renovation to building 904 keesler air force base, …
TRANSCRIPT
1091 Tommy Munro Dr. Biloxi, Mississippi 39532 228.594.2323
BILOXI OFFICE
SET NUMBER
RENOVATION TO BUILDING 904KEESLER AIR FORCE BASE, BILOXI, MISSISSIPPIMAHG 089004
EGH PROJECT # 12-030
FINAL DESIGN SUBMITTAL05.01.2013
&
ACT
A/C
@
ADJ
AFD
AFF
ALUM
AF
ALT
BLDG
BJ
BIT
BET
ARCH
BLK'G
BOT
BO
B.R.
BM
BLT
CB
CCTV
C/C
CFH
CAP
CFM
CLG
CL
CI
C.J.
CLO
CMU
CONC
COMP
COL
CLR
CPT
CTB
CT
CONT
CTR
D/DIA
DB
LC.W.
DBL
DEFL
DEPT.
DK
DISP.
D.P.
DS
DN
COND
BLK
ADDT'L
CONST
CONTR.
CPLNG
DET/DTL
DWG(S)
C
NARROW RIB
NOT SHOWN
OUTSIDE AIR
ON CENTER
POWER POLE
PROJECTION
QUARRY TILE
MOISTURE RELEASE VENT
NOT APPLICABLE
NATURAL FINISH
NOT TO SCALE
PLUS OR MINUS
PREFINISH(ED)
PROPERTY LINE
PREFABRICATED
WATER HAMMER ARRESTOR
ON CENTER EACH WAY
NOT IN CONTRACT
POLYVINYL CHLORIDE
POUNDS/SQUARE FOOT
POUNDS/SQUARE INCH
QUARRY TILE BASE
PLASTIC LAMINATE
METAL THRESHOLD
PAPER TOWEL DISPENSER
PDIHBCONSTRUCTION HOSE BIBB
DAMPPROOFING
DRAWING(S)
DOWNSPOUT
DARK
DETAIL
DEFLECTION
DISPENSER
DEPARTMENT
DOWN
JT
JST
IC
INT
INV
INSUL
JAN
DIAMETER
DRY BULB
COLD WATER
CENTER LINE
DOUBLE
CARPET
CONTINUOUS
COUPLING
CERAMIC TILE BASE
CERAMIC TILE
CENTERS HORIZ.
HR
HT
H.W.
HVAC.
HC
HM
HND.
HDWR
HP
JOINT
JOIST
INVERT
JANITOR
INSULATION
INTERIOR
INTERCOMPVC
QTB
QT
P.T.D.
QTY QUANTITY
HORIZONTAL
HEATING, VENTILATION,
AIR CONDITIONING
HOUR
HEIGHT
HOT WATER
HANDICAP
HAND
HOLLOW METAL
HIGH POINT
HARDWARE
PRE FAB
PSF
PP
PR
PROJ
PSI
PAIR
PLAS.
PLYWD.
PF
PL
PL
PNL
PLYWOOD
PLATE
PANEL
FRCUBIC FEET/MINUTE
CONCRETE MASONRY UNIT
COMPRESSION/COMPRESSED
COLUMN
CONCRETE
CONTRACTOR
CONDENSATE
CEILING
CLEAR
CLOSET
CAST IRON
CONTROL JOINT
COLOR
G.F. CMU
G.C.
GL
GPM
GYP.BD.
FS
GA
FT
FTG
GALV
CLOSED CIRCUIT TELEVISION
CAPACITY
CENTER TO CENTER
CATCH BASIN
CUBIC FEET/HOUR
BOTTOM
BEAM
BUILT
BLOCKING
BOTTOM OF
BACKER ROD
FFE
FH
FLR
FIN
F.O.C.
F.O.B.
FA
FAC
FAR
FEC
FD
FE
NTSFRAME
GROUND FACE CMU
GENERAL CONTRACTOR
GALLONS PER MINUTE
GYPSUM BOARD
GLASS
GAUGE
GALVANIZED
FLOW SWITCH
FOOTING
FOOT/FEET
+/-, ±
OPP.
P/PT
OZ.
PART'N
OPPOSITE
PAINT
OUNCE
PARTITION
OCEW
OH
O.C.
OA
OPN'G
OVERHEAD
OPENING
FINISH FLOOR ELEVATION
FACE OF CONCRETE
FACE OF BRICK
FLOOR
FINISH
FIRE HYDRANT
FIRE EXTINGUISHER CABINET
FIRE ALARM REMOTE
FIRE ALARM CABINET
FIRE EXTINGUISHER
FIRE ALARM
FLOOR DRAIN
NF
NR
NS
NIC
NO./#
NOM
NUMBER
NOMINAL
MRV
MTD
MTL
M.T.
N/A
METAL
MOUNTED
TYPICAL ALL SIMILARTYP
WELDED WIRE FABRIC
VINYL WALL COVERING
VINYL COMPOSITION TILE
WIRE GLASS VISION PANEL
UNDERWRITER'S LABORATORY
UNLESS NOTED OTHERWISE
WCO
WD
WG
W/
W.
WH
WP
WWF
WV
WGVP
WATER HEATER
WATERPROOFING
WATER VALVE
WOOD
WIDE, WIDTH
WALL CLEANOUT
WATER GAUGE
WITH
UNO
U.L.
U.C.
VAR
VD
VTR
V.C.T.
VERT
V.W.C.
VARIES
VERTICAL
VOLUME DAMPER
VENT-THRU-ROOF
CONDITIONS
UNDER COUNTER
TOUNGE AND GROOVE
TOILET PAPER HOLDER
SPECIFIED/SPECIFICATIONS
TEMPORARY BENCH MARKTBM
T&B
TEL
T&G
TLT
TOS
TP
T.O.
TH/THK
T.O.B.
THRESH.
TRTD
TOILET
TOP OF
TOP OF STRUCTURE
TOP OF BEAM
TREATED
THICK
TOP AND BOTTOM
TELEPHONE
THRESHOLD
SIM
SL
SP
SQ
SS
STD
SUP
SYN
STL
SPEC
SUSP
STRUCT.
STANDARD
STEEL
SUPPLY
SYNTHETIC
SUSPENDED
STRUCTURAL
SIMILAR
SLOPE
SPACING
SQUARE
STAINLESS STEEL
LINEAR FEET
LAMINATE(D)
LIGHT POLE
MECHANICAL
LENGTH, LONG
MANUFACTURER
MISCELLANEOUS
MASONRY OPENING
LAY-IN ACOUSTICAL CEILING
EL/ELEVADJUSTABLE
ABOVE FINISH FLOOR
AUTOMATIC FIRE DAMPER
ARCHITECT
BUILDING
BITUMEN
BETWEEN
BAR JOIST
BLOCK
ALUMINUM
ALTERNATE
ACCESS FLOORING
EQUIP.
