
AGAINST THE OVERHEATING OF THE ELECTRICAL EQUIPMENT (IBC
3006.2).
MACHINE ROOM OR CLOSET IS EXEMPTED OF FIRE BARRIER (IBC
3006.4)
HALL
SIGNALS
ELEVATOR
HOISTWAY
ENTRANCE
6. PROVIDE ADEQUATE SUPPORT AT ALL FASTENING POINTS OF EACH
ENTRANCE. PROVIDE PLUMB VERTICAL SURFACES FOR
ENTRANCES AND SILL SUPPORTS, ONE ABOVE THE OTHER, AND
SQUARE WITH THE HOISTWAY. FINISH FLOOR AND GROUT
BETWEEN DOORFRAMES TO SILL LINE. MRL - A HORIZONTAL
THE TOP LANDING TO SUPPORT THE DOORFRAME ASSEMBLY. IF
7. HOISTWAY BARRICADES AND SCREENING SHALL BE
CONSTRUCTED, MAINTAINED AND REMOVED.
8. PROVIDE AND INSTALL A FIXED VERTICAL IRON LADDER IN PIT.
LADDER WIDTH AND PIT WALL POCKET REQUIREMENTS SHALL BE
COORDINATED WITH ELEVATOR MANUFACTURER.
REACH RANGES
4'-0" MIN.
5'-0" MAX.
3'-6"
6'-0"
15" AFF
FINISH FLOOR
FRONT ELEVATION
3. PROVIDE A CLEAR PLUMB HOISTWAY WITH VARIATIONS FROM THE
5. PROVIDE ADEQUATE SUPPORT FOR THE TOP RAIL BRACKETS AT
LOCATIONS ABOVE THE TOP LANDING. PROVIDE SEPARATOR
BEAMS WHERE REQUIRED. UNLESS APPROVED BY ELEVATOR
MANUFACTURER, RAIL-BRACKET ATTACHMENT SUPPORTS MUST
BE EXPOSED AND FLUSH WITH THE CLEAR HOISTWAY LINE.
TACTILE
SIGNAGE ON
HOISTWAY
ENTRANCE,
BOTH JAMBS
48" AFF
2 15"
CALL
BUTTONS
STATION
HOISTWAY & PIT PREP/WORK
4. PROVIDE ADEQUATE RAIL BRACKET SUPPORTS, BRACKET SPACING
AS REQUIRED
EXISTING BUILDING:
USE GROUP: 'E'
CONSTRUCTION TYPE: IIB UNPROTECTED
BASEMENT AREA: UNKNOWN
1st FLOOR AREA: 16,302 SQ.FT.
2nd FLOOR AREA: 12,512 SQ.FT.
5.
TOTAL BUILDING AREA (EXCLUDING BASEMENT) 28,814
SQ.FT.
FOR
Anne Arundel County
Public Schools
CODE ANALYSIS
NFPA 101 2012 EDITION
GENERAL PREP/WORK
DIMENSIONS SHOWN ON THE LAYOUT
4.
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
PHOENIX
CENTER
ELEVATOR COORDINATION NOTES
2. PROVIDE AND INSTALL A STEEL, I-BEAM SHAPED SAFETY BEAM AS
SHOWN ON STRUCTURAL DRAWINGS, FROM SIDE WALL TO SIDE
WALL AT THE TOP OF THE HOISTWAY, CAPABLE OF WITHSTANDING
A MINIMUM
IS REQUIRED FROM TOP OF BEAM TO TOP OF HOISTWAY.
THE PROJECT IS AN ELEVATOR AND RAMP ADDITION TO
THE EXISTING PHOENIX CENTER.
3.1.
EXISTING BUILDING YEAR OF CONSTRUCTION 1938.
3.2.
BUILDING HEIGHT AND AREA REMAIN AS EXISTING.
ELEVATOR & RAMP
ADDITION TO
ADA CODE ANALYSIS - 2010 ADA STANDARDS
1. PROVIDE ON-SITE STORAGE AREA FOR ELEVATOR EQUIPMENT AS
FOLLOWS: DRY AND ENCLOSED, PROVIDES ROLL-ABLE ACCESS TO
THE ELEVATOR HOISTWAY AT THE GROUND LEVEL, LOCATED
WITHIN 100 FEET OF THE HOISTWAY AND IS LARGER THAN 25 X 20
FEET . COORDINATE WITH ELEVATOR MANUFACTURER IF
WARRANTIES FOR ELEVATOR EQUIPMENT ARE NULL AND VOID IF
EQUIPMENT IS STORED IN A MANNER OTHER THAN A DRY
ENCLOSED BUILDING STRUCTURE.
3.
ELEVATOR
CHAPTER 407 ELEVATORS
ELEVATORS SHALL COMPLY WITH 407 AND WITH ASME A17.1.
407.2.1 - WHERE ELEVATOR CALL BUTTONS OR KEYPADS ARE
PROVIDED, CALL BUTTONS SHALL BE RAISED OR FLUSH.
308 - CAR CONTROLS, CALL BUTTONS AND KEYPADS SHALL BE
LOCATED WITHIN THE REACH RANGES, MEASURED TO THE
CENTERLINE OF THE HIGHEST OPERABLE PART.
305 - A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED AT
CALL CONTROLS.
THE CALL BUTTON THAT DESIGNATES THE UP DIRECTION SHALL BE
LOCATED ABOVE THE CALL BUTTON THAT DESIGNATES THE DOWN
DIRECTION.
407.2.1.5 - CALL BUTTONS SHALL HAVE VISIBLE SIGNALS TO INDICATE
WHEN EACH CALL IS REGISTERED AND WHEN EACH CALL IS
ANSWERED.
407.2.2.1 - A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT
EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING
A CALL AND THE CAR'S DIRECTION OF TRAVEL. WHERE IN-CAR
SIGNALS ARE PROVIDED, THEY SHALL BE VISIBLE FROM THE FLOOR
AREA ADJACENT TO THE HALL CALL BUTTONS.
407.2.2.2 - VISIBLE SIGNAL FIXTURES SHALL BE CENTERED AT 72
INCHES MINIMUM A.F.F.. VISIBLE SIGNAL ELEMENTS SHALL BE 2-1/2
INCHES MINIMUM MEASURED ALONG THE VERTICAL CENTERLINE OF
THE ELEMENT. SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA
ADJACENT TO THE HALL CALL BUTTON.
407.2.3.1 - FLOOR DESIGNATIONS SHALL BE RAISED & BRAILLE ON
BOTH JAMBS, 48" MIN. A.F.F. TO BASELINE OF LOWEST TACTILE
CHARACTER AND 60" MAX. A.F.F. TO BASELINE OF HIGHEST TACTILE
CHARACTER. FLOOR DESIGNATION INCLUDES TACTILE STAR AT MAIN
LEVEL
407.4.3 - 1.25" MAX. DIFFERENCE BETWEEN CAR PLATFORM SILL AND
EDGE OF HOISTWAY LANDING.
407.4.2 - CAR FLOOR SURFACE SHALL BE FIRM AND SLIP-RESISTANT.
407.4.6.2 - CAR CONTROL BUTTONS SHALL BE 3 4" IN THE SMALLEST
DIMENSION AND ARRANGED IN ASCENDING ORDER.
407.4.6.4 - EMERGENCY CONTROL BUTTONS SHALL BE GROUPED AT
BOTTOM OF PANEL AND WITH CENTERLINE AT 35" MIN. A.F.F.
407.4.7.1.1 - CAR CONTROL BUTTONS SHALL BE IDENTIFIED BY RAISED
CHARACTERS, 132" MIN., UPPERCASE, SANS SERIF, HEIGHT 5 8" - 2"
HEIGHT, AND BY BRAILLE IMMEDIATELY TO LEFT OF BUTTON.
