Attach 6 - As-Built Drawings.pdf

PDF 38 MB Posted Aug 17, 2020

Attached to: Renovate Heritage Room Wall B206
Solicitation number: FA449720R0039
Issued by: Department of the Air Force Air Mobility Command

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Solicitation (SF 1442) - FA449720R0039.pdf	PDF	Aug 18, 2020
Attach 1 - SOW B206 Renovation Statement of Work 14 August 2020.pdf	PDF	Aug 17, 2020
Attach 5 - DAFB_Standard_Specifications.pdf	PDF	Aug 17, 2020
Attach 4 - DAFB_Local_Design_Guide_(9_Apr_18).pdf	PDF	Aug 17, 2020
Attach 3 - Wage Determination Building DE20200007 15 May 2020.pdf	PDF	Aug 17, 2020
Solicitation - FA449720R0039.pdf	PDF	Aug 17, 2020
Attach 2 - Bid Schedule.pdf	PDF	Aug 17, 2020

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CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

E D

H E

C K

F I N

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I O

A S

U I L

W I N

G S

G001

COVER SHEET

FLIGHT SIMULATOR

DOVER AIR FORCE BASE, DELAWARE

NNE GI

IREE NG

EDT

ST RIA

O R

T L A

SUSSEX COUNTY

LAUREL

SCALE IN MILES

OF CONTRACT

REHOBOTH BEACH

GENERAL LOCATION

MILFORD

BRIDGEVILLE

COUNTY

KENT

M D

DOVER

ODESSA

NEW

COUNTY

CASTLE

MIDDLETOWN

SMYRNA

GEORGETOWN

STATE OF DELAWARE

WILMINGTON

VICINITY MAP

10 20

LOCATION MAP

ACCESS

AREA OF WORK

ROUTE

FACILITY 206

PROJECT NORTH TRUE NORTH

29 SEPTEMBER 2014

ASBESTOS ADVISORY:

THIS FACILITY CONTAINS ASBESTOS WHICH SHALL BE

REMOVED UNDER THIS CONTRACT. THE ASBESTOS VINYL

ASBESTOS FLOOR TILE AND MASTIC, AND DRYWALL JOINT

COMPOUND AND FRIABLE DUCT, PIPE, FITTING, AND

EQUIPMENT INSULATION AND DUCT FLEXIBLE CONNECTIONS

LOCATED IN AND ON BLDG 206 SHALL BE CONSIDERED

ASBESTOS-CONTAINING MATERIAL. ALL OF THESE MATERIALS

MUST BE HANDLED AND DISPOSED OF IN STRICT

CONFORMANCE WITH SECTION 02 82 14.00 10 OF THE

SPECIFICATIONS.

LEAD ADVISORY:

PAINT AND/OR PROTECTIVE COATINGS IN AND ON BLDG 206

CONTAIN LEAD. IT MUST BE HANDLED IN STRICT

ACCORDANCE WITH THE DEPARTMENT OF LABOR

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA) 29 CFR PART 1926. NOTE IN PARTICULAR SUBPART "D"

NEW SECTION 1926.62 CONCERNING EMPLOYEE PROTECTION

REQUIREMENTS FOR CONSTRUCTION WORKERS EXPOSED TO

LEAD. THE ACTION LEVEL FOR LEAD EXPOSURE IS 30

MICROGRAMS PER CUBIC METER OF AIR AS AN 8 HOUR

TIME-WEIGHTED AVERAGE. HANDLE AND DISPOSE OF LEAD

CONTAMINATED WASTE IN STRICT ACCORDANCE WITH THE

RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) AND

STATE OF DELAWARE REGULATIONS GOVERNING

HAZARDOUS WASTE (DHW).