ES
EXT
ESP
EXH
EXPAN
ENT
EQ
EOP
EMBED
ENGR.
ACOUSTICAL CEILING TILE
ANGLE
ADDITIONAL
AIR CONDITIONING
AND
AT
EA
EF
EFC
EJ
ELEC.
EDF
LPELEVATION
EQUIPMENT
EXTERNAL STATIC PRESSURE
EXPOSED STRUCTURE
EXHAUST
EXTERIOR
EXPANSION
ENTERING/ENTRY
EXISTING OVERHEAD PRIMARY
EQUAL
EMBEDDED
ENGINEER
MECH
MFR/MFGR
MIN
MISC
M.O.
MH
MOD.
MINIMUM
MANHOLE
MODIFIED
MA
MAS.
MAX
MAT'L
MIXED AIR
MAXIMUM
MASONRY
MATERIAL
EXPANSION JOINT
ELECTRIC DRINKING FOUNTAIN
EACH
EXHAUST FAN
EACH FACE
ELECTRICAL
L
LAV
LF
LG
LAM
L.A.T.
LEG
LAVATORY
STOREFRONT/SQUARE FEET
REVOLUTIONS PER MINUTE
REQUIREDREQ'D
RET
RPM
RM
RTU
SAN
SD
SF
SA
SCWD
SECT
SHT
SUPPLY AIR
SANITARY
SECTION
SOLID CORE WOOD
SPLITTER DAMPER
SHEET
ROOM
RETURN
ROOF-TOP UNIT
RA
RB
REF
RD
R/RAD
REINF
RADIUS
RETURN AIR
RUBBER BASE
REFERENCE
REINFORCED
ROOF DRAIN
REF.REF.
GULFPORT
BILOXI
KEESLER AIR FORCE BASE OCEANSPRINGS
BAY ST. LOUIS 20 MI.
NEW ORLEANS LA. 100 MI.
INTERSTATE 10
INTERSTATE 110
US ROUTE 90
MISSISSIPPI SOUND
BILOXI BACK BAY
PASS ROAD
PASCAGOULA 20 MI.
MOBILE AL. 50 MI.
US ROUTE 90
INTERSTATE 10
US
ROUTE
49
Parking
Parking
Parking Parking
Parking
Parking
Parking
"L" ST.
"I" ST
GATE 7
GATE 8
GATE 2
GATE 3
GATE 9
GATE 1
INS
TRU
MEN
T R
UN
WA
Y
Parking"H
" ST
Parking
MEADOWS DRIVE
HANGAR ROAD
Gas MeteringStation
RODENBERG AVENUE
GALAXY STREET
Dia. #4
PLOESTI DRIVE
PHANTOM STREET
THUNDERBOLT STREET
EAGLE STREET
ILS
SoftballDia. #5 Softball
7504
Auto WashRack
OVE
R R
UN
03
FALCON STREET
B
A#5
Tank
Parking
Troop Walk
HERCULES STREET
ReviewStand
NW-SE RUNW
AY (DISUSED)
TAX
IWAY
# 2
Parking
TAXIWAY # 3
AIRCRAFT PARKING APRON #1
TAXIWAY #
1
BAY RIDGE
CAPEHARTHOUSING
CURTIS DRIVE
ARNOLD
Gas Reg. &Metering Sta.
CABELL STREET
SHADYLA
WNSHADOWLAWN
WHERRY HOUSING
MITCHELL CIRCLE
PINELAWN
POWER CIRCLE
GRASSLAWN
ORVILLE WRIGHT
Substation
PATRICK DRIVE
PATTON AVEHARMON CIRCLE
HARMON CIRCLE
FECHET DRIVE
FECHET DRIVE
VANDEN
BERG
DRIVE
CHANNEL
CIRCLE
Measuring SetTemp. & Humidity
Tower
Parking
NE
-SW
RU
NW
AY 1
50' X
763
0'
TAXIWAY # 4
TAX
IWAY
# 6
AIR
CR
AFT
PAR
KIN
G A
PRO
N #
2
TAXIWAY # 5
AREASTORAGEAMMO
Fire
AreaTraining
PLAYGROUND
MARINAPARK
SIXTH ST
"D" ST
HOUSING
PINEHAVEN
"B" STREET
"C" STREET
"A" STREET
"M" ST
MS PowerEasement
"C" ST
Parking
Tennis Courts
TrackCinder
"Z"
ST
"Z"
ST
"X" ST
"E" S
T
SubstationPower
"D" ST
Parking
SECOND ST
FIF
TH
ST
CHAPPIE JAMES AVE
Parking
Parking
"L" STParking
Parking
15
16 14
Parking
Rec Pad
Parking
02
01
Rec Pad
Parking
03 05
04
Monument
Parking
Parking
Parking
"C" Street Ditch
SIXTH STREET
"D" STREET
S COURT ST SOUTH
DEVON WAY
"G" ST
MEADOWS DR
SERVICE DR
"H" ST
Parking
FIRST STREET
Parking
Parking
Water Tower
Parking
TAX
IWAY
# 6
AIR
CR
AFT
PAR
KIN
G A
PRO
N #
2
Parking
Parking
FIF
TH
ST
LARCHER BLVD
Parking
Parking
Monument
THIRD ST
Parking
"E" STParking
Parking
BAYVIEW STREET
YORKSHIRE ROAD
BAUGHMAN BLVD
Parking
Water Tank #6
Parking
BENAVON ROAD
MINDEN ROAD
KENSINGTON DRIVE CONCORD CIRCLE
Parking
Tennis Courts
S COURT ST NORTH
N COURT ST
StorageBoat
TowerWater
XX
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X
X
X
X
X
XX
XX
XX
X
XX
X
XX XX
X
X
X
X
X
X
XX X
X
XX
X
X
X
X
XX
XX
XX
X
XX
XXX
X
X
X
X
X
X
X X
X
X
X
XX
XX
X
X
X X
X
X
X
X
X X
X
X
X
XX
XX
XX
XX
XX
XX
X
XXXXXXXX
XX
XXXX
XXXXXX
XXXX
XXXXXX
XX
X
XXX
"Z"
ST
XXXXXXX
XXXX
XXX
XXXX
XXXX
XX
XXXX
X
XXXX
XX
XX
X
X
XXXX
XX
XXXX
XX
X
"E" S
T
RecPad
X
XX
Parking
ZERO STREET
X X
XX
XXXX
XXXX
XX XX
ZERO STREET
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX XX
XXXX
XX
21
XX
XXX
XX
XX
X
DRAWING INDEXDESIGN TEAM
ARCHITECTELEY GUILD HARDY ARCHITECTS, PA1091 TOMMY MUNRO DRIVEBILOXI, MS 39532228.594.2323228.594.2223 FAX
MARK LISHEN, AIA, LEED APPRINCIPAL-IN-CHARGE
KYLE KISH, AIA, LEED APPROJECT ARCHITECTEMAIL: [email protected]
MECHANICAL ENGINEERDELL CONSULTING129 E. GOVERNMENT ST.PENSACOLA, FL 32502850.332.5687850.332.6629 FAX
JASON MAJERUS, PEEMAIL: [email protected]
ELECTRICAL ENGINEERDELL CONSULTING129 E. GOVERNMENT ST.PENSACOLA, FL 32502850.332.5687850.332.6629 FAX
HAL DELL, PEEMAIL: [email protected]
ABBREVIATIONS VICINITY MAP
KEESLER AIR FORCE BASE MAP
GRAPHIC LEGEND
WOOD BLOCKING
CONT BATT INSULATION/ ACOUSTICAL BATTS
GYPSUM BOARD
FLOOR DRAIN
ROOM DESIGNATION
NEW DOOR OPENING
EXISTING WINDOW /DOOR TYPE
COLUMN GRID LINE
DETAIL
ELEVATION/PHOTOGRAPH
BUILDINGSECTION / DETAIL
012B
ROOM NAME000
A3001
A201
A
6.2
A1301
WALL PARTITION TYPE
PHASE 1
PHASE 2
PH
AS
E 3
1. PHASE 1 - CONTRACTOR TO PROVIDE TEMPORARY STORAGE UNIT FOR EXISTING GOVERNMENT FURNISHINGS.GOVERNMENT TO RELOCATE, STORE, & REINSTALL FURNISHINGS. SITE WORK FOR DEMO AND NEW SIDEWALK ONSOUTH SIDE OF BUILDING AND DEMO AND NEW RAMP ON NORTH SIDE OF BUILDING TO OCCUR. PROVIDE TEMPORARYRESTROOM PRIOR TO PROVIDING NEW CONDENSATE DRAIN IN THE NEW MECHANICAL ROOM. REFER TOMECHANICAL, ELECTRICAL AND TELECOM SHEETS FOR ADDITIONAL INFORMATION.