407.4.7.1.3 - TACTILE SYMBOLS SHALL BE PROVIDE AS SHOWN ON
TABLE 407.4.7.1.3.
407.4.8 - ELEVATOR SHALL HAVE VISIBLE AND AUDIBLE INDICATORS,
PER 2010 ADA STANDARDS.
CHAPTER 6 CLASSIFICATION OF OCCUPANCY AND HAZARD
OF CONTENTS
291 Locust Ave.
Annapolis, MD 21401
CHAPTER 9.4 - ELEVATORS, ESCALATORS AND CONVEYORS
9.4.2.4 - THE ELEVATOR CORRIDOR CALL STATION
PICTOGRAPH SPECIFIED IN 2.27.9 OF ASME A 17.1/CSA
B44, SHALL BE PROVIDED AT EACH ELEVATOR LANDING.
#
DATE
DESCRIPTION
9.4.3.1 - ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
FIGHTERS' EMERGENCY OPERATIONS REQUIREMENTS
OF ASME A17.1/CSA B44
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
DRAWN:
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
12013
9.4.2.4 PICTOGRAPH
CODE
REVIEW
A0.0
GENERAL CONTRACTOR NOTES
STANDARD ARCHITECTURAL ABBREVIATIONS
1. DURING THE BID PHASE, CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING AND PRICING ALL CONTRACT DOCUMENTS AS A COMPLETE
SYMBOLS USED AS ABBREVIATIONS :
<)
ANGLE
@
AT
C
[
O
#
CENTERLINE
CHANNEL
DIAMETER
NUMBER
PERPENDICULAR
P
PLATE
CONST.
CONT.
CONTR.
CONV.
COORD.
CPT.
C.R.
C.S.
C.T.
CTSK.
CU.
CWPA
STANDARD ABBREVIATIONS :
AC.
ADJ.
A.F.F.
AGG.
ALT.
AL.
ANOD.
APC.
APPX.
ARCH.
A.S.T.M.
AUTO
ASU
B.C.
BD.
BET.
BIT.
B.L.
BLDG.
BLK.
BLKG.
BM.
BOT.
B.S.
BSMT.
BTU
CAB.
C.B.
C.D.
CEM.
CER.
C.G.
C.H.
C.I.
C.J.
CK.BD.
CLOS.
CLG.
CM.
C.M.T.
C.M.U.
COL.
CONC.
AIR CONDITIONING
ADJACENT
ABOVE FINISHED FLOOR
AGGREGATE
ALTERNATE
ALUMINUM
ANODIZED
ACOUSTICAL PANEL CLG.
APPROXIMATE
ARCHITECTURAL
AMERICAN SOCIETY FOR
TESTING MATERIALS
AUTOMATIC
ACOUSTICAL SPACE UNITS
BRICK COURSE
BOARD
BETWEEN
BITUMINOUS
BUILDING LINE
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
BRICK SHELF
BASEMENT
BRITISH THERMAL UNIT
CABINET
CATCH BASIN
CEILING DIFFUSER
CEMENT
CERAMIC
CORNER GUARD
CEILING HEIGHT
CAST IRON
CONTROL JOINT
CHALKBOARD
CLOSET
CEILING
CENTIMETER
CERAMIC MOSAIC TILE
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CWPS
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONVECTOR
COORDINATE
CARPET
CEILING REGISTER
CEMENT SEALER
CERAMIC TILE
COUNTERSUNK
CUBIC
CEMENTIOUS WOOD-FIBER
PANELS
- ATTACHED
CEMENTIOUS WOOD-FIBER
PANELS
- SUSPENDED
DEMO
DEP.
DEPT.
DET.
D.H.
D.F.
DIA.
DIAG.
DIM.
DIV.
DN.
DR.
DWG.
DEMOLITION
DEPRESSED
DEPARTMENT
DETAIL
DOUBLE HUNG
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DIVISION
DOWN
DOOR
DRAWING
E.
EA.
EC.
EL.
ELEC.
ELEV.
EMER.
EMR.
ENCL.
ENT.
EP.
EQ.
EQUIP.
E.W.C.
EXCAV.
EXH.
EXIST.
EXP.
E.J.
EXT.
EAST
EACH
END CAP
ELEVATION
ELECTRIC
ELEVATOR
EMERGENCY
ELEV. MACHINE ROOM
ENCLOSURE
ENTRANCE
EPOXY PAINT
EQUAL
EQUIPMENT
ELECTRIC WATER COOLER
EXCAVATE
EXHAUST
EXISTING
EXPOSED
EXPANSION JOINT
EXTERIOR
F.A.F.
F.A.I.
F.D.
FDN.
F.E.
F.E.C.
F.H.E.C.
FACTORY APPLIED FINISH
FRESH-AIR INTAKE
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HOSE & EXTINGUISHER
CABINET
F.H.C.
FIN.
FL.
FLASH.
FLUOR.
F.P.
F.P.S.C.
F.R.
F.S.
FT.
FTG.
FURR.
FUT.
GA.
GALV.
G.B.
GBL.
G.C.
GEN.
G.I.
GL.
G.W.B.
G.W.T.
GYP.
H.B.
HC.
HDR.
HDW.
H.M.
HOR.
H.P.
H.R.
HR.
HT.
HTG.
H.V.A.C.
HD.WD.
FIRE HOSE CABINET
FINISH
FLOOR
FLASHING
FLUORESCENT
FIREPROOFING
FIREPROOF
-SELF-CLOSING
FIRE RATING
FULL SIZE
FOOT
FOOTING
FURRING
FUTURE
GAUGE
GALVANIZED
GRAB BAR
GLAZED BLOCK
GENERAL CONTRACTOR
GENERAL
GALVANIZED IRON
GLASS
GYPSUM WALL BOARD
GLAZED WALL TILE
GYPSUM
HOSE BIB
FOR HANDICAPPED USE
HEADER
HARDWARE
HOLLOW METAL
HORIZONTAL
HIGH POINT
HANDRAIL
HOUR
HEIGHT
HEATING
HEATING, VENTILATING,
AIR CONDITIONING
HARDWOOD
I.D.
IN.
INCAND.
INCL.
INSUL.
INT.
INTER.
INV.
INSIDE DIAMETER
INCH
INCANDESCENT
INCLUSIVE
INSULATION
INTERIOR
INTERMEDIATE
INVERT
J.C.
JT.
JANITOR'S CLOSET
JOINT
LAB.
LAM.
LAV.
LABORATORY
LAMINATED
LAVATORY
LBS.
LH.
L.L.
LONG.
L.P.
LT.WT.
M.
MACH.
MAINT.
MAR.
MAS.
MAT.
MAX.
MECH.
MED.
MET.
MFR.
M.H.
MIN.
MISC.
MLD.
MM.
M.O.
MOD.
MTL.
N.
N.I.C.
NO.
NOM.
N.R.C.
N.T.S.
NFPA
OA.
O.C.
O.D.
O.H.
OPNG.
OPP.
P.
PASS.
ELEV.
PER.
PERF.
PGB
PL.
P.LAM.
PLAS.
PNL.
PREFAB.
PSI.
PT.
POUNDS
LEFT HAND
LIVE LOAD
LONGITUDINAL
LOW POINT
LIGHT WEIGHT
METER
MACHINE
MAINTENANCE
MARBLE
MASONRY
MATERIAL
MAXIMUM
MECHANICAL
MEDIUM
METAL
MANUFACTURER
MANHOLE
MINIMUM
MISCELLANEOUS
MOLDING
MILLIMETER
MASONRY OPENING
MODULAR
MATERIAL
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOISE REDUCTION
COEFFICIENT
NOT TO SCALE
NATIONAL FIRE
PROTECTION AGENCY
OVERALL
ON CENTER
OUTSIDE DIAMETER
OPPOSITE HAND
OPENING
OPPOSITE
PAINT
PASSENGER ELEVATOR
PERIMETER
PERFORATED
PAINTED GYPSUM BOARD
PLATE
PLASTIC LAMINATE
PLASTER
PANEL
PREFABRICATE
POUNDS PER SQUARE INCH
POINT
PTN.