ISSUE FOR CONSTRUCTION

d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

G d w g

A M

Solicitation Number: FA449720R0039 Attachment 6

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P R

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S I G

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F J X

D R

A W

A P

P R

O V

E D

P L

L E

A P

P R

O V

E D

P R

O J E

I L I T

O M

M A

N D

D O

V E

E L A

W A

R E

SHT

M I S

S I O

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N O

V A

T I O

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A C

I L

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S T

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H E

U R

G I N

S B

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

E D

H E

C K

F I N

A L

E V

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G002

SHEET INDEX,

ABBREVIATIONS,

AND LEGENDS

SHEET NO. TITLE

GENERAL

1 G001 TITLE AND INDEX

2 G002 SHEET INDEX, ABBREVIATIONS, AND LEGENDS

3 G003 PHASING PLANS

4 G004 PHASING PLANS

LIFE SAFETY

5 LS101 OVERALLL FIRE LIFE SAFETY PLAN

HAZARDOUS MATERIALS

6 H101 HAZARDOUS MATERIALS ABATEMENT

CIVIL

7 CD101 SITE EXISTING CONDITIONS & DEMOLITION PLAN

8 C101 SITE PLAN

ARCHITECTURE

9 AD101 AREA B FIRST FLOOR DEMOLITION PLAN

10 AD102 AREA C FIRST FLOOR DEMOLITION PLAN

11 AD103 AREA D FIRST FLOOR DEMOLITION PLAN

12 AD104 AREA B, C SECOND FLOOR DEMOLITION PLAN

13 AD105 ROOF DEMOLITION PLAN

14 A101 AREA B FIRST FLOOR PLAN

15 A102 AREA C FIRST FLOOR PLAN

16 A103 AREA D FIRST FLOOR PLAN

17 A104 AREA B & C SECOND FLOOR PLAN

18 A105 ROOF PLAN

19 A106 AREA B FIRST FLOOR REFLECTED CEILING PLAN

20 A107 AREA C FIRST FLOOR REFLECTED CEILING PLAN

21 A108 AREA D FIRST FLOOR REFLECTED CEILING PLAN

22 A109 AREA C SECOND FLOOR REFLECTED CEILING PLAN

23 A201 ELEVATIONS

24 A301 SECTIONS

25 A401 ENLARGED PLANS

26 A601 DOOR SCHEDULE

27 A602 FINISH SCHEDULE

28 A603 SIGNAGE SCHEDULE & DETAILS

29 A604 PARTITION SCHEDULE

STRUCTURAL

30 S001 STRUCTURAL GENERAL NOTES

31 S002 STRUCTURAL GENERAL NOTES

32 S101 STRUCTURAL SCOPE OF WORK

33 S202 FOUNDATION PLAN - AREA B

34 S203 FOUNDATION PLAN - AREAS C & D

35 S212 MEZZANINE - AREA B

36 S223 FRAMING PLAN - AREAS C & D

37 S401 AT/FP SECTIONS AND DETAILS

38 S402 AT/FP SECTIONS AND DETAILS

39 S403 AT/FP SECTIONS AND DETAILS

40 S404 AT/FP SECTIONS AND DETAILS

41 S405 OPENING/INFILL ELEVATIONS

42 S406 OPENING/INFILL ELEVATIONS

43 S501 DETAILS

MECHANICAL

44 M001 MECHANICAL SYMBOLS AND ABBREVIATIONS

45 M002 MECHANICAL NOTES

46 MHD101 AREA B HVAC DEMOLITION PLAN

47 MHD102 AREA C FIRST FLOOR HVAC DEMOLITION PLAN

48 MHD103 AREA D HVAC DEMOLITION PLAN

49 MHD104 AREA C SECOND FLOOR HVAC DEMOLITION PLAN

50 MPD101 AREA B MECHANICAL PIPING DEMOLITION PLAN

51 MPD102 AREA C FIRST FLOOR MECHANICAL PIPING

DEMOLITION PLAN

52 MPD103 AREA D MECHANICAL PIPING DEMOLITION PLAN

53 MH101 AREA B HVAC PLAN

54 MH102 AREA C FIRST FLOOR HVAC PLAN

55 MH103 AREA D HVAC PLAN

56 MH104 AREA C SECOND FLOOR HVAC PLAN

57 MH105 AREA B ROOF MECHANICAL PLAN

58 MH106 AREA C AND D ROOF MECHANICAL PLAN

59 MP101 AREA B MECHANICAL PIPING PLAN

60 MP102 AREA C FIRST FLOOR MECHANICAL PIPING PLAN

61 MP103 AREA D MECHANICAL PIPING PLAN

62 MP104 AREA C SECOND FLOOR MECHANICAL PIPING PLAN

63 M401 ENLARGED MECHANICAL PLANS

64 M501 MECHANICAL DETAILS

65 M502 MECHANICAL DETAILS

66 M601 MECHANICAL SCHEDULES

67 M602 MECHANICAL SCHEDULES

68 M701 MECHANICAL CONTROLS SEQUENCES

69 M702 MECHANICAL CONTROLS SCHEMATICS

70 M703 MECHANICAL CONTROLS SCHEMATICS

PLUMBING

71 P001 PLUMBING SYMBOLS, ABBREVIATIONS AND NOTES

72 PD101 AREA B PLUMBING DEMOLITION PLAN

73 PD102 AREA C PLUMBING DEMOLITION PLAN

74 PD103 AREA D PLUMBING DEMOLITION PLAN

75 PD401 ENLARGED PLUMBING DEMOLITION PLANS

76 P101 AREA B PLUMBING PLAN

77 P102 AREA D PLUMBING PLAN

78 P103 ENLARGED PLUMBING PLANS

79 P401 ENLARGED PLANS

80 P501 PLUMBING DETAILS

81 P601 PLUMBING SCHEDULES

82 P901 PLUMBING ISOMETRICS DIAGRAMS

FIRE PROTECTION

83 FA001 FIRE ALARM GENERAL NOTES AND DETAILS

84 FA002 OVERALL FIRE ALARM PLAN

85 FAD100 AREA A FIRST FLOOR FIRE ALARM DEMOLITION PLAN

86 FAD101 AREA B FIRST FLOOR FIRE ALARM DEMOLITION PLAN

87 FAD102 AREA C FIRST FLOOR FIRE ALARM DEMOLITION PLAN

88 FAD103 AREA D FIRST FLOOR FIRE ALARM DEMOLITION PLAN

89 FAD104 AREA C SECOND FLOOR FIRE ALARM DEMOLITION PLAN

90 FA100 AREA A FIRST FLOOR FIRE ALARM PLAN

91 FA101 AREA B FIRST FLOOR FIRE ALARM PLAN

92 FA102 AREA C FIRST FLOOR FIRE ALARM PLAN

93 FA103 AREA D FIRST FLOOR FIRE ALARM PLAN

94 FA104 AREA C SECOND FLOOR FIRE ALARM PLAN

95 FX002 OVERALL FIRE PROTECTION PLAN

96 FX100 AREA A FIRST FLOOR FIRE PROT. PLAN

97 FX101 AREA B FIRST FLOOR FIRE PROT. PLAN

98 FX102 AREA C FIRST FLOOR FIRE PROT.PLAN

99 FX103 AREA D FIRST FLOOR FIRE PROT. PLAN

100 FX104 AREA C SECOND FLOOR FIRE PROT.PLAN

ELECTRICAL

101 E001 ELECTRICAL LEGEND AND GENERAL NOTES

102 ESD101 ELECTRICAL SITE DEMOLITION PLAN

103 ELD101 AREA B FIRST FLOOR LIGHTING DEMO. PLAN

104 ELD102 AREA C FIRST FLOOR LIGHTING DEMO. PLAN

105 ELD103 AREA D FIRST FLOOR LIGHTING DEMO. PLAN

106 ELD104 AREA B AND C SECOND FLOOR LIGHTING DEMOLITION

PLANS

107 EPD101 AREA B FIRST FLOOR POWER AND SYSTEMS DEMO. PLAN

108 EPD102 AREA C FIRST FLOOR POWER AND SYSTEMS DEMO. PLAN

109 EPD103 AREA D FIRST FLOOR POWER AND SYSTEMS DEMO. PLAN

110 EPD104 AREA B AND C SECOND FLOOR POWER AND SYSTEMS

DEMO. PLANS

111 ED601 ELECTRICAL ONE-LINE DIAGRAM DEMO.

112 ES101 ELECTRICAL SITE PLAN

113 EL101 AREA B FIRST FLOOR LIGHTING PLAN

114 EL102 AREA C FIRST FLOOR LIGHTING PLAN

115 EL103 AREA D FIRST FLOOR LIGHTING PLAN

116 EL104 AREA B AND C SECOND FLOOR LIGHTING PLANS

117 EP101 AREA B FIRST FLOOR POWER PLAN

118 EP102 AREA C FIRST FLOOR POWER PLAN

119 EP103 AREA D FIRST FLOOR POWER PLAN

120 EP104 AREA B AND C SECOND FLOOR POWER PLANS

121 ET101 AREA B FIRST FLOOR SYSTEMS PLAN

122 ET102 AREA C FIRST FLOOR SYSTEMS PLAN

123 ET103 AREA D FIRST FLOOR SYSTEMS PLAN

124 ET104 AREA C SECOND FLOOR SYSTEMS PLAN

125 E501 ELECTRICAL DETAILS AND SCHEDULES

126 E601 ELECTRICAL ONE-LINE DIAGRAM

127 E701 ELECTRICAL SCHEDULES

128 E702 PANELBOARD SCHEDULES

129 E703 PANELBOARD SCHEDULES

SECURITY

130 TY001 SECURITY NOTES AND DETAILS

131 TY101 AREA C FIRST FLOOR PLAN

132 TY102 AREA C SECOND FLOOR PLAN

SHEET NO. TITLE

U.S.

UTIL

VAC

VAR

VAV

VCT

VDC

VEL

VENT.

VERT

VEST.

VFD

VHF

VIB

VIF

VIN

VLT

VOL

VTR

VWC

W/O

WAS

WDO

WFD

WHA

WHS

WPF

WST

WTR

WTS

WWF

XARM

XFMR

XFR

XMTR

YHYD

URINAL SCREEN

UTILITY

VOLTAGE, VOLT, VENT, VALVE

VOLT-AMPERE

VACUUM, VOLTS AC

VOLT-AMPERE REACTIVE

VARIABLE AIR VOLUME

VAPOR BARRIER

VERTICAL CURVE

VINYL COMPOSITION TILE

VOLUME DAMPER

VOLTS DC

VELOCITY

VENTILATE

VERTICAL

VESTIBULE

VARIABLE FREQUENCY DRIVE

VERY HIGH FREQUENCY

VIBRATION

VERIFY IN FIELD

VINYL COMPOSITION TILE

VAULT

VOLTMETER

VOLUME

VAPOR RETARDER

VERTICAL SLOT

VINYL TILE

VENT THRU ROOF

VINYL WALL COVERING

WEST, WATT, WIDE, WIRE, WATER

MAIN OR SERVICE LINE

WITH

WITHOUT

WAINSCOT

WASTE ACTIVATED SLUDGE

WET BULB, WIND BEAM

WATER CLOSET

WOOD, WIDTH

WINDOW

WATER FLOW DETECTOR

WATER GAGE

WALL HYDRANT

WATER HAMMER ARRESTER

WELDED HEAD STUD

WROUGHT IRON

WIND LOAD, WATER LINE

WATER METER

WORKING POINT, WEATHERPROOF

WATERPROOFING

WATER SURFACE, WATERSTOP

WASTE

WEIGHT

WATER

WELDED THREADED STUD

WELDED WIRE FABRIC

(WELDED WIRE REINFORCEMENT)

CROSS ARM

TRANSFORMER

TRANSFER

TRANSMITTER

YARD

YARD HYDRANT

POB

POL

PPH

PRC

PREFIN

PRESS.

PRI

PRL

PROP.

PROV

P.R.S.

PRV

PSC

PSF

PSI

PSIG

PTN

PVC

PVI

PVMT

PVT

PWR

R/W

RAD

RAF

RAS

RBR

RCP

RCPT

RCVG

RCVR

RDCR

REC

RECIR

RECT

RED.

REF

REFL

REFR

REINF

REM

REQD

RESIL

REV

RFG

RFH

RFI

RND

RPM

RTE

SAN

SCFM

SCHED

SEC

SECT

SFP

SHV

SIM

SLP

SMR

S/N

SNT

SOG

SPD

SPEC

SPKR

SPMR

SPR

SPRT

SPS

SSD

SSK

SSMR

SST

STA

STD

STER

STIF

STIR.

STL

STOR

STR

STRL

STRUC

SUBSTA

SUP

SURF.

SUSP

SVCE

SWBD

SWGR

SYMM

SYS

T&B

T&G

T&P

TAF

TBM

TDC

TEL

TEMP

TER

TERM.

TFE

THERM.

THK

THKNS

THR

TKBD

TLSD

TMV

TOC

TOF

TOS

TOT.

T.O.W.