2. PHASE 2 - CONTRACTOR TO PROVIDE TEMPORARY STORAGE UNIT FOR EXISTING GOVERNMENT FURNISHINGS.GOVERNMENT TO RELOCATE, STORE, & REINSTALL FURNISHINGS. PROVIDE TEMPORARY RESTROOM PRIOR TOCOMMENCING PHASE 2 AND CONNECTION OF NEW CONDENSATE DRAIN FOR NEW MECHANICAL ROOM IN PHASE 1.COORDINATE NEW ELECTRICAL SERVICE INSTALLATION AND BUILDING DOWNTIME WITH CONTRACTING OFFICER;CHANGEOVER SHALL BE LIMITED IN TIME AND SHALL OCCUR DURING NON-WORKING HOURS. COORDINATE NEWCHILLER AND BOILER INSTALLATION WITH CONTRACTING OFFICER; THE CHANGEOVER OF THE SYSTEM SHALL BELIMITED IN TIME AND TEMPORARY HVAC SYSTEMS SHALL BE PROVIDED. REFER TO MECHANICAL, ELECTRICAL ANDTELECOM SHEETS FOR ADDITIONAL INFORMATION.
3. PHASE 3 - CONTRACTOR TO PROVIDE TEMPORARY STORAGE UNIT FOR EXISTING GOVERNMENT FURNISHINGS.GOVERNMENT TO RELOCATE, STORE, & REINSTALL FURNISHINGS. CONTRACTOR TO RELOCATE EXISTING CAGEDSHELVING UNITS TO COMPLETE THE WORK; REINSTALL AFTER COMPLETION OF PHASE. REFER TO MECHANICAL,ELECTRICAL AND TELECOM SHEETS FOR ADDITIONAL INFORMATION.
4. PHASE 4 - REMOVAL AND REAPPLICATION OF SEALANT AND SEALANT & BACKERRODS ON EXTERIOR OFBUILDING.
5. BUILDING TO REMAIN OCCUPIED AND IN USE DURING ALL PHASES OF WORK. OWNER WILL RELOCATE TO PHASESNOT BEING WORKED ON AT THAT TIME. POWER AND HVAC SHALL REMAIN OPERATIONAL DURING HOURS OFOPERATION (6 AM-5 PM) IN ALL PHASES NOT BEING WORKED ON. CONTRACTOR TO ENSURE EGRESS PATHS AREMAINTAINED DURING THE WORK.
7. PHASE 1 AND 2 SHALL NOT RUN CONCURRENTLY.
8. PHASE 2 AND 3 SHALL NOT RUN CONCURRENTLY.
8. PHASE 4 CAN OCCUR WITH PHASE 1, 2, 3, OR SEPARATELY.
9. CONTRACTOR PROVIDED ON-SITE STORAGE CONTAINER SHALL BE (2) TWO 8'x40'x8' CONEX TYPE STORAGEUNITS. LOCATION TO BE VERIFIED WITH CONTRACTING OFFICER. CONTRACTOR TO RELOCATEDFURNITURE/EQUIPMENT FROM BUILDING BEFORE EACH PHASE AND REINSTALL AFTER EACH PHASE. LIST OFEQUIPEMENT/FURNITURE TO BE MOVED IS PROVIDED IN THE SPECIFICATIONS.
10. TEMPORARY RESTROOM TO BE WELLS CARGO ULTRA LAV MODEL WC201-ADA OR WC6181-ADA OR EQUAL,WITH A/C, WATER HEATER AND HAND DRYER. FINAL LOCATION TO BE VERIFIED WITH CONTRACTING OFFICER.
GENERAL NOTES -PHASING PLAN
ALL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO QUANTIFY THE MATERIALS SPECIFIED AND INDICATEDTHEIR INTENDED RELATIONSHIP TO EACH OTHER. THE DRAWINGS ARE NOT TO BE SCALED. THE VARIOUS SCALESUSED ON THE DRAWINGS MAY NOT ALLOW FOR ALL THE FITTINGS, OFFSETS, AND ACCESSORIES THAT MAY BEREQUIRED TO COMPLETE THE WORK. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE CONDITIONS THATWOULD AFFECT THE WORK TO BE PREFORMED AND SHALL ARRANGE SUCH WORK AS NECESSARY TO COMPLYWITH THE INTENT OF THE CONSTRUCTION CONDITIONS.
THIS PROJECT DOES NOT CONTAIN ASBESTOS MATERIAL IN THE CONSTRUCTION AREA.
THIS PROJECT DOES NOT CONTAIN LEAD BASED PAINT MATERIAL IN THE CONSTRUCTION AREA.