PVC.
PWD.
PARTITION
POLYVINYL CHLORIDE
PLYWOOD
Q.T.
QTY.
QUARRY TILE
QUANTITY
R.
RAD.
R.B.
R.D.
REF.
REG.
REINF.
REQD.
RET.
REV.
R.H.
RM.
R.O.
RISER
RADIUS
RUBBER BASE
ROOF DRAIN
REFERENCE
REGISTER
REINFORCING
REQUIRED
RETURN
REVISION
RIGHT HAND
ROOM
ROUGH OPENING
S.
SAN.
SCHED.
SECT.
S.F.
SIM.
S.P.
SPEC.
SQ.
S.S.
ST.
S.T.C.
STD.
STOR.
STR.
SUSP.
SYM.
SYN.
SOUTH
SANITARY
SCHEDULE
SECTION
STAINED FINISH
SIMILAR
STARTING POINT
SPECIFICATION
SQUARE
STAINLESS STEEL
STEEL
SOUND TRANSMISSION
COEFFICIENT
STANDARD
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
SYNTHETIC
U.L.
U.O.N.
UNDERWRITER'S
LABORATORY
UNLESS
OTHERWISE NOTED
SET.
2. DRAWINGS SHALL NOT BE SCALED.
3. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST VERSIONS OF ALL APPLICABLE LOCAL, STATE, AND FEDERAL AUTHORITIES, CODES, RULES, AND
REGULATIONS.
V.P.
V.C.T.
VERT.
V.I.F.
V.
V.W.C.
VISION PANEL
VINYL
COMPOSITION TILE
VERTICAL
VERIFY IN FIELD
VINYL
VINYL WALL
COVERING
4. CONTRACTOR IS SPECIFICALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF JOB SITE SAFETY. SAFEGUARD ALL WORK AREAS AGAINST PERSONAL INJURY
OR DAMAGE.
5. NO MATERIALS CONTAINING ASBESTOS WILL BE USED.
6. ALL PAINTING AND COATING MATERIALS, BOTH INTERIOR AND EXTERIOR, TO BE FREE OF LEAD AND MERCURY.
7. MATERIALS SHALL HAVE LOW OR NO "VOLATILE ORGANIC EMISSIONS" (V.O.C.) COMPLIANT WITH STATE AND LOCAL REGULATIONS.
8. CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO BUILDING AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT ALL EQUIPMENT AND BUILDING
FROM DUST AND WATER DAMAGE.
W.
W/
W.C.
WD.
W/O
W.O.
W.P.
W.PT.
WT.
W.W.F.
WEST
WITH
WATER CLOSET
WOOD
WITHOUT
WINDOW OPENING
WATERPROOFING
WORKING POINT
WEIGHT
WELDED
WIRE FABRIC
9. PROTECT ALL EXISTING FINISHES TO REMAIN, FURNITURE, FIXTURES, EQUIPMENT, AND PERSONAL ITEMS.
10. ALL WORK SHALL BE DONE IN WORKMANLIKE MANNER AND IN CONFORMANCE WITH MANUFACTURER'S INSTALLATION AND GUARANTEE REQUIREMENTS.
11. DEMOLITION, CUTTING AND PATCHING OF ANYTHING REQUIRED TO CONSTRUCT THE PROJECT IS HEREIN MADE A PART OF THESE DOCUMENTS.
12. CONTRACTOR SHALL MAKE THEMSELVES FAMILIAR WITH ALL SITE CONDITIONS, UTILITIES, ELEVATIONS AND DIMENSIONS PRIOR TO START OF WORK. THE
CONTRACTOR IS TO CONTACT THE OWNER/ ARCHITECT FOR ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY, LAYOUT, AND
COORDINATION OF ALL WORK.
ANNE ARUNDEL
13. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND CONFIRMING ALL QUANTITIES IN ACCORDANCE W/ THE CONTRACT DOCUMENTS. LISTED QUANTITY
COUNTY PUBLIC SCHOOLS
ASSUMPTIONS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND CONFIRMING ALL QUANTITIES.
14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DIMENSIONS SHOWN ARE FOR ESTIMATING PURPOSES ONLY. NO
ADDITIONAL COST WILL BE PAID FOR VARYING DIMENSIONAL CONDITIONS.
15. ALL DIMENSIONS SHOWN ON DRAWINGS ARE NOTED FROM FINISH MATERIAL TO FINISH MATERIAL, UNLESS NOTED OTHERWISE.
16. ANY UNFORESEEN OR UNCLEAR CONDITIONS, ANY CONFLICT IN THE DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS ARE TO BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE ARCHITECT IS
RECEIVED.
17. ANY DEVIATION FROM, OR IN FIELD ALTERATION TO THESE DRAWINGS AND SPECIFICATIONS IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL OF ARCHITECT
OR OWNER. ANY SUCH ALTERATIONS SHALL BE CORRECTED AT ONCE, WITH NO EXPENSE TO THE OWNER.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL UTILITY SERVICE CONNECTIONS TO ALL EQUIPMENT TO INSURE THAT THE EQUIPMENT IS IN FULLY
FUNCTIONAL OPERATIONS E.I. WIRING DEVICES, POWER SUPPLIES, ACCESSORIES, CONTROLS, CONDUIT, SUPPORTS, FASTENERS, PIPING, ETC.
19. REFER TO STRUCTURAL DRAWINGS FOR ALL MEMBER SIZES, INCLUDING BEAMS AND FOOTING SIZE AND DEPTH, AND FOUNDATION WALL MATERIAL AND SIZE.
20. NO ITEMS SHALL BE SUPPORTED OR HUNG FROM EACH OTHER. G.C. SHALL CONFIRM WITH STRUCTURAL ENGINEER IF SUSPENDED ITEMS CAN BE FASTENED
T.&B.
TB.
T.C.
T.D.
TEL.
TEMP.
TER.
T.&G.
THK.
THRU
T.O.
T.O.S.
TR.
TV.
T.W.
TYP.
TOP AND BOTTOM
TACKBOARD
TERRA COTTA
TRENCH DRAIN
TELEPHONE
TEMPERED
TERRAZZO
TONGUE AND GROOVE
THICKNESS
THROUGH
TRIMMED OPENING
TOP OF SLAB
TREAD
TELEVISION
TOP OF WALL
TYPICAL
SECURELY TO WALLS AND/OR STRUCTURAL MEMBERS.
ELEVATOR & RAMP
ADDITION TO
21. CONTRACTOR SHALL COORDINATE WORK OF ALL TRADES UNDER THIS CONTRACT.
22. PROVIDE ELECTROLYTIC PROTECTION WITH BITUMINOUS COATING BETWEEN ALL DISSIMILAR METALS, BETWEEN METAL AND CONCRETE/CMU WALL AND AT
DOOR/LOUVER FRAMING.
PHOENIX
CENTER
23. ALL NAILERS, BLOCKING, SHIMS OR FURRING AND OTHER ROUGH CARPENTRY FOR USE AT LOCATIONS SHOWN ON DRAWINGS SHALL BE PRESSURE AND
FIRE-RETARDANT TREATED. GROUND-CONTACT APPLICATION TO PRESERVATIVE TREATMENT SHALL FOLLOW THE AMERICAN WOOD PROTECTION ASSOCIATION
(AWPA).