TRANSV

TRTD

TSD

TSP

TST

T'STAT

TYP

UFD

UHF

ULT

UNIF

UNO

UPS

POINT OF BEGINNING

POLISH, POINT ON LINE

POUNDS PER HOUR

PAIR

POINT OF REVERSE CURVE

PREFINISHED

PRESSURE

PRIMARY

PARALLEL

PROPOSED

PROVIDED

PRESSURE REDUCING STATION

PRESSURE REDUCING VALVE, POWER ROOF

VENTILATOR

PRESSURE SWITCH, PERMANENT SEEDING,

POINT OF SWITCH

PRESTRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH GAGE

POINT OF TANGENT, POTENTIAL TRANSFORMER

PARTITION

POINT OF VERTICAL CURVE, POLYVINYL

CHLORIDE

POINT OF VERTICAL INTERSECTION

PAVEMENT

POINT OF VERTICAL TANGENT, PRIVATE

POWER

QUARRY TILE

ROUND (DIAMETER), PHASE

RISER, RIGHT, RADIUS

RIGHT OF WAY

RETURN AIR

RADIUS

RAISED ACCESS FLOOR

RETURN ACTIVATED SLUDGE

RUBBER

REINFORCED CONCRETE PIPE,

RECEPTACLE

RECEIVING

RECEIVER

ROOF DRAIN, ROAD

REDUCER

RECESS

RECIRCULATING

RECTANGLE, RECTANGULAR

REDUCING

REFERENCE

REFLECTED

REFRIGERATOR

REINFORCE, REINFORCEMENT, REINFORCED

REMAINDER

REQUIRED

RESILIENT

REVISION

ROOF, RADIO FREQUENCY

ROOFING

ROOF HATCH

RADIO FREQUENCY INTERFERENCE

ROOF LEADER, REFRIGERANT LIQUID

ROOM

ROUND

ROUGH OPENING

REVOLUTIONS PER MINUTE

RIPRAP, RAILROAD

ROUTE

SOUTH, SANITARY, SEWER, SPEAKER,

SWITCH, SUPPLY

SUPPLY AIR

SANITARY

STANDARD CUBIC FEET PER MINUTE

SCHEDULE

STORM DRAIN, SMOKE DETECTOR

SECONDARY

SECTION

SILT FENCE

SPRAYED FIRE PROTECTION

SHEET

SHELVING

SIMILAR

SKETCH

SLOPE

SURFACE METAL RACEWAY

SOLID NEUTRAL

SEALANT

SLAB ON GRADE

SPACE, SPACES, STATIC PRESSURE

STATIC PRESSURE DROP

SPECIFICATION

SPEAKER

SINGLE-PLY MEMBRANE ROOF

SPRINKLER

SUPPORT

STATIC PRESSURE SENSOR

SQUARE

SANITARY SEWER, SOLID SURFACING

SUBSURFACE DRAIN

SOIL STACK

STANDING SEAM METAL ROOF

STAINLESS STEEL

STREET, STORY, STEAM, SEDIMENT TRAP

STATION

STANDARD CUBIC FEET PER MINUTE

STERILIZER

STIFFENER

STIRRUP

STEEL

STORAGE

STRAIGHT, STARTER

STRUCTURAL

STRUCTURE

SUBSTATION

SUPPLY

SURFACE

SUSPENDED

SHEET VINYL, STEAM VENT

SERVICE

SHORT WAY, SWITCH, SIDEWALK

SWITCHBOARD

SWITCHGEAR

SYMMETRICAL

SYSTEM

TREAD, TOP, TANGENT, TELEPHONE, THICKNESS

TOP AND BOTTOM

TONGUE AND GROOVE

TEMPERATURE AND PRESSURE

TROWEL APPLIED FINISH

TEMPORARY BENCH MARK

TOP OF CURB, TIME CLOCK

TURNED DOWN CURB

TELEPHONE

TEMPERATURE, TEMPERED, TEMPORARY

TERRAZZO

TERMINAL

TETRAFLUOROETHYLENE

TOP GRILLE

THERMOMETER

THICK

THICKNESS

THRESHOLD

TACKBOARD

TOP LINEAR SLOT DIFFUSER

THERMAL MIXING VALVE

TOP OF CONCRETE

TOP OF FOOTING

TOP OF STEEL

TOTAL

TREE PROTECTION

TOP OF WALL

TOP REGISTER, TOP OF RAIL

TRANSVERSE

TREATED

TEMPERATURE STEEL, TIME SWITCH, TAMPER

SWITCH, TEMPERATURE SWITCH, THICKENED

SLUDGE, TEMPORARY SEEDING, TRAVERSE

STATION

TEMPORARY SLOPE DRAIN

TWISTED SHIELDED PAIR

TWISTED SHIELDED TRIPLE

THERMOSTAT

TERMINAL UNIT

TELEVISION, TELEVISION OUTLET

TYPICAL

UNDERCUT

UNDERFLOOR

UNDER FLOOR DUCT

UNDERGROUND

UNIT HEATER

ULTRAHIGH FREQUENCY

UNDERWRITERS' LABORATORY

ULTIMATE

UNIFORM

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

URINAL

REFLECTED CEILING PLAN

IMC

IN.

INCAND

INCL

INCR

IND

INFL

INSTL

INSUL

INT

INTMD

INV

IPF

ISOL

JCT

JST

KCM

KCP

kg kg/S kHZ km kN

kPa

KSF

KSI

kV kVA kVAR

kWH

LAB

LAM

LAT

LAV

LCG

LDG

LIQ

LKR

LLH

LLV

LOC

LONG.

LPS

LPT

LTG

LVR

LWC

LWL

L.W.T.

M m

MACH

MAG

MATL

MATV

MAX

MBH

MBR

MCB

MCC

MECH

MEMB

MET.

MFR

M/G

MGD

MHZ

MID

MIN

MISC

MKBD

MLO

MON

MPa

MPH

MSL

MTD

MTG

MTR

MTZ

MUL

MUTCD

MWP

N.C.

N & D

NEC

NEUT

NFPA

NIC

N.O.

NO., NOS

NOM

NPRN

NPW

NRS

NST

NTS

O TO O

O.F.

OFCI

OPNG

OPP

OS&Y

OVHD

PCC

PCP

PCSP

PED

PEJ

P.F.

PIV

PL,

PLAM

PLAS

PLATF

PLF

PLYWD

PNL

PNLBD

PNT

INTERCOM

INTERRUPTING CAPACITY

INSIDE DIAMETER

ISOLATED GROUND

INTERMEDIATE METAL CONDUIT

INCH

INCANDESCENT

INCLUSIVE

INCREMENT

INDUCTION

INFLUENT

INSTALL, INSTALLATION

INSULATION, INSULATED, INSULATOR,

INSULATING

INTEGRATED, INTERIOR

INTERMEDIATE

INVERT, INVERSE

IRON PIN, STORM DRAIN INLET PROTECTION

IRON PIN FOUND, IRON PIPE FOUND

IRRIGATION

ISOLATOR

JOULE

JUNCTION BOX

JANITOR'S CLOSET

JUNCTION

JOIST

JOINT

KEY OPERATED, KIP

THOUSAND CIRCULAR MILS

KEENE'S CEMENT PLASTER

KILOGRAM

KILOGRAM PER SECOND

KILOHERTZ

KILOMETER

KILONEWTON

KNOCKOUT

KILOPASCAL

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

KILOVOLT

KILOVOLT-AMPERE

KILOVOLT-AMPERE REACTIVE

KILOWATT

KILOWATT HOUR

LEFT, LENGTH OF CURVE, LONG

LIGHTNING ARRESTER

LABORATORY

LAMINATE

LATITUDE, LATERAL

LAVATORY

POUND

LACING

LINEAR FOOT, LINEAR FEET

LENGTH, LONG

LIQUID

LOCKER

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATE

LONGITUDINAL

LOW PRESSURE SODIUM

LOW POINT

LONG RADIUS, LINEAR REGISTER

LUMP SUM, LIMIT SWITCH

LIGHT

LIGHTING

LOW VOLTAGE

LOUVER

LONG WAY, LIMIT OF WORK

LIGHTWEIGHT CONCRETE

LOW-WATER LINE

LEAVING WATER TEMPERATURE

MICROPHONE, MANUAL

METER

MACHINE

MAGNETIC

MATERIAL

MASTER ANTENNA TELEVISION

MAXIMUM

1000 BTU PER HOUR

MEMBER

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MECHANICAL

MEMBRANE

METAL

MANUFACTURER

MOTOR/GENERATOR

MILLION GALLONS PER DAY

MANHOLE, MOUNTING HEIGHT, METAL HALIDE

MEGAHERTZ

MIDDLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

MARK

MARKER BOARD

MAIN LUGS ONLY

MILLIMETER

MASONRY OPENING

MONUMENT

MEDIUM PRESSURE

MEGAPASCAL

MILES PER HOUR

MOP RECEPTOR

MEAN SEA LEVEL

MOUNT

MOUNTED

MOUNTING

MOTOR

MOTORIZED

MULCHING

MULLION

MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES

MEMBRANE WATERPROOFING

NORTH

NOT APPLICABLE

NORMALLY CLOSED

NAIL AND DISC

NATIONAL ELECTRICAL CODE

NEUTRAL

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NORMALLY OPEN

NUMBER, NUMBERS

NOMINAL

NEOPRENE

NONPOTABLE WATER

NONRISING STEM

NEAR SIDE

NONSLIP TREAD

NOT TO SCALE

OUT TO OUT

OVERALL, OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OWNER-FURNISHED CONTRACTOR-INSTALLED

OVERHEAD, OPPOSITE HAND

OUTLET PROTECTION

OPENING

OPPOSITE

OUTSIDE SCREW AND YOKE

OVERHEAD

OUNCE

POLE, POWER, PUMP

PIPE ANCHOR

PASCAL

PUSH BUTTON, PANELBOARD

POINT OF CURVE, PIECE

POINT OF COMPOUND CURVE, PRECAST

CONCRETE

PRECAST CONCRETE PANEL

PRECAST CONCRETE SANDWICH PANEL

PRESSURE DROP

PEDESTAL

PREMOLDED EXPANSION JOINT

POROUS FILL

POWER FACTOR

PIPE GUIDE, PAGE

PHASE, PENTHOUSE

POINT OF INTERSECTION

POST INDICATOR VALVE

PLATE, PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLATFORM

POUNDS PER LINEAR FOOT

PLYWOOD

PANEL

PANELBOARD

PAINT, PAINTED

DEM

DEPR

DEPT

DET

DIA

DIAG

DIFF

DIM.