KEESLER AIR FORCE BASE
BASE CONTRACTINGBLDG 4605
CSC APPLIED TECHNOLOGIESBLDG 4705
MAIN GATE / VISITORS CENTER(WHITE AVE VIA HWY 90)
SECURITYPOLICEBLDG 3524
PROJECTLOCATIONBLDG 904
CONTRACTOR'STRUCK ROUTE
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
DR
AW
ING
IND
EX
& P
RO
JEC
T IN
FO
RM
AT
ION
G001 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
GENERALG000 TITLE SHEETG001 DRAWING INDEX & PROJECT INFORMATIONG102 LIFE SAFETY PLAN
ARCHITECTURALD100 SITE PLAN - EXISTING / DEMOLITIOND110 FLOOR PLAN - DEMOLITIOND111 DEMOLITION PHOTOGRAPHS & DETAILSD120 REFLECTED CEILING PLAN - DEMOLITIOND130 EXIST BUILDING ELEVATIONS - DEMOLITION /
NEW WORK
D131 EXIST PANEL ELEVATIONS - DEMOLITION / NEWWORK
D132 EXIST JOINT DETAILS - DEMOLITION / NEWWORK
D140 SECTIONS AND DETAILS - DEMO
A100 SITE PLAN - NEW WORKA101 HANDICAP RAMP - DEMOLITION / NEW WORKA110 FLOOR PLAN - NEW WORKA120 REFLECTED CEILING PLAN - NEW WORKA140 WALL SECTIONS & DETAILS - NEW WORKA600 DETAILS & SCHEDULESA601 DETAILS
MECHANICALM010 LEGEND, NOTES, AND ABBREVIATIONSM101 GROUND FLOOR PLAN - DEMOLITIONM111 GROUND FLOOR PLAN - HVACM112 GROUND FLOOR PIPING PLAN - HVACM113 ENLARGED PLANS - HVACM114 ENLARGED PLANS - HVACM200 SCHEDULES-HVACM201 SCHEDULES-HVACM300 DETAILS-HVACM400 HYDRONIC SYSTEMS & PIPING SCHEMATICSM401 HYDRONIC SYSTEMS & PIPING SCHEMATICSM500 CONTROLS-HVACM501 CONTROLS-HVACM502 CONTROLS-HVAC
ELECTRICALE010 LEGEND, NOTES, & ABBREVIATIONSE020 SITE PLAN - ELECTRICALE101 FIRST FLOOR PLAN - DEMOLITIONE111 FIRST FLOOR - LIGHTINGE121 FIRST FLOOR PLAN - POWERE122 ENLARGED POWER PLANSE123 FIRST FLOOR PLAN - MECHANICAL POWERE131 FIRST FLOOR PLAN - FIRE ALARME200 DETAILSE201 DETAILSE202 DETAILSE300 RISER DIAGRAMSE400 SCHEDULESE401 SCHEDULESE402 SCHEDULES
1" = 30'-0"G0011 PHASING PLAN
INTERIORSI500 PROPOSED FURNITURE PLANI600 FINISH SCHEDULES
TELECOMMT010 LEGEND, NOTES, ABBREVIATIONST101 FIRST FLOOR PLAN - DEMOLITIONT110 FIRST FLOOR PLAN - TELECOMMUNICATIONST200 DETAILST201 DETAILST202 DETAILST301 SINGLE LINE DIAGRAMST401 ENLARGED FLOOR PLAN & RACK ELEVATIONS
NOT TO SCALEG0014
CONSTRUCTIONSITE SIGN
FIRE PROTECTIONFP111 GROUND FLOOR PLAN - FIRE PROTECTION
REF.REF.
30.6"33"
2HR
2HR
2HR
2HR
2HR
2HR
1HR 1HR 1HR
1HR 1HR 1HR
1HR
1HR
1HR
44620
22A
110420
54A
130020
65A
30325006
S
14442100
144B
FOR ALL AREASNOT NOTED ONPLAN
30.6"33"
336.6"33"
6012"33"
6012"33"
6012"33"
6012"33"
CODE ANALYSISAPPLICABLE CODES
INTERNATIONAL BUILDING CODE, 2012INTERNATIONAL FIRE CODE, 2012NFPA 101, LIFE SAFETY CODE, 2012
BUILDING SUMMARY
BUILDING CONSTRUCTION-PRIMARY OCCUPANCY CLASSIFICATION:
GROUP B: BUSINESSINCIDENTAL-USE AREAS, GROUP A: ASSEMBLY, AND GROUP S: STORAGE
-CONSTRUCTION TYPE: IBC TYPE IIB-NONCOMBUSTIBLE MATERIALS EXT WALLS, INTERIOR WALLS BY CODE-SPRINKLERED
ACTUAL GROSS FLOOR AREA: 20,510 SF
ACTUAL NET FLOOR AREA:BUSINESS & ASSEMBLY 17,342 SFSTORAGE (MOBILITY STORAGE) 3,042 SFCOVERED AREA(@ 1/2) 126 SF
TOTAL: 20,510 SF
ACTUAL HEIGHT: 27'-6" (1 STORY)
OCCUPANT LOAD: 276
NUMBER OF EXITSREQUIRED: MORE THAN 1000 OCCUPANTS = 4
(2 EXITS REQUIRED WHERE THE OCCUPANT LOAD OF A SPACE EXCEEDS 50OCCUPANTS)
PROVIDED: 7
OCCUPANCY LOAD FACTORS
(IBC TABLE 1004.1.2)
1. ASSEMBLY 20 NET/ PERSON2. BUSINESS 100 GROSS/ PERSON4. WAREHOUSE 500 GROSS/ PERSON
OCCUPANCY CALCA........................................ 2,850 SF/ 20= 141B........................................ 14,492 SF/ 100 = 144S.........................................3,042 SF/ 500 = 6
TOTAL OCCUPANTS = 291
MEANS OF EGRESS REQUIREMENTS
(WITH AUTOMATIC FIRE SPRINKLER SYSTEM)
A: ASSEMBLY OCCUPANCY- MAXIMUM ALLOWABLE TRAVEL DISTANCE: 250 FT (IBC TABLE 1016.1)- MAXIMUM ALLOWABLE DEAD END: 20 FT (IBC 1017.3)- MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL: 75 FT (IBC 1014.3)
B: BUSINESS OCCUPANCY- MAXIMUM ALLOWABLE TRAVEL DISTANCE: 300 FT (IBC TABLE 1016.1)- MAXIMUM ALLOWABLE DEAD END: 50 FT (IBC 1017.3)- MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL: 100 FT (IBC 1014.3)
S: STORAGE- MAXIMUM ALLOWABLE TRAVEL DISTANCE: 400 FT (IBC TABLE 1016.1)- MAXIMUM ALLOWABLE DEAD END: 20 FT (IBC 1017.3)- MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL: 100 FT (IBC 1014.3)
REQ'D EGRESS WIDTH
PER TABLE 1005.1291 OCCUPANTS X .2 (SPRINKLERED) = 58.2" = 4'-10"
PROVIDED: 4 DOOR(S) @ 33"1 DOOR(S) @ 66"
198" = 16'-6"
OCCUPANCY SEPARATION
MIXED USE - NONSEPARATED PER SECTION 302.3.1 (B & A)SEPERATED - 2 HR (S & B)
INCIDENTAL USE: STORAGE ROOMS OVER 100 SF = 1HR
CORRIDOR RATINGSW/ SPRINKLERS = 0 (IBC 1016.1)WIDTH NO LESS THAN 44" (IBC 1016.2)
ALLOWABLE BUILDING HEIGHTS & AREAS
(IBC TABLE 503, SECTION 504.2, SECTION 506)
A-3: ASSEMBLYMAXIMUM ALLOWABLE BUILDING AREA: 9,500 SFMAXIMUM ALLOWABLE BUILDING HEIGHT: 55FTMAXIMUM ALLOWABLE NUMBER OF STORIES: 2
B: BUSINESSMAXIMUM ALLOWABLE BUILDING AREA: 76,000 SFMAXIMUM ALLOWABLE BUILDING HEIGHT: 55 FTMAXIMUM ALLOWABLE NUMBER OF STORIES: 4 STORIES
S: STORAGEMAXIMUM ALLOWABLE BUILDING AREA: 26,000 SFMAXIMUM ALLOWABLE BUILDING HEIGHT: 55 FTMAXIMUM ALLOWABLE NUMBER OF STORIES: 4 STORIES
EXCEPTION ALLOWABLE BUILDING AREA:
507 - UNLIMITED AREA BUILDINGS: 507.2 Sprinklered, one story.The area of a one-story, Group B, F, M or S building or a one-story Group A-4 building of other thanType V construction shall not be limited when the building is provided with an automatic sprinklersystem throughout in accordance with Section 903.3.1.1, and is surrounded and adjoined by publicways or yards not less than 60 feet (18 288 mm) in width.