FOR
Anne Arundel County
Public Schools
24. ALL WOOD WITHIN FIRE-RATED EXTERIOR WALL AND ROOF SYSTEM SHALL BE FIRE-TREATED AND PRESSURE-TREATED.
25. ALL EXPOSED TO VIEW CONCRETE SURFACES SHALL HAVE CLASS "A" FINISH.
26. CUT NEATLY AROUND ALL DUCTS, BEAMS, PIPING, ETC. IN EXPOSED AREAS AND SEAL TIGHT.
27. PROVIDE SEALANT AT ALL FIXTURES AND CHANGE IN MATERIAL, TYPICAL, AND AS REQUIRED BY APPLICABLE STATE HEALTH DEPARTMENT.
28. FIRESEAL AND FIRESAFE ALL VOIDS IN EXPOSED AND UNEXPOSED WALL, CEILING AND ROOF ASSEMBLIES.
291 Locust Ave.
Annapolis, MD 21401
29. COMPLETE ALL WORK, READY IN ALL RESPECTS FOR ITS INTENDED USE, ACCEPTABLE TO OWNER.
#
DATE
DESCRIPTION
ISSUED FOR:
MATERIALS AND SYMBOLS KEY
NO SCALE
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
INDICATES SECTION NUMBER
BUILDING SECTION
GYPSUM WALLBOARD
INDICATES SHEET WHERE SECTION IS DRAWN
DRAWN:
PBL
WALL / DETAIL SECTION
CHECKED:
DGM
ELEVATION INDICATOR
DATE:
4/10/13
PROJECT #:
12013
METAL SECTION
CMU
BATT INSULATION
FRAMING LUMBER
RIGID INSULATION
DETAIL INDICATOR
EARTH
WINDOW SYMBOL
CONCRETE
FINISH WOOD
__ B
BRICK
PLYWOOD
PARTITION INDICATOR
ARCHITECTURAL
GENERAL NOTES
& ABBREVIATIONS
DOOR SYMBOL
PARTICLE BOARD
1
SPECIFIC SHEET NOTES
A0.1
DEMOLITION PLAN NOTES
EXISTING
CORRIDOR
15
1
CAREFULLY REMOVE EXISTING STONE WALK, STEPS AND FOOTINGS TO ACCOMMODATE NEW CONCRETE
WALK AND STAIR.
2
REMOVE EXISTING TREE STUMPS AND ASSOCIATED ROOTS.
3
CAREFULLY REMOVE PORTION OF EXISTING RETAINING RAIL ROAD TIES, FASTENERS AND RELATED
CONSTRUCTION. PREP REMAINING SURFACES FOR NEW CONSTRUCTION.
4
EXCAVATE SITE AS NEEDED AND REMOVE EXISTING VEGETATION WITHIN DASHED AREA.
5
SEE STRUCTURAL DRAWINGS FOR POTENTIAL DEMOLITION WORK AT EXISTING PIERS.
6
CAREFULLY REMOVE PORTION OF WOOD FRAMING, FASTENERS AND RELATED CONSTRUCTION. PREP
REMAINING SURFACES FOR NEW CONSTRUCTION. SEE STRUCTURAL DWGS. SEE GEN. DEMO NOTE 2
BELOW.
EXISTING
CORRIDOR
7
CAREFULLY REMOVE PORTION OF WOOD FLOORING, FASTENERS AND RELATED CONSTRUCTION.
FRAMING REMOVAL SHALL FOLLOW STRUCTURAL DRAWINGS AND NOTES. PREP REMAINING SURFACES
FOR NEW CONSTRUCTION. SEE STRUCTURAL DWGS. SEE GEN. DEMO NOTE 2 BELOW.
8
CAREFULLY REMOVE PORTION OF ROOF/CEILING, FASTENERS AND RELATED CONSTRUCTION. ROOF
REMOVAL SHALL KEEP STRUCTURAL INTEGRITY OF STEEL BEAMS BELOW. PREP REMAINING SURFACES
FOR NEW CONSTRUCTION. SALVAGE ACT AND REMOVE PORTION OF GRID. PREP REMAINING GRID AND
SALVAGED ACT FOR NEW CONSTRUCTION. SEE STRUCTURAL DEMO DWGS. SEE GEN. DEMO NOTE 2
BELOW.
12
EXISTING
STORAGE
9
6
CORRIDOR
9
REMOVE EXISTING DOOR, FRAMES, FASTENERS AND RELATED CONSTRUCTION. PREP REMAINING
SURFACES FOR NEW CONSTRUCTION. SEE GEN. DEMO NOTE 2 BELOW.
11
REMOVE SEGMENT OF PARTITION, FASTENERS AND RELATED CONSTRUCTION. PREP REMAINING
SURFACES FOR NEW CONSTRUCTION. SEE GEN. DEMO NOTE 2 BELOW.
12
SALVAGE BOARD AND INSTALL OR CLEAN AT OWNER'S INSTRUCTIONS.
13
.NOT USED
D
16
10
6
REMOVE PORTION OF MASONRY WALL AND RELATED CONSTRUCTION. PREP REMAINING SURFACES FOR
NEW CONSTRUCTION AND/OR PATCH. SEE GENERAL DEMOLITION NOTE 2 BELOW.
10
D1.1
7
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
D
D1.1
16
UPPER
AUDITORIUM
14
11
10
CAREFULLY REMOVE WALL PADS, FASTENERS AND RELATED CONSTRUCTION. PREP REMAINING
SURFACES FOR NEW CONSTRUCTION.
15
CAREFULLY REMOVE PORTION OF CEILING, FASTENERS AND RELATED CONSTRUCTION. SALVAGE
LIGHTING FIXTURES. PREP REMAINING SURFACES FOR NEW CONSTRUCTION. SEE GEN. DEMO NOTE 2
BELOW.
16
CAREFULLY REMOVE PORTION OF GRID SUSPENSION SYSTEM, FASTENERS AND RELATED
CONSTRUCTION. SALVAGE LIGHTING FIXTURES AND ACOUSTICAL PANELS. PREP REMAINING SURFACES
FOR NEW CONSTRUCTION. SEE GEN. DEMO NOTE 2 BELOW.
11
EXISTING
ENTRY
CORRIDOR
EXISTING
AUDITORIUM
14
14
CORRIDOR
BALCONY
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
FOR
Anne Arundel County
Public Schools
EXISTING
OFFICE
DN
291 Locust Ave.
Annapolis, MD 21401
UP
#
DATE
DESCRIPTION
2
B
A
1ST FLOOR DEMOLITION PLAN
1/4" = 1'-0"
2ND FLOOR DEMOLITION PLAN
1/4" = 1'-0"
1
GENERAL DEMO NOTES
8
4
3
1.
DASHED LINES INDICATE CONSTRUCTION TO BE REMOVED.
2.
REFER TO "ASBESTOS VERIFICATION FORM"ON SHEET T1.0.
3.
PROTECT EXISTING FINISHES SCHEDULED "TO REMAIN"
4.
SEE MEP DRAWINGS FOR MEP RELATED DEMOLITION.
5.
PATCH AND REPAIR DEMOLITION AREA TO MATCH EXISTING AT NO EXPENSE TO THE
OWNER BEFORE/ AFTER INSTALLING NEW MATERIALS.
UP
6.
CAREFULLY COVER AND PROTECT ALL FLOORS TO REMAIN DURING CONSTRUCTION.
CLEAN ALL FLOORS IN AND AROUND CONSTRUCTION AREAS AFTER COMPLETION OF
CONSTRUCTION WORK.
7.
8
10'-8"
ISSUED FOR:
BALCONY
7
6
ALL ITEMS SLATED FOR DEMOLITION SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF IN A LEGAL MANNER.
1
1
3
1
8.
INVESTIGATION AND SURVEY OF THE FACILITIES' ANY SERVICES, SYSTEMS,
EXIST.