DIP.

DIR

DISC.

DISCH

DISP

DIV

DMH

DML

DMPR

DSD

DTWH

DUP

DVTL

DWD

DWEL

DWG

DWL

DWV

E.A.T.

ECMT

EFIS

EFL

ELEC

ELEV

EMER

EMT

ENCL

ENG

ENGR

ENT

ENTR

EOL

EQL

EQPT

ESMT

E TO E

EWC

E.W.T.

EXC

EXH

EXP

EXPN

EXST

EXT

EXTN

°F

F&T

F TO F

FAB

FABL

FACP

FDC

FDN

FDR

FEC

FES

FGL

FHC

FHYD

FIG.

FIN.

FLEX.

FLG

FLSH

FLUOR

FOB

FPM

FRICT

FRT

FRZR

FTG

FUR

FURN

FUT

FWC

FXTR

GAL

GALV

GCMU

GDR

GEN

GFE

GFECI

GFI

GFM

GHZ

GND

GOVT

GPH

GPM

GRAD

GRL

GRT

GRS

GSU

GTV

GVL

GWB

GYP

HBD

HDPE

HDR

HDW

HDWD

HDWL

HGR

HGT

H.I.D.

HOA

HORIZ

HPF

HPS

HPT

HTG

HTR

HWC

HWL

HYD

DEMOUNTABLE

DEPRESSED

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DUCT HEATER, DOOR HOLDER

DROP INLET, DUCTILE IRON

DIAMETER

DIAGRAM, DIAGONAL

DIFFUSER

DIMENSION

DUCTILE IRON PIPE

DIRECTION, DIRECT

DISCONNECT

DISCHARGE

DISPENSER

DIVISION

DECK

DEAD LOAD

DROP MANHOLE

DEMOLITION, DEMOLISH

DAMPER

DOWN

DOOR, DRIVE

DOWNSPOUT, DRIP STATION, DIGESTED SLUDGE

DUCT SMOKE DETECTOR

DUAL TEMP WALL HYDRANT

DUPLICATE

DOVETAIL

DUMBWAITER

DRINKING WATER DISPENSER

DWELLING

DRAWING

DOWEL

DRAIN, WASTE, AND VENT

DUPLEX, DIRECT EXPANSION

EAST, EMERGENCY (CIRCUIT)

EACH

ENTERING AIR TEMPERATURE

ENCASEMENT

EACH FACE

EXTERIOR FINISH INSULATION SYSTEM

EFFLUENT

EXPANSION JOINT

ELEVATION

ELECTRIC, ELECTRICAL

ELEVATOR

EXPANDED METAL

EMERGENCY

ELECTRICAL METALLIC TUBING

ENCLOSE, ENCLOSURE

ENGINE

ENGINEER

ENTERING

ENTRANCE

END OF LINE

EXPLOSION-PROOF, EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EXISTING TO REMAIN

EASEMENT

END TO END

EVERGREEN

EACH WAY, END WALL

ELECTRIC WATER COOLER

ENTERING WATER TEMPERATURE

EXCAVATE, EXCAVATION

EXHAUST

EXPOSED

EXPANSION

EXISTING

EXTERIOR, EXTERNAL

EXTENSION

FUSED, FAN

DEGREES FAHRENHEIT

FLOAT AND THERMOSTATIC

FACE TO FACE

FIRE ALARM

FABRICATE

FIRE ALARM BELL

FIRE ALARM CONTROL PANEL

FOOTCANDLE, FAN COIL UNIT

FLOOR DRAIN, FIRE DAMPER

FIRE DEPARTMENT CONNECTION

FOUNDATION

FEEDER

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIBERGLASS

FIRE HOSE

FIRE HOSE CABINET

FIRE HYDRANT

FIGURE

FINISH

FLOOR, FLASHING

FLEXIBLE

FLANGE

FLASHING

FLUORESCENT

FACE OF BRICK, FRONT OF BUILDING

FEET PER MINUTE

FRAME, FROM

FRICTION

FIRE RETARDANT TREATED

FREEZER

FAR SIDE, FULL SIZE, FLOW SWITCH

FOOT

FOOTING

FURRED, FURRING

FURNISH

FUTURE

FABRIC WALL COVERING

FIXTURE

GAS MAIN OR SERVICE LINE

GAGE, GAUGE

GALLON

GALVANIZE, GALVANIZED

GROUND COUNTERPOISE

GLAZED CONCRETE MASONRY UNIT

GUARDRAIL

GENERATOR

GOVERNMENT FURNISHED EQUIPMENT

GOVERNMENT FURNISHED EQUIPMENT,

CONTRACTOR INSTALLED

GROUND FAULT INTERRUPTER

GOVERNMENT FURNISHED MATERIAL

GIGAHERTZ

GALVANIZED IRON

GLASS

GROUND

GOVERNMENT

GALLONS PER HOUR

GALLONS PER MINUTE

GRADE

GRADUATED

GRILLE

GROUT

GALVANIZED RIGID STEEL

GLAZED STRUCTURAL UNITS

GATE VALVE

GRAVEL

GYPSUM WALLBOARD

GYPSUM

HIGH

HOSE BIBB

HARDBOARD

HANDICAPPED

HEAD, HEAT DETECTOR

HIGH DENSITY POLYETHYLENE

HANDRAIL

HARDWARE

HARDWOOD

HEADWALL

HANGER

HEIGHT

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HAND-OFF-AUTOMATIC

HORIZONTAL

HORSEPOWER, HEAT PUMP

HIGH POWER FACTOR

HIGH-PRESSURE SODIUM, HIGH PRESSURE

STEAM

HIGH POINT

HOUR

HORIZONTAL SLOT

HEATING

HEATER

HIGH VOLTAGE, HEATING-VENTILATING UNIT

DOMESTIC HOT WATER

DOMESTIC HOT WATER CIRCULATING

HIGH-WATER LINE

HYDRANT

HERTZ

AASHTO

ABT

ABUT.

ABV

ACI

ACM

ACMU

ACS

ACST

A.C.T

ACV

ADD.

ADH

ADJ

ADMIN

AFF

AFFF

AFMS

AGGR

AHR

AIC

AISC

ALT

AM.

AMP

ANSI

APPR

APPROX

APS

ARCH.

AREMA

ASB

ASPH

ASSY

ASTM

ASYM

ATS

AUTO.

AUX

AVG

AWG

AWS

AWWA

BAL

B&B

B TO B

BDL

BEJ

BET.

BITUM

BL,

BLDG

BLK

BLW

BOL

BOT

B.O.W.

BRG

BRK

BRKT

BSMT

BTU

BTUH

BUR

°C

C TO C

C&G

C&R

CAB.

CANTIL

CAP.

CATV

CCTV

CEM

CENT.

CFM

CFS

CHAM

CHBD

CHEM

CHIS

CHKR

CIP

CIRC

CKT

CL,

CLF

CLG

CLJ

CLO

CLOS

CLPR

CLR

CLSD

CLSR

CMP

CMPSN

CMU

CND

CNDCT

CNDS

C.O.G.

COL

COMB.