LIFE SAFETY LEGEND
3201004
B
ROOM AREA(SQ. FT.)
OCCUPANCYGROUP
OCCUPANT LOAD(PERSONS)
OCCUPANTLOAD FACTOR 11
1.7"32"
OCCUPANTLOAD
REQUIREDEXIT WIDTH(INCHES)
PROVIDED EXIT WIDTH(INCHES)
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
LIF
E S
AF
ET
Y P
LA
N
G102 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
1" = 10'-0"G1021 LIFE SAFETY PLAN
BUILDING 904
MECHANICAL YARD - SEEMECH & ELEC FOR DEMOWORK THIS AREA
OUTLINE OF EXISTINGMECHANICAL ROOM - SEEMECH & ELEC FORLOCATION OF TEMPPOWER FOR JOB TRAILER
LAYDOWN AREA
CONTRACTOR SHALLALLOW CLEARSPACE FOR EGRESSROUTES (4'-0" WIDEMIN BTWN CURBAND FENCING)WHEN WORK IS NOTBEING COMPLETEDIN THIS AREA. SEEPHASING PLAN FORSTAGING OF WORK.
LOCATION OFTEMPORARY TOILETFACILITIES
30'-6
" +
/-
REMOVE 6' WIDESIDEWALK TO NEARESTEXPANSION JOINT.PREPARE FOR NEWSIDEWALK. SEE PHASINGPLAN.
PARKING , DRIVINGLANE, ANDLOADING AREA TOREMAINOPERATIONALDURING ALLPHASES OF WORK
SEE MECHANICAL FORREMOVAL OF HVAC LINES
TRANSFORMER -SEE ELECTRICAL
TRANSFORMER -SEE ELECTRICAL
REMOVE PORTIONOF CURB,LANDSCAPING ANDCONCRETE PADS.SEE PHASING PLANFOR STAGING OFWORK.
A1011
DEMOLISH EXISTINGCONCRETE WALK TOEXPANSION JOINT -EXISITING 4" WALK HAS6x6 WWF; COORDINATEWITH BASE ARBORIST ONEXENT OF TREE ROOTTHAT CAN BE REMOVED.
30'-6" +/-
REMOVE PIPING &ACCESSORIES - SEEMECHANICAL; PREPEAREBUILDING WALLPENETRATION FOR NEWCOVER
1. LAY-DOWN AND WORK AREAS SHALL BE RETURNED TO PRE-CONSTRUCTION CONDITIONS ATTHE COMPLETION OF THE WORK. REPLACE TURF, FILL DIVOTS, PATCH/REPLACE DAMAGEDCONCRETE WALKS AND CURBS, ETC.
2. LAY-DOWN AREA SHOWN IS PROPOSED. FINAL LOCATION TO BE COORDINATED WITHCONTRACTING OFFICER.
3. SEE PHASING PLAN FOR STORAGE AND RESTROOM REQUIREMENTS DURING ALL PHASES OFWORK.
4. CONTRACTOR TO PROVIDE 6'-0" HIGH CHAIN LINK FENCING WITH INSERTS AROUND LAY-DOWNAREA, AS A MINIMUM.
5. SEE ELECTRICAL AND MECHANICAL FOR ADDITIONAL SITE WORK.
6. SEE THE EXISTING/DEMOLITION FLOOR PLAN FOR DEMOLITION WORK AT WINDOWS AND DOORS.
GENERAL NOTES - SITE DEMOLITION
EXISTING WALKS/CURBS/ETC
LEGEND - SITE DEMOLITION
BUILDING OUTLINE
LAY-DOWN AREA PERIMETER
TREES/PLANTINGS TO REMAIN
WORK TO BEDEMOLISHED
LOCATION/DIRECTION OF PHOTOGRAPH
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
SIT
E P
LA
N -
EX
IST
ING
/ D
EM
OL
ITIO
N
D100 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
1" = 20'-0"D1001
Architectural Site Plan- Existing/Demolition
1/8" = 1'-0"D1002
PHOTOGRAPH -EXISTING SIDEWALK
1/8" = 1'-0"D1003
PHOTOGRAPH -MECHANICALPENETRATION
NO
RTH
0' 10' 20' 40'
3D100
2D100
77'-8
"
126'-8"
69'-8
"
21'-4"
154'-0" 56'-8"
37'-6 7/8" 59'-7" 15'-0" 12'-0" 14'-6 3/4" 13'-0"
6'-2
"9'
-9 1
/2"
13'-0
"12
'-9 5
/8"
10'-9 1/8"
26'-5
5/8
"
12'-8
"
27'-9 1/2"
11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-1 1/8"
75'-4
5/8
"
11'-0
"
11'-0
"
5'-6
"
29'-5
1/4
"13
'-11
1/8"
5'-6
"
8'-8
"
12'-2" 15'-3 1/2"
17'-11 1/2" 9'-8"
10'-0
"
11'-7 1/2" 4'-6" 11'-4"
7'-2
"10
'-4 3
/4"
8'-2
"8'
-4"
16'-6
"
16'-6
"16
'-6"
24'-4
"4'
-6"
11'-3
1/4
"
7'-3
1/4
"16
'-8"
6'-0
"10
'-4"
7'-8 1/2" 10'-9 1/2" 10'-10" 11'-4" 16'-0"
5'-6"
27'-2 1/2"
5'-4"17'-10 1/2" 4'-0"
13'-1
"15
'-6 1
/2"
16'-0
"20
'-10"
7'-5
1/2
"8'
-1"
21'-2"
27'-7 1/2"
6'-11"
20'-11"1'-0" 23'-2 7/8"
10'-4"4'-4 1/8" 23'-6" 6'-0 7/8"
11'-5 5/16" 11'-2 11/16"
W1 W1 W1D2
1
4
4
7 8
5
9
4
5
10
2-HOUR CMU WALL
1-HR GYP BDPARTITION TIGHTTO DECK W/ MTLSECURITY LATHE
1-HR GYP BDPARTITION
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1W1W1W1
W1
W1W1W1W1W1W1W1W1D1
D1
D1
D1
D3
D4 D4
D2
W1
1-HR GYP BDPARTITION
W2
ABOVE
W2
ABOVE
LINE OFPLATFORMTO BEREMOVED
LINE OFPLATFORMTO BEREMOVED
23'-0
"54
'-8"
2-LEVEL CAGEDMETAL STORAGERACK - TYP
D5
D5
7D111
8D111
9D111
7
EQ
UA
L3'
-8"
EQ
UA
L
14'-0"6'-0"
Breakroom172
Open Office167
Open Office168
Mechanical169
Telecomm170
Electrical171
Women173
Men176
Open Office109
Vestibule112
Jan175
Vestibule162
Mobility Storage377
Mobility Storage378
5'-8"
MOVABLE PARTITIONABOVE TO REMAIN,PROTECT DURINGRENOVATION.