CONCRETE
SIDEWALK
CORRIDOR
IF DURING THE EXECUTION OF THE SCOPE OF WORK OR DURING THE EXPLORATION,
STRUCTURE, SUBSTRUCTURE, FINISHES, FURNISHINGS, FIXTURES AND EQUIPMENT ARE
DISTURBED/DAMAGED, THE CONTRACTOR MUST MAKE THE REPAIRS OF RESTORATION
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
WITHIN 24 HOURS OR SOONER, IN ORDER TO RETURN THE DISTURBED/DAMAGED
AUDITORIUM
ITEM(S) TO ITS INTENDED USE. ACCEPTANCE OF THE REPAIR/RESTORATION IS SUBJECT
13'-6"
TO THE OWNER'S SATISFACTION/APPROVAL AND SHALL BE EXECUTED AT NO
9
9.
CHECKED:
DGM
DATE:
4/10/13
CORRIDOR
2'
0
1'
2'
"PROFESSIONAL CLEANING SERVICES CONTRACTOR AND THE OWNER" ONLY
ACCEPTABLE STANDARD IS "WHITE GLOVE CLEAN."
CRAWL SPACE
C
ADD ALTERNATE #1: SITE DEMOLITION
1/4" = 1'-0"
PROJECT #:
10. THE RESTORATION OF THE SCHOOL'S FACILITIES FOR SCHOOL ACTIVITIES IN OCCUPIED
AREAS INCLUDES THE REINSTALLATION OF THE ACT SYSTEM & COMPONENTS,
SCALE 1/4" = 1'-0"
4'
8'
DEMOLITION
PLANS
AND SECTION
RESTORATION OF ALL MEP/FA/FS/TELECOM/DATA SERVICES AND DUST DIRT & DEBRIS
REMOVAL ALONG WITH THE PROFESSIONAL CLEANING AT NO COST TO THE OWNER.
D
SECTION THROUGH GALLERY
1/8" = 1'-0"
12013
THE CONTRACTOR IS RESPONSIBLE FOR CLEANUP OF THE ROOMS & AREAS USED FOR
NEXT DAY'S NORMAL SCHOOL ACTIVITIES THAT OCCUR INSIDE & OUTSIDE THE
5
PBL
ADDITIONAL COST TO THE OWNER.
STORAGE
6
DRAWN:
NOTE:
CONTRACTOR EXECUTION OF THE CONTRACT CANNOT DISRUPT THE NORMAL
ADD ALTERNATE SITE DEMOLITION INCLUDES ITEMS: 1, 2, 3, 4, AND 13.
DAY-TO-DAY OPERATION OF THE SCHOOL.
11. ALL ITEMS SLATED FOR DEMOLITION SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF IN A LEGAL MANNER.
D1.1
CRAWL SPACE
D
D
B
D
B
A2.2
A2.2
A2.1
A2.2
A2.1
EXISTING
CORRIDOR
EXISTING
CORRIDOR
ANNE ARUNDEL
NEW 1-HR FIRE
BARRIER
(HOISTWAY), PER
UL U905
PIT LADDER
OUTLINE OF
BALCONY ABOVE
8" CMU, 1-HR FIRE
BARRIER
(HOISTWAY) PER
UL U905
SEE STRUCT.
DWGS FOR PIERS
AND NEW FLOOR
FRAMING
6'-5" +/-
NEW PIT LADDER
8'-0"
1"
COUNTY PUBLIC SCHOOLS
NEW MTL STUD
WITH DRYWALL TO
6" ABOVE LAY-IN
CLG.
NEW 1-HR FIRE
BARRIER ELEVATOR
SHAFT (HOISTWAY),
PER UL U905
1"
NEW
STORAGE
D-3
F
7'-4"
A2.3
OUTLINE OF EXIST.
BULKHEAD ABOVE
CLR.
E
C
A2.3
A2.2
EXISTING
MASONRY
FOUNDATION
WALL
EQ.
C
A2.2
EXISTING
STORAGE
ROOM
NEW 24"x72"
WALL
PROTECTION PAD
A
1'-8" MIN.
A
CRAWL SPACE
2"X8" @ 16" O.C.
EXIST. JOISTS
CRAWL SPACE
NEW 5 8" GYP. BD.
ON 7 8" MTL
CHANNEL, ON CMU
WALL
NEW 24"x24"x72" 'L' SHAPE WALL
PROTECTION PAD,
SEE NOTE BELOW.
A
A
A2.2
A2.2
291 Locust Ave.
Annapolis, MD 21401
EXISTING
BALCONY
NEW 24"x72"
WALL PAD
8'-6" +/-
FOR
Anne Arundel County
Public Schools
EXISTING
CORRIDOR
NEW 24"x24"x72"
'L' - SHAPE WALL
PAD
1'-1" +/-
PHOENIX
CENTER
NEW 5 8" GYP. BD. ON
3-1/2" MTL STUDS TO
CONCEAL PIPING TO
ROOF.
UPPER
AUDITORIUM
D-1
EXISTING
AUDITORIUM
ELEVATOR & RAMP
ADDITION TO
A2.1
NEW ELEVATOR
CLOSET
1-HR RATING
A
D-2
CENTERLINE OF
ELEVATOR OPNG.
TO MATCH
CENTERLINE OF
EXISTG M.O.
EXIST.
CORRIDOR
A
A2.1
24"x24" SUMP PUMP PIT
AND MTL. GRATE
EXIST. M.O.
8'-6"
6"X10" WOOD
GIRDER
CL
EQ.
C
A2.2
9'-10"
ELEV. PIT
3'-6" +/NEW OPNG.
6'-8"
#
DATE
DESCRIPTION
8'-8" +/-
1'-1" +/-
EXISTING
OFFICE
EXISTING
MASONRY PIER,
TYP.
ISSUED FOR:
C
CRAWL SPACE PLAN
1/4" = 1'-0"
B
1ST FLOOR PLAN
1/4" = 1'-0"
A
2ND FLOOR PLAN
1/4" = 1'-0"
NOTE:
WALL AND L-SHAPE WALL PAD BASIS OF DESIGN: DRAPER ECOVISION, COLOR
GREY, MOUNTED ON Z-CLIPS AT TOP AND BOTTOM.
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
DRAWN:
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
12013
NEW WORK
FLOOR PLANS
2'
0
1'
2'
SCALE 1/4" = 1'-0"
4'
8'
A1.1
D
D
B
D
B
A2.2
A2.2
A2.1
A2.2
A2.1
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
NEW 4" EXHUST
VENT W/ CAP, SEE
MECH. DWGS.
N
RELOCATE
NEW CEILING AND
GRID.
EXISTING
PARAPET
WALL
EXISTING
ROOF
NEW CEILING
MOUNTED LIGHT
FIXTURE, SEE
ELECT. DWG.
RELOCATE
N
= 12 MIN. SLOPE
C
A2.2
A2.2
N
A2.2
RELOCATE
C
4-PLY BUILT-UP
ROOFING
CU-1. SEE MECH
DWGS. FOR
EQUIPMENT AND
CURB
C
NEW GRID,
INSTALL SALVAGED PANELS
4
RELOCATE
PIPE PENETRATION
THROUGH ROOF.
SEE MECH DETAILS
EXISTING
EXHAUST FAN
NEW CEILING
MOUNTED LIGHT
FIXTURE, SEE
ELECT. DWG.
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
N
1 HR. RATED
CEILING. 2 LAYER
TYPE 'X' GYP.
BOARD ON METAL
STUDS.