COMP

CONC

COND

CONN

CONST

CONT

CONTR

COORD

COP

COR

CORR

COV

CPT

CSD

CTR

CTRL

CTSK

CTWT

CULV

CWB

DBL

DEC

DEFL

DEG

AMPERE, AIR COMPRESSED AIR

AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

ANCHOR BOLT

ABOUT

ABUTMENT

ABOVE

ALTERNATING CURRENT, AIR CONDITIONING

UNIT, ACRE

AMERICAN CONCRETE INSTITUTE

ASBESTOS CONTAINING MATERIAL

ACOUSTICAL CONCRETE MASONRY UNITS

ACCESS

ACOUSTIC, ACOUSTICAL

ACOUSTIC CEILING TILE

ALARM CHECK VALVE

ADDITIONAL

ADHESIVE

ADJACENT

ADMINISTRATIVE

ABOVE FINISH FLOOR

AQUEOUS FILM FORMING FOAM

AIRFLOW MEASURING STATION

AGGREGATE

AIR HANDLING, AIR-HANDLING UNIT

ANCHOR

AMPERE INTERRUPTING CAPACITY

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALUMINUM

ALTERNATE

AMMETER

AMPERE

AMERICAN NATIONAL STANDARDS INSTITUTE

ACCESS PANEL

APPROVED

APPROXIMATE

ALARM PRESSURE SWITCH

ARCHITECTURAL

AMERICAN RAILWAY ENGINEERING AND

MAINTENANCE-of-WAY ASSOCIATION

ASBESTOS

ASPHALT

ASSEMBLY

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ASYMMETRICAL

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AIR VENT, AUDIOVISUAL

AVERAGE

AMERICAN WIRE GAUGE

AMERICAN WELDING SOCIETY

AMERICAN WATER WORKS ASSOCIATION

BATTERY

BALANCE

BALL AND BURLAP

BACK TO BACK

BOLT CIRCLE, BOTTOM OF CURB

BOARD

BUNDLE

BRICK EXPANSION JOINT

BETWEEN

BLIND FLANGE

BOTTOM GRILLE

BITUMINOUS

BUILDING LINE, BASE LINE

BUILDING

BLOCK, BLOCKING

BELOW

BEAM, BENCH MARK, SOIL

STABILIZATION/BLANKETS & MATTING

BEGINNING OF LINE

BOTTOM

BOTTOM OF WALL

BASE PLATE, BACKFLOW PREVENTER,

BEARING PLATE

BARE ROOT, BOTTOM REGISTER

BEARING

BRICK

BRACKET

BASEMENT

BRITISH THERMAL UNIT

BTU PER HOUR

BUILT-UP

BUILT-UP ROOF(ING), BURIED

BOTH WAYS

COURSE, CONVECTOR

DEGREES CELSIUS

CENTER TO CENTER

CURB AND GUTTER

CUT AND REPLACE

CABINET

CANTILEVER

CAPACITY

CABLE TELEVISION

CATCH BASIN, CIRCUIT BREAKER

CLOSED CIRCUIT TELEVISION

CEILING DIFFUSER, ROCK CHECK DAM

CONSTRUCTION ENTRANCE

CEMENT

CENTRIFUGAL

CELLULAR FLOOR

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CORNER GUARD, CHANGE OF GRADE,

CEILING GRILLE

CABINET HEATER, CHORD

CHAMFER

CHALKBOARD

CHEMICAL

CHISELED

CHECKER, CHECKERED

CAST IRON

CAST IN PLACE, CULVERT INLET PROTECTION

CIRCULAR, CIRCUMFERENCE

CONSTRUCTION JOINT

CIRCUIT

CENTER LINE

CHAIN LINK FENCE

CEILING

CONTROL JOINT

CLOSET

CLOSURE

CALIPER

CLEAR

CEILING LINEAR SLOT DIFFUSER

CEILING LINEAR SLOT RETURN

CENTIMETER

CORRUGATED METAL PIPE

COMPOSITION

CONCRETE MASONRY UNITS

CONDUIT

CONDUCTIVE

CONDENSATE, CONDUITS

CLEANOUT, COUNTY

CHANGE OF GRADE

COLUMN

COMBINATION

COMPRESSION, COMPRESSED

CONCRETE

CONDUCTOR, CONDUCTIVE, CONDENSER

CONNECT, CONNECTION

CONSTRUCTION

CONTINUOUS, CONTINUATION

CONTRACT, CONTRACTOR

COORDINATE

COPPER

CORNER

CORRIDOR, CORRUGATED

COVER

CEMENT PLASTER, CONDENSATE PUMP

DISCHARGE

CARPET

CEILING REGISTER, HOT CONDENSER WATER

CELLULAR STEEL DECK

CERAMIC TILE, CURRENT TRANSFORMER

CENTER

CONTROL

COUNTERSUNK

COUNTERWEIGHT

CUBIC, COPPER

CULVERT

CONVERTER

DOMESTIC COLD WATER

CAPILLARY WATER BARRIER

DEPTH, DEGREE OF CURVE, DIMMER

SWITCH, DRAINLINE, MOUNTED IN DUCT

DRY BULB, DIRECT BURIAL, DUCT, DEEP

BANK, DECIBELS, DEED BOOK

DOUBLE

DIRECT CURRENT

DECIDUOUS

DEFLECT, DEFLECTION

DEGREE

A B B R E V I A T I O N S

EARTH

BRICK

STEEL

CONCRETE MASONRY UNITS

CONCRETE

CRUSHED STONE

BUILDING MATERIALS

PLYWOOD

FINISH WOOD

ROUGH WOOD

ACOUSTICAL TILE

COMPRESSIBLE FILLER

RIGID INSULATION

BATT INSULATION

PLASTER OR GWB

L E G E N D

SHEET TYPE

DISCIPLINE DESIGNATION

A401

SEQUENCE

SHEET NUMBERING

PLAN SHEET

STATUS (D FOR DEMOLITION)

AD101A

LEVEL OR FLOOR

KEYPLAN AREA

PLAN SHEET NUMBERING

DISCIPLINE DESIGNATION

DRAWING CONVENTIONS

ELEVATIONS DETAIL

NUMBER

SHEET WHERE DRAWN

SHEET(S) WHERE TAKEN

SPACE NUMBER

ROOM

SPACE

FLOOR NUMBER

COMMUNITY

G GENERAL

LS LIFE SAFETY

H HAZARDOUS MATERIALS

C CIVIL

A ARCHITECTURAL

S STRUCTURAL

M MECHANICAL

P PLUMBING

FA FIRE ALARM

FX FIRE PROTECTION

E ELECTRICAL

SM SOUND MASKING

TY SECURITY

(1 OR 2 CHARACTERS)

SECTION

A101 A401

A101 A201

EXTERIOR

INTERIOR

A101 A501

A102

A101 A201

DOOR NUMBER

SHEET INDEX

d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

G d w g

A M

C S

D E

S C

R I P

T I O

R E

V D

A T

E D

R A

W N

T I T

L E

S U

B M

I T

T E

D A

T E

A P

P R

D E

S I G

N E

F J X

D R

A W

A P

P R

O V

E D

P L

L E

A P

P R

O V

E D

P R

O J E

I L I T

O M

M A

N D

D O

V E

E L A

W A

R E

SHT

M I S

S I O

R E

N O

V A

T I O

R A

I N

A C

I L

I T

S T

E P

H E

U R

G I N

S B

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

E D

H E

C K

F I N

A L

E V

I E

E T

I S

S U

S T

R U

C T

I O

A S

U I

W I N

G S

G003

PHASING PLAN

N N

SCALE:

GENERAL NOTES

1. DURING ALL PHASES RESTROOM ACCESS SHALL

BE MAINTAINED TO THE MAXIMUM EXTENT

POSSIBLE.

d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

G d w g

A M

C S

D E

S C

R I P

T I O

R E

V D

A T

E D

R A

W N

T I T

L E

S U

B M

I T

T E

D A

T E

A P

P R

D E

S I G

N E

F J X

D R

A W

A P

P R

O V

E D

P L

L E

A P

P R

O V

E D

P R

O J E

I L I T

O M

M A

N D

D O

V E

E L A

W A

R E

SHT

M I S

S I O

R E

N O

V A

T I O

R A

I N

A C

I L

I T

S T

E P

H E

U R

G I N

S B

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

E D

H E

C K

F I N

A L

E V

I E

E T

I S

S U

S T

R U

C T

I O

A S

U I

W I N

G S

G004

PHASING PLANS

SCALE:

GENERAL NOTES

1. DURING ALL PHASES RESTROOM ACCESS SHALL

BE MAINTAINED TO THE MAXIMUM EXTENT

POSSIBLE.

d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

G d w g

A M

EXIT 24

EXIT 25

C N

C S

D E

S C

R I P

T I O

R E

V D

A T

E D

R A

W N

T I T

L E

S U

B M

I T

T E

D A

T E

A P

P R

D E

S I G

N E

F J X

D R

A W

A P

P R

O V

E D

P L

L E

A P

P R

O V

E D

P R

O J E

I L I T

O M

M A

N D

D O

V E

E L A

W A

R E

SHT

M I S

S I O

R E

N O

V A

T I O

R A

I N

A C

I L

I T

S T

E P

H E

U R

G I N

S B

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

E D

H E

C K

F I N

A L

E V

I E

E T

I S

S U

S T

R U

C T

I O

A S

U I

W I N

G S

LS101

OVERALL LIFE

SAFETY PLAN

DEAD END, COMMON PATH OF TRAVEL, AND TRAVEL DISTANCE REQUIREMENTS

OCCUPANCY

DEAD END

(FT)

COMMON PATH OF TRAVEL

(FT)

TRAVEL DISTANCE

(FT)

ASSEMBLY

BUSINESS

ROOM DESCRIPTION

EXIT 1

EXIT 2

EXIT 3

EXIT 4

EXIT 5

EXIT 6

EXIT 7

EXIT 8

EXIT 10

EXIT 11

EXIT 12

EXIT 13

EXIT 14

EXIT 15

EXIT 16

EXIT 17

EXIT 18

EXIT 19

EXIT 20

EXIT 21

EXIT 22

EXIT 23

EXIT 26

EXIT A

EXIT B

EXIT C

N/A

AVAILABLE CAPACITY [1,2]

(PERSONS)

DOOR CLEAR WIDTH

(INCHES)

STAIR WIDTH

(INCHES / PERSON)

REQUIRED CAPACITY

(PERSONS)

BUILDING 206 - FIRST FLOOR

EGRESS CAPACITY SUMMARY

EGRESS CAPACITY BASED ON 0.20 INCHES OF CLEAR EGRESS WIDTH PER PERSON FOR DOORS, RAMPS, AND LEVEL

COMPONENTS.