2
2
11
11
10'-3 1/8"
21'-1 9/16"
6'-7 17/64"
14'-4
"
4
4
4
4
4
8
8
8
6'-1
0 7/
8"
9
3
3
10D111
12
12
12
12
12
12
12
12
12
12
1
D140
2
D140
12
6
W1
ACCESSPANEL TOREMAIN
28'-0
"8'
-0"
17'-0" 28'-8" 17'-0"
10'-0"
15'-6" 10'-6"
15'-6
"10
'-2"
3'-2" 3'-2"
62'-8"
W1
W1
W1
W1 W1 W1
W1
W1
D4 D4
W1
Vestibule162
Reception163
Storage164
Office165
Office166
BRACE WALLDURING DEMOANDINSTALLATION OFNEW WALLS.
1. INFORMATION GIVEN WAS TAKEN FROM ORIGINAL DRAWINGS AND ON-SITE MEASUREMENTS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONSAND CONDITIONS.
2. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN THE DRAWINGAND DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OFUNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THEWORK AS INDICATED IN THESE DOCUMENTS, THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF THE CONDITION INQUESTION BEFORE PROCEEDING WITH WORK IN THAT AREA.
3. DASHED LINES INDICATE ITEMS TO BE DEMOLISHED.
4. SEE MECHANICAL, ELECTRICAL, TELECOM, AND FIRE ALARM ANDPROTECTION DRAWINGS FOR FURTHER ITEMS TO BE REMOVED ANDDEMOLISHED AND FOR COORDINATION.
5. PATCH AND REPAIR ALL SURFACES AND ABUTTING SURFACES OFDEMO ITEMS. PREPARE EACH SURFACE TO RECEIVE NEW CONSTRUCTIONFINISH.
6. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM THESITE AND DISPOSED OF OFF SITE IN A LEGAL LANDFILL. CONTRACTOR ISNOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS ON SITE: ALLMATERIALS TO BE REMOVED IN A TIMELY FASHION.
7. REMOVE FLOOR FINISHES IN ALL LOCATIONS EXCEPT THE ROOMSFOLLOWING FROM THIS PLAN: 162, 170, 171, 172, 173,175,176. SAW CUTTILE AT DOOR OPENINGS. PREP FLOOR SUFRACE FOR NEW FINISH.
8. REMOVE WALL AND BASE FINISHES, UP TO 10'-6" AFF, IN ALLLOCATIONS EXCEPT ROOMS: 162, 170, 171, 173, 175, 176. PREPSURFACES FOR NEW FINISHES.
9. REMOVE ALL SEALANT AND SEALANT & BACKER RODS ON EXTERIOROF BUILDING. SEE D130, D131, & D132 FOR EXISTING LOCATIONS ANDDETAILS. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS.
10. THE SEALANT AND BACKER ROD, INTERIOR AND EXTERIOR, ARE TO BEREMOVED AND THE SURFACE IS TO BE PREPARED FOR NEW SEALANTAND BACK ROD FOR THE FOLLOWING OPENINGS. REPAIR ANYSURFACES IF DAMAGE OCCURS DURING REMOVAL AND REINSTALLATIONOF SEALANTS AND BACKER RODS.
W1: SEE IMAGE 1/D111 W2: SEE IMAGE 2/D111D1: SEE IMAGE 3/D111 D2: SEE IMAGE 4/D111D3: SEE IMAGE 5/D111 D4: SEE IMAGE 6/D111D5: 17'-8" X 20'-0" COILING DOOR
11. SEE SHEET A600 OPENING SCHEDULE FOR DOORS, FRAMES,HARDWARE TO REMAIN.
GENERAL NOTES -BUILDING DEMOLITION SAW CUT BRICK AND BLOCK FOR NEW LOUVER
AND SUPPORTING ANGLES.
REMOVED STEEL CAGE AND SHELVING. ADJUSTREMAINING CAGES TO COMPLETE WORK.REINSTALL CAGES/SHELVING ON WORKCOMPLETION IN THAT PHASE.
REMOVE DOOR AND FRAME. PREP WALL FORMETAL STUD AND GYPSUM BOARD INFILL.
REMOVE EXISTING CORRIDOR FLOOR. SAWCUT TILE AT RESTROOM DOORS. PREP AREAFOR NEW FLOOR FINISH.
REMOVE MECHANICAL EQUIPMENT ANDACCESSORIES; REMOVE SERVICE FOREQUIPMENT BEING REMOVED - SEEMECHANICAL AND ELECTRICAL. CONTACTGOVERNMENT FOR FIRST RIGHT OF REFUSALON ALL EQUIPMENT.
REMOVE MILLWORK.
SAWCUT OPENING FOR NEW CONDENSATEDRAIN IN EXTERIOR WALL - SEE MECHANICALFOR NEW DRAIN LOCATION & ROUTING.
REMOVE BUILDING EXPANSION JOINT FROMWALL AND FLOOR; PREP FOR NEW EXPANSIONJOINT. SEE DTL 4/D140.
REMOVE/ADJUST EXISTING HOUSEKEEPINGPADS FOR EQUIPMENT BEING REMOVED - SEEMECHANICAL
REMOVE MOVABLE PARTITION ANDACCESSORIES; SEE 12/D111.