EXISTING GRID TO REMAIN
1
RELOCATE
FOR
Anne Arundel County
Public Schools
A
A
A2.2
A2.2
291 Locust Ave.
Annapolis, MD 21401
#
DATE
DESCRIPTION
EXISTING SCREEN
TO REMAIN
ISSUED FOR:
C
ROOF PLAN
1/4" = 1'-0"
B
2ND FLOOR RCP
A
1/4" = 1'-0"
1ST FLOOR RCP
1/4" = 1'-0"
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
REFLECTED CEILING PLAN LEGEND
EXISTING 2' X 2' SUSPENDED ACOUSTICAL TILE
2' X 2' SUSPENDED ACOUSTICAL TILE
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
2' X 4' FLUORESCENT FIXTURE,
REFER TO ELECTRICAL DRAWINGS
1' X 4' FLUORESCENT FIXTURE, SURFACE MOUNTED.
REFER TO ELECTRICAL DRAWINGS
12013
REFLECTED
CEILING PLAN
AND ROOF PLAN
SUSPENDED W.P. GYPSUM BOARD CEILING,
PAINTED
EXISTING 2' X 4' FLUORESCENT FIXTURE,
DRAWN:
2'
0
1'
2'
SCALE 1/4" = 1'-0"
4'
8'
A1.2
HOIST BEAM
12'-7" TO 14'-7"
8" CMU, 1-HR
FIRE
BARRIER
PER UL 905
ANNE ARUNDEL
7'-0"
OUTLINE OF
HOIST BEHIND
COUNTY PUBLIC SCHOOLS
GYP.BD. MTL.
FURRING,
ON CMU.
2ND FLOOR
EXIST.
SUSPENDED
CLG.
13'-7" +/- (EXISTING - V.I.F.)
HOISTWAY
8'-0"
3'-6"
6'-6"
7'-0"
CAR
D-3
1ST FLOOR
PHOENIX
CENTER
OUTLINE OF
HOISTWAY
BEYOND
PIT LADDER
5'-1"
BALCONY
ELEVATOR & RAMP
ADDITION TO
5'-0"
8'-6"
9'-10"
7'-9"
6'-8"
EXISTING ACT
ON NEW GRID
CEILING.
FOR
Anne Arundel County
Public Schools
24"x72" WALL
PAD AND
24"x24"x72"
'L'-SHAPE
WALL PAD,
TYP.
PIT
SUMP PIT
AUDITORIUM
291 Locust Ave.
Annapolis, MD 21401
C
3000# ELEV. HOISTWAY DIMENSIONS & PLAN
1
A
4" = 1'-0"
ELEVATION FROM AUDITORIUM
#
DATE
DESCRIPTION
1/4" = 1'-0"
LIGHT FIXTURE, TYP.
SEE ELECT. DWGS
OUTLINE OF
HOISTWAY BEYOND
EXISTING MASONRY
OPENING
2ND FLOOR
CORRIDOR
GYP. BD.
ELEV. DOOR AND
FRAME
WOOD BASE
2ND FLOOR
ELEV. 69'-1"
(EXISING)
1ST FLOOR
CORRIDOR
GLAZED CMU
TO MATCH
ADJACENT
MASONRY
ISSUED FOR:
ELEV. DOOR
AND FRAME
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
ELEV.
CONTROL, TYP.
1ST FLOOR
ELEV. 55'-6"
(EXISITNG)
B
ELEVATION FROM CORRIDOR
DRAWN:
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
12013
1/4" = 1'-0"
INT. ELEVATIONS
AND HOISTWAY
DIMENSIONS
2'
0
1'
2'
SCALE 1/4" = 1'-0"
4'
8'
A2.1
REINSTALL ACT
ON NEW GRID
8" CMU HOIST,
FURRED WITH
GYP. BD.
BALCONY
CURTAIN
SCREEN
HOISTWAY
BEYOND
2ND FLOOR
CORRIDOR
EXIST. 2"x8"
@ 18", TYP.
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
EXIST. 24"-WF-98#
TO REMAIN
UNTOUCHED
B
A2.2
AUDITORIUM
EXIST. WD.
BALCONY GUARD
ENTRY
CORRIDOR
GYP. BD. PTN,
PTD. TO MATCH
EXISTING
WALL PAD
D-2
EXIST. 7"-C-98#
D-1
1ST FLOOR
CORRIDOR
WD. BASE, PTD.
TO MATCH
EXISTING
EXIST. 2"x8"
@ 18", TYP.
EXIST.
2"-C 8"-13.7#
ENTRY
CORRIDOR
GYP. BD. PTN,
ELEVATOR & RAMP
ADDITION TO
CRAWL SPACE
EXISTING BALCONY STRUCTURE DETAIL
B
1/2" = 1'-0"
INSULATION AND FIBER
BOARD
4-PLY B.U.R.
PHOENIX
CENTER
OUTLINE OF PIT
BEYOND
A
CONCRETE OVER
COMPOSITE DECK, PER
UL DESIGN No D916
FOR
Anne Arundel County
Public Schools
SECTION THROUGH AUDITORIUM ENTRY CORRIDOR
1/4" = 1'-0"
B
A
A2.3
A2.3
EXISTING 10WF STL
BEAM TO REMAIN
291 Locust Ave.
Annapolis, MD 21401
EXISTING 10WF STL BEAM TO REMAIN
#
HOIST
BEAM
10'-8"
12'-7" to 14'-7"
CURTAIN
SCREEN
F
A2.3
7'-0"
CORRIDOR
REINSTALL
ACT
15'-3 1/2"
12'-7" to 14'-7"
BALCONY
DESCRIPTION
HOIST
BEAM
7'-0"
2ND FLOOR
DATE
BALCONY
2ND FLOOR
CORRIDOR
C
A2.3
BALCONY
HOISTWAY
AUDITORIUM
E
A2.3
1ST FLOOR
CORRIDOR
NEW
MASONRY
OP'G
1ST FLOOR
EXIST. STORAGE
7'-9"
STORAGE
EXIST. OFFICE
13'-6" +/- (EXISTING V.I.F.)
HOISTWAY
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
D
CORRIDOR
A2.3
DRAWN:
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
PIT LADDER
CRAWL SPACE
CRAWL SPACE
PIT
SECTION THROUGH ELEV. HOIST
1/4" = 1'-0"
PIT
PARTIAL
BUILDING
SECTIONS
SUMP PUMP
W/ MTL GRATE
WATERPROOFING
TYP.
SUMP PUMP W/
MTL. GRATE
WATERPROOFING
D
LADDER
C
SECTION THROUGH ELEV. HOIST
2'
0
1'
2'
1/8" = 1'-0"
SCALE 1/4" = 1'-0"
4'
8'
A2.2
12013
EXISTING
V.I.F.
EXISTING
V.I.F.
4-PLY B.U.R.
8" CMU WALL.
SEE PLAN
1"
EXISTING CMU.
VERIFY IN FIELD
EXISTING CMU., V.I.F.
3"
3"
TAPERED INSULATION AND FIBER BD.
MODIFIED BITUMEN CAP SHEET
3"
1" EXPAN. JT.
MTL COUNTER FLASHING
EXIST. GLAZED
MASONRY
HOIST DOOR MOTOR,
PER ELEV. MNF'R
P.T. WD. CANT
FULL PERIMETER
SEALANT
1
2"
P.T. WD. BLKG.,
AS REQD.
ELEV.
HOISTWAY
'J'-BEAD
GYP. BD.
WD. BLKG. AS REQD., TYP.
5
BOND BEAM. SEE
STRUCT DWGS
8"
FULL PERIMETER
SEALANT
MTL. HEAD FRAME
PER ELEV. MNF'R
5
CONCRETE ON
COMPOSITE DECK.
SEE STRUCT.
DETAILS
3
3
1
4" x 4" - 4 ROUND
WD TRIM, STAINED
TO MATCH EXISTING
8" CMU WALL. SEE
STRUCT DWGS
MTL. PLATE
PTD. GYP. BD. ON
7
"
FURRING
8
CHANNEL
5
8"
BOND BEAM
ELEV.