EGRESS CAPACITY BASED ON 0.30 INCHES OF CLEAR EGRESS WIDTH PER PERSON FOR STAIRS.

[1]

[2]

20/75

BUILDING 206 - SECOND FLOOR

EXIT 24

EXIT 25

TOTAL

N/A

14511

OCCUPANT LOAD CALCULATIONS FOR THIS AREA ARE BASED

ON BUSINESS OCCUPANCY WITH THE EXCEPTION OF THE

LOUNGE AND KITCHENETTE AREA WHICH IS BASED ON

ASSEMBLY-USE. EXIT CALCULATIONS ASSUME EQUAL

OCCUPANT DISTRIBUTION TO THE THREE EXIT DOORS TO THE

EXTERIOR, AND THROUGH THE CORRIDOR TO THE B THROUGH

E PORTIONS OF THE BUILDING. REFER TO SHEET LS002

APPENDIX A FOR THE OCCUPANT LOAD CALCULATIONS.

KEY NOTES:

1 HOUR FIRE RESISTANCE RATING

2 HOUR FIRE RESISTANCE RATING

EXISTING FIRE WALL

PATH OF EGRESS TRAVEL

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

REQUIRED CAPACITY (PERSONS)

PROVIDED CAPACITY (PERSONS)

LIFE SAFETY LEGEND

SCALE:

SCALE: 1/8" = 1'-0"

0 4' 8' 12'2' 20' d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

L S d w g

A M

C S

D E

S C

R I P

T I O

R E

V D

A T

E D

R A

W N

T I T

L E

S U

B M

I T

T E

D A

T E

A P

P R

D E

S I G

N E

F J X

D R

A W

A P

P R

O V

E D

P L

L E

A P

P R

O V

E D

P R

O J E

I L I T

O M

M A

N D

D O

V E

E L A

W A

R E

SHT

M I S

S I O

R E

N O

V A

T I O

R A

I N

A C

I L

I T

S T

E P

H E

U R

G I N

S B

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

E D

H E

C K

F I N

A L

E V

I E

E T

I S

S U

S T

R U

C T

I O

A S

U I

W I N

G S

H101

HAZARDOUS

MATERIALS

ABATEMENT

GENERAL NOTES - ASBESTOS REMOVAL

1. THIS CONTRACT INVOLVES THE ABATEMENT OF

ASBESTOS-CONTAINING MATERIALS (ACM) FROM THE AREAS INDICATED

ON CONTRACT DRAWING. MATERIALS TO BE REMOVED INCLUDE THE

FOLLOWING: ACM FLOOR TILE/FLOOR TILE MASTIC AND ANY EXISTING

CARPET OVER ACM FLOOR TILE TO BE REMOVED. REFER TO

SPECIFICATIONS SECTION 02 82 14.00 10 "ASBESTOS HAZARD CONTROL

ACTIVITIES” FOR ADDITIONAL DETAILS. ASBESTOS ABATEMENT WORK

SHALL BE PERFORMED AS SPECIFIED IN SPECIFICATION SECTION 02 82

14.00 10 AND THE CONTRACT DRAWING (COLLECTIVELY, THE CONTRACT

DOCUMENTS).

2. ALL WORK ACTIVITIES ASSOCIATED WITH THIS CONTRACT SHALL BE

COMPLETED AS DEFINED IN THE CONTRACT DOCUMENTS. CHANGES IN

THE PROJECT SCHEDULE MUST BE PETITIONED IN WRITING TO THE

ENVIRONMENTAL CONSULTANT/CONSTRUCTION MANAGER AT LEAST 48

HOURS IN ADVANCE. APPROVAL MUST BE OBTAINED PRIOR TO ANY

DEVIATION(S).

3. THE DRAWINGS ASSOCIATED WITH THIS PROJECT WERE

REPRODUCED FROM AVAILABLE PLANS PROVIDED BY THE ARCHITECT.

ACCORDINGLY, VARIATIONS WITHIN THE DEMARCATED WORK AREAS

ARE POSSIBLE AND SHALL HAVE NO IMPACT ON THE CONTRACT PRICE

OR SCHEDULE.

4. THE CONTRACT DRAWINGS DO NOT SHOW ALL EXISTING

MECHANICAL/ELECTRICAL/PLUMBING SYSTEMS PRESENT WITHIN THE

WORK AREAS. MATERIALS SPECIFIED FOR REMOVAL AND DISPOSAL

ARE ESTIMATED QUANTITIES AND ARE LISTED IN THE MATERIAL

SCHEDULES, AND/OR INDICATED ON THE DRAWING. CONTRACTOR IS

RESPONSIBLE FOR COORDINATION OF HIS WORK WITH OTHER TRADES.

CONTRACTOR SHALL VERIFY CONFLICTS THROUGH EXAMINATION OF

ALL CONTRACT DRAWINGS FOR THIS PROJECT.

5. MOVABLE OBJECTS, WITHIN THE WORK AREA WILL BE REMOVED BY

THE OWNER TO FACILITATE ACM ABATEMENT ACTIVITIES, UNLESS

SPECIFIED OTHERWISE WITHIN THE CONTRACT DOCUMENTS.

6. THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COMPLETION OF ASBESTOS MATERIAL REMOVAL AND DISPOSAL AS

DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MEANS, METHODS, COORDINATION,

SUPERVISION, AND MANAGEMENT TO COMPLETE THE WORK. THE

CONTRACTOR SHALL MAKE ALL EFFORTS TO COOPERATE AND

COORDINATE THEIR WORK WITH THE OWNER, OTHER CONTRACTORS,

AND THEIR REPRESENTATIVES. THE CONTRACTOR IS RESPONSIBLE

FOR, AND SHALL COORDINATE, BUILDING/POWER/HVAC ISOLATION WITH

THE BUILDING OWNER.

7. THE ASBESTOS ABATEMENT WORK SHALL BE CONDUCTED BY A

LICENSED ASBESTOS ABATEMENT CONTRACTOR IN ACCORDANCE WITH

ALL APPLICABLE CODES, RULES, AND REGULATIONS.

8. THE ABATEMENT CONTRACTOR SHALL EMPLOY ONLY CERTIFIED

ASBESTOS SUPERVISORS AND HANDLERS. THE CONTRACTOR SHALL

PROVIDE THE APPROPRIATE QUANTITY OF CERTIFIED PERSONNEL TO

WORK AS MANY SHIFTS AND AS MANY HOURS AS NEEDED TO COMPLETE

EACH PHASE OF THE WORK WITHIN THE SPECIFIED TIME PERIOD AS

SCHEDULED.

9. THE ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE ALL

SPECIFIED ASBESTOS-CONTAINING MATERIALS AS INDICATED ON THE

CONTRACT DRAWING IN ACCORDANCE WITH ALL APPLICABLE

REGULATIONS.

10. THE CONTRACT DRAWING INDICATES THE EXTENT OF THE REMOVAL

AND IS TO BE USED AS A GUIDELINE. AT A MINIMUM, MATERIALS

IDENTIFIED ON THE DRAWINGS ARE TO BE REMOVED AND DISPOSED.

THE ABATEMENT CONTRACTOR IS ENCOURAGED TO REFER TO, AT A

MINIMUM, THE ARCHITECT'S RENOVATION PLAN DRAWINGS FOR A

DETAILED REPRESENTATION OF THE GENERAL LAYOUT OF THE WORK

AREAS. THE ABATEMENT CONTRACTOR SHALL FIELD VERIFY ALL

QUANTITIES AND LOCATIONS OF ASBESTOS-CONTAINING MATERIALS TO

BE REMOVED AND DISPOSED UNDER THIS PROJECT.

11. ALL PROPOSED DECONTAMINATION CHAMBER LOCATIONS, POWER

AND WATER SOURCES, AND STAGING AREAS SHALL BE SUBMITTED BY

THE ABATEMENT CONTRACTOR TO THE OWNER AND THEIR

REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION AND/OR USE.