SCRAPE LOOSE PAINT FROM WALLS, ANDROOF STRUCTURE AND DECK; PREP FOR NEWPAINT.
REMOVE DOOR; FRAME TO REMAIN. INSERTPANEL TO REMAIN, PREP FOR NEW LAMINATE.
KEYNOTES -BLDG DEMO
1
2
3
4
5
6
7
8
9
10
11
12
GYP BD W/ MTL STUDSPARTITION THRUCEILING
LEGEND - BLDG DEMO
DEMOUNTABLEPARTITIONS TOUNDERSIDE OFCEILING
SYSTEMSFURNITURE/DEMOUNTABLEPARTITIONS TO 7'-0" +/- AFF
WORK TO BEDEMOLISHED
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
FL
OO
R P
LA
N -
DE
MO
LIT
ION
D110 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
NO
RTH
0' 4' 8' 16' 1/8" = 1'-0"D1101
PARTIAL FLOORPLAN - AREA A
1/8" = 1'-0"D1102
PARTIAL FLOORPLAN - AREA B N
OR
TH
0' 4' 8' 16'
MATCHLINE
MATCHLINE
3'-4" +/-
6'-0" +/-
16'-0" +/-
2'-6
" +
/-
8'-8" +/-
3'-4" +/-
10' -
1"
+/-
5'-0" +/-
6'-4" +/-
8'-8
" +
/-
EQUIPMENT TO BEREMOVED - SEE MECH
REMOVE DOORS; FRAME TO REMAIN
DOOR AND SLABREMOVED AT SOMELOCATIONS
SLAB REMOVED ATSOME LOCATIONS
6'-4" +/-
10'-0
" +
/- 4'-8
" +
/-
4'-8" +/-
12'-0
" +
/- A
FF
EQUAL
EQUAL
SAW CUT BRICK ANDBLOCK BACKUP;PREPARE FORLOUVER
REROUTE CONDUITFOR LIGHT FIXTURE -SEE ELECTRICAL
CONTRACTOR TOTEMPORARYRELOCATE 2-LEVELCAGED OPEN METALSHELVING UNIT ASREQ'D TO COMPLETEWORK IN AREA; UNITAPPROX 8'-4" W x 7'-4"D x 20'-0" T EACH, SEEDEMO PLAN FOREXISTING LOCATIONS
REMOVEMECHANICAL UNITAND ACCESSORIES;PATCH SURFACEFOR NEW FINISH -SEE MECHANICAL
REMOVE VINYLWALLCOVERING;PREP SURFACEFOR NEW FINISH
REMOVE FLOORCOVERING TOCONCRETE SLAB;PREP FOR NEWFINISH
REMOVE MOVABLEPARTITION, END SEAL, ANDCEILING TRACK; PREPAREWALL FOR NEW FINISH.CEILING TRACKACCESORIES/STRUCTURETO BE REMOVED TOALLOW NEW CEILING TOPASS CONTINUOUSLY .
EXISTING W16x26STL BEAM
1'-2
" +
/-4'
-8"
12'-0
" +
/-
5'-10" 5'-10"
EXISTING 8x8TUBE STLCOLUMN - TYPBOTH SIDES
EXISTING 1" DIAROD CROSS-BRACING - TYPBOTH SIDES
PROPOSEDLOUVER OPENINGLOCATION, CUTALONG MORTARJOINTS FOR TOPAND BTM
FINISHED FLOORELEVATION
TO
P O
F B
EA
M
19'-2
"
4'-8"
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
DE
MO
LIT
ION
PH
OT
OG
RA
PH
S &
DE
TA
ILS
D111 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
1/8" = 1'-0"D1111 WINDOW 1
1/8" = 1'-0"D1112 WINDOW 2
1/8" = 1'-0"D1113 DOOR 1
1/8" = 1'-0"D1114 DOOR 2
1/8" = 1'-0"D1115 DOOR 3
1/8" = 1'-0"D1116 DOOR 4
1/8" = 1'-0"D1117 PHOTOGRAPH - LOUVER LOCATION
1/8" = 1'-0"D1118 PHOTOGRAPH - SHELVING
1/8" = 1'-0"D1119 PHOTOGRAPH - HVAC UNIT
1/8" = 1'-0"D11112 PHOTOGRAPH -MOVABLE PARTITION 2
1/4" = 1'-0"D11110
HIGH BAY CROSSBRACING LOCATION
1
2
5
5
5
5
2
3
4
4
4
.
5
2
1. INFORMATION GIVEN WAS TAKEN FROM ORIGINAL DRAWINGS AND ON-SITE MEASUREMENTS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONSAND CONDITIONS.
2. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN THE DRAWINGAND DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OFUNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THEWORK AS INDICATED IN THESE DOCUMENTS, THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF THE CONDITION INQUESTION BEFORE PROCEEDING WITH WORK IN THAT AREA.
3. ALL ACOUSTICAL CEILING TILE, GRID, ACCESSORIES, LIGHTFIXTURES, EXIT LIGHTS, AND MECHANICAL DEVICES ARE TO BEREMOVED AND REPLACED U.N.O. WIRELESS ACCESS POINTS,SPEAKERS, AND FIRE PROTECTION DEVICES ARE TO REMAIN U.N.O. SEEMECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION.CONTRACTOR TO SUSPEND EXISTING FIXTURES TO REMAIN FROMSTRUCTURE TO ENABLE REMOVAL OF CEILING, MECHANICAL ANDELECTRICAL DEVICES. AFTER CEILING IS REPLACED FIXTURES TO BEREINSTALLED.
4. SEE DEMOLITION PLAN, D110, FOR LOCATION OF WALLS THATINTERRUPT CEILING, RUN TIGHT TO CEILING, AND STOP 7'-0" AFF.
5. DASHED LINES INDICATE FIXTURES TO BE REMOVED.
6. SEE MECHANICAL, ELECTRICAL, TELECOM, AND FIRE ALARM ANDPROTECTION DRAWINGS FOR FURTHER ITEMS TO BE REMOVED ANDDEMOLISHED AND FOR COORDINATION.
7. ALL MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM THESITE AND DISPOSED OF OFF SITE IN A LEGAL LANDFILL. CONTRACTOR ISNOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS ON SITE: ALLMATERIALS TO BE REMOVED IN A TIMELY FASHION.
8. SEE SHEET FP111 FOR REQUIREMNTS OF THE FIRE SPRINKLERSYSTEM.
GENERAL NOTES -RCP DEMOLITION
MOVABLE PARTITION TOP TRACKTO REMAIN; PROTECT DURINGDEMO AND CONSTRUCTION.
REMOVED CEILING EXPANSIONJOINT
REMOVE MOVABLE PARTITIONTOP TRACK TO ALLOW NEWCEILING TO RUNUNINTERRUPTED ACROSSSPACE.
SEE MECHANICAL ANDELECTRICAL FOR REMOVAL OFACCESSORIES IN THIS SPACE.