HOISTWAY
GYP. BD., TYP.
FULL PERIMETER
SEALANT
EXIST. JAMB
BEYOND
EXISTING WALL
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
1" AIR SPACE
MTL. JAMB FRAME
PER ELEV. MNF'R
8" CMU WALL. SEE
STRUCT. DWGS
HEAD DETAIL AT 2ND FLR. LANDING
G
CAULKING
FULL PERIMETER SEALANT
8"
P.T. WD. BLKG. AS
REQD.
HOISTWAY DOORS
PER ELEV. MNF'R
CONT. FLASHING
CLEAT
F
1 1/2" = 1'-0"
JAMB DETAIL AT 2ND. FLR.
A
1 1/2" = 1'-0"
SECTION DETAIL AT ROOF
1 1/2" = 1'-0"
4 PLY B.U.R.
MODIFIED BITUMEN CAP
SHEET
3"
3"
3"
EXISTING
V.I.F.
EXISTING
V.I.F.
CONCRETE ON COMPOSITE
DECK. SEE STRUCT. DETAILS
EXISTING CMU.
VERIFY IN FIELD
MTL PLATE PER
STRUCT. DWGS,
TYP.
1"
1" EXPAN. JT.
EXISTING CMU., V.I.F.
ELEVATOR & RAMP
ADDITION TO
1'-6"
8" CMU WALL.
SEE PLAN
2'-0" HT. MODIFIED BITUMEN CAP SHEET
MTL COUNTER
FLASHING AND
CLIP
EXIST. GLAZED
MASONRY
HOIST DOOR MOTOR,
PER ELEV. MNF'R
8" CMU WALL. SEE
STRUCT. DWGS
ELEV.
HOISTWAY
MODIFIED BITUMEN CAP SHEET
GLAZED CMU TO
MATCH ADJACENT
8" CMU WALL. SEE
STRUCT DWGS
INTERPLY
1"
EXISTING ROOF
COVERING
V.I.F.
BOND BEAM. SEE
STRUCT DWGS
3"
STL. ANGLE.
SEE STRUCT.
HOISTWAY DOORS
PER ELEV. MNF'R
JAMB FRAME
BEYOND
FOR
Anne Arundel County
Public Schools
291 Locust Ave.
Annapolis, MD 21401
#
DATE
DESCRIPTION
3"
P.T. WD. CANT
STRUCT. PLATE
MTL. HEAD FRAME
PER ELEV. MNF'R
PHOENIX
CENTER
ELEV.
HOISTWAY
MTL. JAMB FRAME PER
ELEV. MNF'R (FULL
DEPTH OF JAMB)
P.T. WD. BLKG. AS REQD.
HEAD DETAIL AT 1ST FLR. LANDING
E
1 1/2" = 1'-0"
JAMB DETAIL AT 1ST. FLR.
B
1 1/2" = 1'-0"
1 1/2" = 1'-0"
FULL PERIMETER
SEALANT
GYP.BD. COVER AT
EXIST. JAMB
JAMB FRAME BEYOND
HOISTWAY DOORS
PER ELEV. MNF'R
WALL FRAME BEYOND
EXIST. TERRAZZO
HOISTWAY DOORS
PER ELEV. MNF'R
BRICK JAMB
EXIST. TERRAZZO
TERRAZZO TO MATCH
EXISTING
UNDERSIDE OF
FLOOR DECK
SECTION DETAIL AT ROOF
TERRAZZO TO MATCH
EXISTING
ALUM. SILL ASSEMBLY
ALUM. SILL ASSEMBLY
E.J.
METAL ANGLE BY
ELEVATOR MNF'R
5"
4" +/-
E.J.
ISSUED FOR:
4" +/-
H
GROUT INFILL AND
POUR STOP ANGLE
J
CMU WALL @ ELEVATOR HOIST WAY
1 1/2" = 1'-0" 2-HR FIRE RATED ASSEMBLY PER U.L. 905
I
PARTITION TYPE 'A'
1 1/2" = 1'-0"
3 5/8" GALV.
MTL. STUD 16"
O.C.
1"
ELEV.
HOISTWAY
ELEV.
HOISTWAY
6"X4" ANGLE W/ HEADED
STUDS EMBEDDED INTO CMU
CRAWL SPACE
6"X4" ANGLE W/ HEADED
STUDS EMBEDDED INTO CMU
8" CMU WALL. SEE
STRUCT DWGS
8" CMU WALL. SEE
STRUCT DWGS
1" AIR SPACE
1" AIR SPACE
EXISTING WALL
EXISTING WALL
D
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
GROUT INFILL AND
POUR STOP ANGLE
8" CMU
2-HR FIRE RATED
ASSEMBLY PER U.L.
U419. 2 LAYERS
TYPE 'X' GYP. BD,
EACH SIDE
REVIEW
SECTION DETAIL AT 1ST FLR. LANDING
1 1/2" = 1'-0"
C
SECTION DETAIL AT 2ND FLR. LANDING
1 1/2" = 1'-0"
DRAWN:
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
SECTION
DETAILS
A2.3
12013
D
A3.1
3'-0"
RAILING w/ 3 / 4" SQ. MTL.
PICKETS. MAX SPACING OF
PICKETS 4" O.C., PAINTED.
NEW CONC.
SIDEWALK/RAMP.
TYP. HANDRAIL
NEW CONCRETE
CURB
6" 3 12"
EXIST. SIDEWALK
CORE DRILL HOLE, W/
NON-SHRINK GROUT
E
54.25'
ANNE ARUNDEL
EXISTING.
COUNTY PUBLIC SCHOOLS
3 12"
TYP. HANDRAIL DETAIL
ELEVATION
B
3/4" = 1'-0"
1/4" = 1'-0"
FACE OF EXISTING
BUILDING, BEYOND.
4 1/2"
TYP. MTL. HANDRAIL PAINTED
3'-6" CLR. TYP.
4 1/2"
ELEVATOR & RAMP
ADDITION TO
CLASSROOM 100
PHOENIX
CENTER
4 1/2"
3'-6" CLR. TYP.
D
A3.1
SOUTH-EAST
LOBBY
EXIST. 28" HT. WD.
RETAINING WALL
MTL. HANDRAIL,
TYP.
3'-0"
55.5'
(EXISTING
V.I.F))
LANDING. SLOPE 1:48 MAX.
3'-0"
SLOPE 1:20 MAX.
2'-4 1/2"
4 EQ. R.
10'-6"
4 1/2"
3'-6"
3'-6"
54.375'
4 1/2"
E
A3.1
5'-0"
1'-0"
16'-11" +/-
EQ.
55.21'
5'-10"
41'-9 1/2" +/- V.I.F.
11'-6"
EQ.
LANDING
LEVELED GRADING,
SODDED. ALL
DISTURBED AREA
SHALL BE TOPSOILED
TO A DEPTH OF 4"
AFTER COMPACTION
SLOPE TO DRAIN.
NEW MTL.
HANDRAIL, PTD.
TYP.
NEW MTL.
HANDRAIL,
PTD. TYP.
52.50'
(EXISTING
V.I.F.)
NEW TYP. CONC.
SIDEWALK.
EXIST. CONC.
SIDEWALK
TYP. CONC.
SIDEWALK.
B
5'-3" +/-
A3.1
1" NOSING
SEE STRUCT DWGS.
FOR REINFORCING
12" TREAD
ISSUED FOR:
4'-0"
NEW CONC.
STAIRS.
52.5'
(EXISTING
V.I.F))
53.25'
LANDING
2'-9"
1'-4" 3 TREADS 1'-0"
EXIST. SIDEWALK
53.375'
13'-0"
8"
12"
5'-0" CLEAR
54.25'
HANDRAIL PTD.