12. THE ABATEMENT CONTRACTOR SHALL CONDUCT OR OTHERWISE

PROVIDE FOR PERSONAL AIR SAMPLING OF ALL ASBESTOS ABATEMENT

PERSONNEL EMPLOYED ON THE PROJECT, INCLUDING DAILY 8-HOUR

TIME-WEIGHTED AVERAGE AND 30-MINUTE SHORT TERM EXCURSION

LIMIT AIR SAMPLING, AS REQUIRED BY OSHA 29 CFR PART 1926.1101.

13. THE ABATEMENT CONTRACTOR SHALL PROTECT ARCHITECTURAL

FINISHES, FURNISHINGS, AND EQUIPMENT OUTSIDE THE ABATEMENT

WORK AREA AND ALL ADJACENT NON-WORK AREAS FROM DAMAGE AND,

IF ANY DAMAGE OCCURS, THE ABATEMENT CONTRACTOR SHALL BE

HELD LIABLE FOR ALL COSTS RELATED TO THE REPAIR, RESTORATION,

OR REPLACEMENT OF THE DAMAGED FIXTURES AS CAUSED BY THE

CONTRACTOR.

14. THE ABATEMENT CONTRACTOR SHALL COORDINATE THE PHASING

OF THE ASBESTOS REMOVAL WITH THE OWNER AND OTHER

CONTRACTORS IN SUCH A MANNER AS THE OWNER OR HIS

CONSTRUCTION MANAGER MAY DIRECT.

15. THIS CONTRACT INVOLVES THE DISTURBANCE OF LEAD-BASED

PAINT. THE ABATEMENT CONTRACTOR SHALL CONDUCT WORK THAT

MAY IMPACT LEAD-BASED PAINT AS SPECIFIED IN SPECIFICATION

SECTION 02 83 13.00 20 AND THE CONTRACT DOCUMENTS AND BID HIS

WORK ACCORDINGLY. THE ABATEMENT CONTRACTOR MAY REFERENCE

THE OWNER'S HAZARDOUS MATERIALS SURVEY REPORT DATED 3/4/11

FOR ADDITIONAL DETAILS.

16. THIS CONTRACT INVOLVES THE REMOVAL AND DISPOSAL OF

LIGHTING BALLASTS AND LAMPS CONTAINING PCBS AND MERCURY. THE

ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF LIGHTING

BALLASTS AND LAMPS IN ACCORDANCE WITH SPECIFICATION SECTION

02 84 16. THE ABATEMENT CONTRACTOR SHALL REMOVE ALL LIGHTS IN

THEIR ENTIRETY AS DELINEATED ON DRAWINGS ED-101, ED-102, ED-103

AND ED-104. THE ABATEMENT CONTRACTOR MAY REFERENCE THE

OWNER'S HAZARDOUS MATERIALS SURVEY REPORT DATED 3/4/11 FOR

ADDITIONAL DETAILS.

17. THE ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

CARPET INSTALLED OVER ACM FLOOR TILE AND MASTIC SCHEDULED

FOR REMOVAL. THE GENERAL CONTRACTOR SHALL REMOVE AND

DISPOSE NON-ACM COVE BASE IN AREAS SCHEDULED FOR ACM

FLOORING REMOVAL.

LEGEND

ASBESTOS-CONTAINING FLOOR TILE TO BE REMOVED AND

DISPOSED. MASTIC IS NON-ACM. GENERAL CONTRACTOR

SHALL REMOVE NON-ACM MASTIC AS NEEDED TO ACCEPT

NEW FLOOR FINISHES.

NO WORK IN THIS AREA

ESTIMATED

QUANTITY

MATERIAL

ASBESTOS-CONTAINING FLOOR TILE AND

FLOOR TILE MASTIC

381 SQUARE FEET

REMARKS

ASBESTOS-CONTAINING FLOOR TILE AND MASTIC TO BE

REMOVED AND DISPOSED

15,829 SQUARE FEET

ASBESTOS-CONTAINING FLOOR TILE

MASTIC IS NON-ACM

MAINTENANCE ROOM #27

SCALE:

SCALE: 1/16" = 1'-0"

0 4' 10' 20' 30' 40'

SCALE:

NON-FRIABLE ASBESTOS HAS BEEN FOUND IN AREA D ROOFS

AS INDICATED IN DETAIL 2/H101. TREAT IN AN APPROVED

MANNER PER REPORTING AGENCY AND JURISDICTIONAL

AUTHORITY REQUIREMENTS. REFER TO ENVIRONMENTAL

TESTING, INC. REPORT DATED 07.17.2014

DRAWING PROVIDED FOR REFERENCE

ONLY AND BASED ON INFORMATION

PROVIDED BY OTHERS UNDER SEPARATE

COVER. REFERENCE REPORTS PROVIDED

BY AECOM 65% DOCUMENTATION AND

ENVIROMENTAL TESTING, INC. DATED

07/17/2014 d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

H d w g

A M

E x

EXCAVATE AREA

WITH CAUTION

CAUTION: CHILLER

PIPE CROSSING

( HAND DIG )

CAUTION: GAS

REGULATOR

J3-020 TO

REMAIN

X X

S4-090 TO

REMAIN

ETR

J4-110 TO

REMAIN

C D

CD101

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KEYPLAN

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

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SCALE:

CD101 -

0 20' 40'

SCALE: 1" = 20'-0"

DEMOLITION NOTES:

1. SEE SECTION 2.5 UTILITIES OF THE DAFB DESIGN

GUIDE FOR UTILITY REMOVAL LIMITS.

2. CONDUITS UNDER PAVED AREAS MAY REMAIN.

CABLES SHALL BE REMOVED.

3. DEMOLITION NOTES ARE FOR REFERENCE ONLY.

CONTRACTOR SHALL VERIFY ALL UTILITIES AND

REMOVALS.

4. REFER TO 2/CD101 FOR REMOVAL AND

REPLACEMENT REQUIREMENTS.

NOTE BY SYMBOL:

REMOVE EXISTING CONCRETE PAD. REMOVE ASSOCIATED

PIPING AND ELECTRICAL UNDERGROUND.

REMOVE EXISTING CONCRETE PAD. REMOVE ASSOCIATED

UNDERGROUND CONDUIT AND WIRING.

REMOVE EXISTING CONCRETE PAD.

REMOVE EXISTING EMPTY ELECTRICAL CONDUIT. REFER TO

ESD101 FOR ELECTRICAL PRIMARY WIRING REMOVAL.

EXISTING ELECTRICAL EMPTY CONDUIT TO REMAIN UNDER

EXISTING STRUCTURES OR PAVED AREAS.

REMOVE EXISTING CONCRETE SUPPORTS.

REMOVE EXISTING CONCRETE ENCASED

CONDUITS, AND DUCT SPACERS AS

SHOWN ON DEMOLITION PLAN

FINISH GRADE

NEW SOD ALONG TRENCH AND

DISTURBED GRASS AREAS

P P

R O

X I M

A T

E P

T H

REMOVE EXISTING WARNING TAPE

AND/OR TRACER WIRE

TOP 12 - INCH LIFT TO BE COMPACTED

TO 95% MAXIMUM DENSITY

4" TOPSOIL

NATIVE BACKFILL

SCALE:

CD101 -

NOTES:

1. NATIVE BACKFILL SHALL BE EXCAVATED NATIVE GRANULAR

MATERIAL FREE OF ICE, CLAY, DEBRIS, ORGANIC MATTER AND ROCK

LESS THAN 4" ACROSS THEIR GREATEST DIMENSION.

2. NATIVE SOIL BACKFILL SHALL BE PLACE IN 12 - INCH LOOSE LIFTS

AND COMPACT EACH LIFT TO 90% MAXIMUM DENSITY, UNLESS

NOTED OTHERWISE.

CD101

SITE EXISTING

CONDITIONS &

DEMOLITION

d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

C D d w g

A M

E x

EXISTING DX DRY

COOLER AND PAD

RE: MPD103

EXISTING J4-110

ON CONC. PAD

NEW TRANSFORMER

T-206 - RE: ES101

EXISTING S4-090

EXISTING J3-020

EXISTING FEEDER

TO REMAIN

IT-1 CHILLER

ICE TANKS

CH-1

CH-2

NEW CONCRETE

PAD - RE: S202

BOLLARDS

RE: 1 / S002

3- BOLLARDS

SPACED AT 6' OC

RE: 1 / S002

NEW DUCTBANK

5- BOLLARDS

SPACED AT 6' OC

RE: 1 / S002

NEW DUCTBANK

RE: 2 / C101

CH-3

NEW CONCRETE

PAD - RE: S203

4- BOLLARDS

SPACED AT 6' OC

RE: 1 / S002

NEW DUCTBANK

RE: 3 / C101

C101

SITE PLAN

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KEYPLAN

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

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R H

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SCALE:

C101 -

0 20' 40'

SCALE: 1" = 20'-0"

TOP 12 - INCH LIFT TO BE COMPACTED

TO 95% MAXIMUM DENSITY

NEW SOD ALONG TRENCH AND

DISTURBED GRASS AREAS

POWER CONDUITS REFER

TO ELECTRICAL SHEET

E601 FOR SIZE AND QUANTITY

CONCRETE ENCASEMENT 3000 PSI AT

28 DAY COMPRESSION STRENGTH

WARNING TAPE ( 5.0 MIL, MIN. ) WITH TRACER

WIRE LABELED "ELECTRICAL POWER"

FINISH GRADE

DUCT SPACER SIZE FOR

RACEWAYS USED. TYPICAL

Y P

I C

A L

4" TOPSOIL

NATIVE BACKFILL

SCALE:

C101 -

NOTES:

1. NATIVE BACKFILL SHALL BE EXCAVATED NATIVE GRANULAR MATERIAL FREE

OF ICE, CLAY, DEBRIS, ORGANIC MATTER AND ROCK LESS THAN 4" ACROSS

THEIR GREATEST DIMENSION.