HARD CEILING TO REMAIN,REMOVE FIXTURES AND PATCHAND PREPARE FOR NEW FINISH.
KEYNOTES -RCP DEMO
1
2
3
4
5
2X2 LAY IN TILE - ALLTO BE REMOVED
RCP LEGEND - DEMOLITION
GYP BOARD - ALLTO REMAIN
EXP STRUCT
MECHANICAL/FIREPROTECTIONACCESSORIES TOREMAIN/RELOCATE - SEEFP111 FOR FPREQUIREMENTS
ELECTRICALACCESSORIES TOREMAIN/RELOCATE
ACCESSORIES TOBE REMOVED - SEEMECH & ELEC
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
RE
FL
EC
TE
D C
EIL
ING
PL
AN
- D
EM
OL
ITIO
N
D120 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
1/8" = 1'-0"D1201 PARTIAL DEMO RCP - AREA B
1/8" = 1'-0"D1202 PARTIAL DEMO RCP - AREA A
MATCHLINE
MATCHLINE
NO
RTH
0' 8' 16' 32'
NO
RTH
0' 8' 16' 32'
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
EX
IST
BU
ILD
ING
EL
EV
AT
ION
S -
DE
MO
LIT
ION
/ N
EW
WO
RK
D130 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
NOTES:1. EXIST ELEVATIONS FORREFERENCE ONLY. SEE SHEET D131FOR PANELS LAYOUTS. CONTRACTORTO FIELD VERIFY ALL CONDITIONS.2. REMOVE DOWNSPOUTS FORACCESS TO CJ / EJ. STORE ANDREINSTALL.
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
AuthorKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
EX
IST
PA
NE
L E
LE
VA
TIO
NS
- D
EM
OL
ITIO
N /
NE
W W
OR
K
D131 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
NOTES:1. CONTRACTOR TO FIELDVERIFY ALL CONDITIONS.2. REFER TO SHEET D132 FORALL REFERENCES TO EXISTINGSHEET A17.
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
EX
IST
JO
INT
DE
TA
ILS
- D
EM
OL
ITIO
N /
NE
W W
OR
K
D132 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
NOTES:1. CONTRACTOR TO FIELD VERIFYALL CONDITIONS.2. REMOVE EXISTING SEALANT ANDBACKER RODS. PREPARE FOR NEWSEALANT AND BACKER RODS.3. NEW SEALANT TO BE URETHANEBASED.
CAST STONECOPING
CAST STONE WALLPANEL
CMU PARAPETBACK-UP
W16x31 STL BEAM
15# FELT OVER 1/2"EXTERIOR GYPSUMBOARD
FACE BRICK
MASONRY TIES 16"OC EW
1/2" SEALANT AND15# FELT OVER 1/2"EXTERIOR GYPSUMBOARD
8" METAL STUDS @16" OC
SOLDIER COURSEFACE BRICK W/WEEPS @ 24" OC
MODIFIED BITUMENROOF ASSEMBLY
METAL ROOF DECK W/16 H5 STL ROOF JOISTS@ 4'-0" OC MAX
REMOVE ACT CEILINGASSEMBLY
REMOVE RUBBER BASE
4" CONCRETE SLAB W/ 6x6-W2.9xW2.9 WWF - REMOVEFLOOR FINISH MATERIAL
COMPACTED FILL W/ 6 MILVAPOR BARRIER
1'-2"
2 5/
8"6"
6'-5
1/8
"11
'-6 5
/8"
5 3/
8"
THRU-WALLFLASHING
18'-1
1 1/
4" +
/-
REMOVE VINYL WALLCOVERING ALL AROUNDAND REMOVE 5/8" GYPSUMBOARD W/ FOIL BACKINGFLOOR TO CEILING THEWIDTH OF THE NEWLOUVER PLUS TWO (2) STUDWIDTHS EA SIDE
10'-2 5/8" AFG
12'-2 5/8" AFG
9 B
RIC
K C
OU
RS
ES
2'-0
"
0'-0"
0'-2 5/8" AFG
FINISH GRADE
FINISH FLOOR
6" 8"
BTM OF PANEL/TOP OF OPNG
REMOVE R-19 BATTINSUL @ LOCATIONOF NEW STUDS
REMOVE FACE BRICK ,EXTERIOR GYPSUMBOARD, FELT, AND MISCACCESSORIES.
BTM OF OPNG
6" CAST STONEWALL PANEL
W16x26 STL BEAM
FACE BRICK
HORZ JOINT REINFW/ MASONRY TIES16" OC EW
SOLDIER COURSEFACE BRICK W/WEEPS @ 24" OC 8" CONCRETE SLAB W/ #3
REBAR @ 12" OC EWCOMPACTED FILL W/ 6 MILVAPOR BARRIER
75 C
OU
RS
ES
OF
BR
ICK
16'-8
"5
3/8"
2 5/
8"
THRU-WALLFLASHING 8" CMU W/ 1" DIA
CROSSBRACING RODSEMBEDDED
16'-8" AFF
6" 8"
0'-0" FFE
REMOVE BACKERROD & SEALANT
BITUMINOUSDAMPPROOFING
8" CMU BOND BEAMW/ 2 #5 REBARCONT
BTM OF BOND BEAM/
12'-0" AFF
BTM OF OPNG
19'-2" AFF
TOP OF STL
REMOVE 8" CMU,FACE BRICK &ACCESSORIES
21 B
RIC
K /
7 C
MU
CO
UR
SE
S
4'-8
"
TOP OF OPNG
19'-1
63/
64"
1'-2
9/3
2"1'
-3 4
5/64
"
REMOVE AND PREP FOR NEW PRE-MOLDED JOINT
(@ WALL LOCATIONS )
(SIMILAR @ COPING)
REMOVE JOINT ANDCONCRETE - AND PREP FORNEW
2" +
/-
CHECKED:DRAWN:
NUMBER:DATE:
DA
TE
/ D
ES
CR
IPT
ION
:R
EV
:
1091
TO
MM
Y M
UN
RO
DR
IVE
, BIL
OX
I, M
S 3
9532
228.
594.
2323
P...
..228
.594
.222
3 F
A R C H I T E C T S
eleyguildhardy.com
A R
C H
I T
E C
T S
KLKKLK
05.01.201312-030
RE
NO
VA
TIO
NS
TO
BU
ILD
ING
904
KA
FB
SE
CT
ION
S A
ND
DE
TA
ILS
- D
EM
O
D140 12-0
30R
ENO
VATI
ON
S TO
BU
ILD
ING
904
KAF
B
3/4" = 1'-0"D1401 Mech Room Wall Section - Demo
3/4" = 1'-0"D1402 High Bay Storage Wall Section - Demo
NOT TO SCALED1403
EXISTING TYPEXTERIOR EXP JT -DEMO
NOT TO SCALED1404
EXISTING TYPFLOOR EXP JT -DEMO