TYP.
NEW CONC.SIDEWALK: 5" T. CONC.OVER
6" GRAVEL ON COMPACT FILL., TYP.
NEW HANDRAIL
SEE DETAIL E/A3.1
54.25'
DOWN
4 = RISERS
CONSTRUCTION JT.
DESCRIPTION
RAMP DOWN 1:12 MAX. SLOPE
DOWN
4= RISERS
1" EXPAN. JT.
1'-0"
TYP. CONC. SIDEWALK:
- 5" T. REINF. CONC. SLAB
- 6 MIL VB
- 4" GRAVEL
- COMPACT FILL.
1/2" = 1'-0"
DATE
RAMP DOWN 1:12 MAX SLOPE
4 1/2"
'
21'-4" +/- ( EXISTING V.I.F.)
D
ELEVATION AT RAMP
55.5'
(MATCH
EXISTING
FF.)
#
CONC. RAMP, TYP.
4 1/2"
55.5'
(EXISTING
V.I.F))
1 / 2 " EXPAN. JT, TYP.
291 Locust Ave.
Annapolis, MD 21401
8'-6"
EXITING
OFFICE
C
A3.1
4'-3"
TYP. CONC. RAMP. SEE
STRUCT. DWGS.
HANDRAIL. SEE
DETAIL E/A3.1.
4'-3"
4 1/2"
4'-0"
EXIST. SIDEWALK
FOR
Anne Arundel County
Public Schools
A
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
DRAWN:
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
ADD ALTERNATE 1:
EXTERIOR
RAMP
NEW RAMP FLOOR PLAN
1/4" = 1'-0"
NEW
ELEVATOR
C
SECTION THROUGH STEPS
2'
0
1'
12013
2'
1/2" = 1'-0"
SCALE 1/4" = 1'-0"
4'
8'
NEW
RAMP
A3.1
DOOR SCHEDULE
DOOR
X
FRAME/CASING
DOOR TYPES
REMARKS
HEAD
JAMB
THRESHOLD
HARDWARE
-
HM1
HM
FP
H1
J1
-
1
D-2
2
SCW
FP
3'-0" X 7'-0"
-
HM2
HM
FP
H1
J1
-
2
D-3
2
SCW
FP
3'-0" X 7'-0"
-
HM2
HM
FP
H1
J1
-
3
STC
FINISH
3'-6" X 7'-0"
(LISTED IN MINUTES)
MATERIAL
FP
FIRE RESISTANCE
TYPE
SCW
GLASS TYPE
NOMINAL DOOR
OPENING SIZE:
1
OTHERWISE)
FINISH
THICK, UNLESS NOTED
MATERIAL
D-1
OPENING NO.
TYPE
(ALL DOORS ARE 1-3/4"
DETAILS
60
DOOR FRAME TYPES
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
DOOR SCHEDULE LEGEND
DOOR AND FRAME FINISHES
FRAME MATERIAL
HM - HOLLOW METAL
FINISH SCHEDULE
FLOOR
BASE
CEILING
--
EXISTING STORAGE ROOM
W1
F-1
B1
C2
--
ELEVATOR CONTROL CLOSET
W1
F1
B1
C2
--
BALCONY STORAGE
W1
F2
B1
REMARKS
1/2"
PAINTED SILICONE
SEALANT, BOTH SIDES
(TYP)
1/2"
H.M. FRAME
C1
1 15/16"
--
BALCONY
W1
F2
B1
PAINTED SILICONE
SEALANT, BOTH SIDES
(TYP)
4 7/8"
1 15/16"
C1
5 7/8"
DOOR
H1
HEAD
ELEVATOR & RAMP
ADDITION TO
H.M. FRAME
DOOR
2"
PROVIDE STUD
ANCHOR, 3 PER JAMB,
TYP.
J1
PHOENIX
CENTER
5 7/8"
WALLS
1 15/16"
C
1 15/16"
B
1/2"
ROOM NAME
F
1/2"
ROOM#
W
DOOR TYPES
4 7/8"
FP - FIELD PAINT
FF - FACTORY FINISH
2"
DOOR MATERIAL
SCW - SOLID CORE WOOD
FOR
Anne Arundel County
Public Schools
JAMB
291 Locust Ave.
Annapolis, MD 21401
W=WALLS
F=FLOOR
B=BASE
C=CEILING
#
W1 = PAINT
F1 = VCT
F2 = WOOD TO MATCH EXISTING
B1 = RUBBER
DATE
DESCRIPTION
C1 = ACOUSTICAL CEILING TILE
C2 = GYP BD. PAINTED
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
DRAWN:
PBL
CHECKED:
DGM
DATE:
4/10/13
PROJECT #:
12013
SCHEDULES
A4.1
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
FOR
Anne Arundel County
Public Schools
291 Locust Ave.
Annapolis, MD 21401
#
DATE
DESCRIPTION
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
DRAWN:
MS
CHECKED:
JG
DATE:
4/10/13
PROJECT #:
12013
LEGEND
ABBREVIATIONS
NOTES & DETAILS
M1.1
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
FOR
Anne Arundel County
Public Schools
291 Locust Ave.
Annapolis, MD 21401
#
DATE
DESCRIPTION
ISSUED FOR:
KEY PLAN
NO SCALE
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
DRAWN:
MS
CHECKED:
JG
DATE:
4/10/13
PROJECT #:
12013
FLOOR PLAN
NEW WORK
M1.2
ABBREVIATION LIST
EXISTING TO
BE REMOVED
EXISTING
TO REMAIN
SYMBOL LIST
GENERAL ELECTRICAL NOTES
NEW
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
FOR
Anne Arundel County
Public Schools
291 Locust Ave.
Annapolis, MD 21401
#
DATE
DESCRIPTION
LIGHTING FIXTURE SCHEDULE
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
PROJECT #:
DRAWN:
12013
CHECKED:
DATE:
4/10/13
ABBREVIATIONS,
SYMBOLS,LIGHTING
FIXTURES SCHEDULE
& GENERAL NOTES
E.1
CORRIDOR
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
FOR
Anne Arundel County
Public Schools
291 Locust Ave.
Annapolis, MD 21401
CORRIDOR
#
DATE
DESCRIPTION
CORRIDOR
CLASS ROOM
AUDITORIUM
DRAWING NOTES
GENERAL NOTES:
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
PROJECT #:
DRAWN:
12013
CHECKED:
DATE:
KEY PLAN
NO SCALE
4/10/13
DEMOLITION AND
LIGHTING PLAN - PIT,
FIRST & SECOND
FLOORS
E.2
CORRIDOR
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
CORRIDOR
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
FOR
Anne Arundel County
Public Schools
291 Locust Ave.
Annapolis, MD 21401
#
DATE
DESCRIPTION
GENERAL NOTES:
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
PROJECT #:
DRAWN:
12013
CHECKED:
DATE:
KEY PLAN
NO SCALE
4/10/13
POWER & SPECIAL
SYSTEMS PLAN - PIT,
FIRST & SECOND
FLOORS
E.3
GENERAL NOTES:
ANNE ARUNDEL
COUNTY PUBLIC SCHOOLS
ELEVATOR & RAMP
ADDITION TO
PHOENIX
CENTER
FOR
Anne Arundel County
Public Schools
291 Locust Ave.
Annapolis, MD 21401
#
DATE
DESCRIPTION
ISSUED FOR:
REVIEW
AS-BUILTS
BID
REVISIONS
PERMIT
95% CD SET
PROJECT #:
DRAWN:
KEY PLAN
NO SCALE
12013
CHECKED:
DATE:
4/10/13
POWER PLAN ELECTRICAL ROOM
E.4