2. NATIVE SOIL BACKFILL SHALL BE PLACE IN 12 - INCH LOOSE LIFTS AND

COMPACT EACH LIFT TO 90% MAXIMUM DENSITY, UNLESS NOTED

OTHERWISE.

3. STAKE DOWN CONDUITS TO AVOID FLOAT.

4. COORDINATE DEPTHS WITH OTHER UTILITIES.

WARNING TAPE ( 5.0 MIL, MIN. ) WITH TRACER

WIRE LABELED "ELECTRICAL POWER"

TYPE B ASPHALT

DUCT SPACER SIZE FOR

RACEWAYS USED. TYPICAL

POWER CONDUITS REFER TO ELECTRICAL

SHEET E601 FOR SIZE AND QUANTITY

SAND ENCASEMENT COMPACTED

TO 95% MAXIMUM DENSITY

NEW SOD ALONG TRENCH AND

DISTURBED GRASS AREAS

FOR NON-PAVED AREAS

MATCH

GRADE

FLUSH

PAVED AREANON-PAVED AREA

Y P

I C

A L

4" TOPSOIL

FINISH GRADE

NON-PAVED AREAS: NATIVE BACKFILL

SCALE:

C101 -

1. REFER TO DOVER AFB GENERAL REQUIREMENTS SECTION 1 FOR ALL

CONSTRUCTION REGULATIONS FOR WORK PERFORMED ON BASE.

2. THE CONTRACTOR SHALL CONTACT MISS UTILITY AND OBTAIN A MISS UTILITY

TICKET NUMBER AND INCLUDE THAT INFORMATION ON THE SUBMITTED FORM.

THE GOVERNMENT INSPECTOR WILL PROVIDE THE CONTRACTOR WITH THE MISS

UTILITY GRID MAP PAGE NUMBER, GRID COORDINATES, AND NEAREST

INTERSECTION INFORMATION.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH, AND

OBTAIN CLEARANCE FROM, MISS UTILITY (PHONE 1-800-282-8555) FOR UTILITY

SERVICES NOT OWNED BY DOVER AFB (I.E. CHESAPEAKE UTILITY’S STEEL GAS

LINES, VERIZON COMMUNICATION LINES, COMCAST CABLEVISION LINES, AND

KENT COUNTY SANITARY SEWER LINES). CALL MISS UTILITY PRIOR TO

SUBMITTING THE REQUEST TO THE GOVERNMENT INSPECTOR. ADEQUATELY

DESCRIBE THE EXACT LOCATION AND TYPE OF EXCAVATION WORK INVOLVED

AND THE JOB TITLE TO MISS UTILITY. THE GOVERNMENT PROCESS MAKES THIS

COMMUNICATION SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL MARK PROPOSED EXCAVATION LOCATIONS IN THE

FIELD IN WHITE PAINT PRIOR TO SUBMISSION OF THE WORK CLEARANCE

REQUEST. PAINT MARKINGS MUST BE WITHIN 18 INCHES OF THE PROPOSED

EXCAVATION. IF THE LOCATION OF EXCAVATION CHANGES THE WORK

CLEARANCE REQUEST PROCESS FOR THE NEW LOCATIONS MUST BE

REACCOMPLISHED AND REAPPROVED. THE CONTRACTOR IS RESPONSIBLE FOR

PROTECTING THE UTILITY MARKINGS MADE BY THE GOVERNMENT AND/OR MISS

UTILITY. IF THE UTILITY MARKINGS DISAPPEAR OR BECOME UNREADABLE, ALL

WORK WILL STOP UNTIL ALL REMARKING HAS BEEN ACCOMPLISHED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND DIGGING WITHIN 24

INCHES OF EITHER SIDE OF GOVERNMENT MARKED UTILITY LINES. IN THE

EVENT ANY DAMAGE OCCURS TO A UTILITY, NOTIFY THE GOVERNMENT

INSPECTOR IMMEDIATELY.

6. UTILITY OUTAGES AND ROAD CLOSURES: APPROVAL IS REQUIRED TO BE

OBTAINED FROM THE GOVERNMENT PRIOR TO INITIATING ANY UTILITY OUTAGE,

ROAD OR LANE CLOSURE, OR PARKING LOT CLOSURE IN ACCORDANCE WITH A

PREVIOUSLY ARRANGED SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR

NOTIFYING THE BASE CIVIL ENGINEER AT LEAST 21 DAYS IN ADVANCE OF THE

INTENDED OUTAGE OR CLOSURE.

GENERAL NOTES:

NOTES:

1. NATIVE BACKFILL SHALL BE EXCAVATED NATIVE GRANULAR

MATERIAL FREE OF ICE, CLAY, DEBRIS, ORGANIC MATTER AND

ROCK LESS THAN 4" ACROSS THEIR GREATEST DIMENSION.

2. NATIVE SOIL BACKFILL SHALL BE PLACE IN 12 - INCH LOOSE LIFTS

AND COMPACT EACH LIFT TO 90% MAXIMUM DENSITY, UNLESS

NOTED OTHERWISE.

3. STAKE DOWN CONDUITS TO AVOID FLOAT.

4. COORDINATE DEPTHS WITH OTHER UTILITIES.

3" 7.5" 3"

3" 7.5"

TYPICAL

MATCH EXISTING

ASPHALT PAVEMENT

DEPTH (8" MIN.)

92-97% DENSITY

PAVED AREAS: SELECT SUBGRADE

FLOWABLE BACKFILL FULL DEPTH

12" MIN.

d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

C d w g

A M

B110

OFFICE

B139

VEST.

B130

CORR.

B111

CLASSROOM

B112

TRAINER

B113

CLASSROOM

B114

BREAKROOM

B140

VEST.

B126

CORR.

B115A

OFFICE

B115

BREAK

ROOM

B116

CLASSROOM

B117

CLASSROOM

B118

COMPUTER

LAB

B119

OFFICE

B135

BOILER

ROOM

B133

DOLLY / EQUIP.

STORAGE

B125

CLASSROOM

B124

CLASSROOM

B123

CLASSROOM

B122

CLASSROOM

B136

JANITOR

B109

CLASSROOM

B108

CLASSROOM

B107

CLASSROOM

B106

CLASSROOM

B101

OFFICE

B100A

OFFICE

RECEPTION

B100B

MSGT

B100C

B100D

CONFERENCE

B102

CLASSROOM

B103

CLASSROOM

B127

CORR.

B129

CORR.

B128

CORR.

B121

TRAINER

B120

TRAINER

B131

POWER

ROOM

B105

TRAINER

B104

TRAINER

B104A

TRAINER

C128

CORR.

C135

CORR.

B138

WOMEN'S

B137

MEN'S

1 5

21 10

2 1 5

1 5

3 5

1 5

1 5 1 5

2 2

1 5 1 5

1 5 1 5 1 5 1 5

1 51 51 51 5

3 5

2 2

2 2 2

8 9

26 19

5 12

1 5

6 21

2 2 2 2

2 222

1 5 1 5 1 5 1 5

7 8

MATCHLINE - REFER TO AD102 FOR AREA C

C N

C S

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P R

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I L I T

O M

M A

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D O

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M I S

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S B

KEYPLAN

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

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H E

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AD101

AREA B FIRST

FLOOR

DEMOLITION PLAN

DEMO GENERAL NOTES

1. REMOVE ALL EXISTING WINDOW TREATMENTS AT

EXISTING WINDOWS.

2. ALL WORKSTATIONS, FURNITURE AND TRAINING

EQUIPMENT TO BE REMOVED DURING WORK AND

REINSTALLED UPON COMPLETION.

3. TRAINING DEVICES IN AREA “B” ROOMS 4, 4A, 5, 20,

AND 21 SHALL NOT BE REMOVED DURING WORK.

4. TRAINING DEVICES IN AREA “D” ROOMS 2 AND 8

SHALL NOT BE REMOVED DURING WORK.

5. FLIGHT SIMULATORS IN AREA “C” SHALL NOT NEED

TO BE REMOVED DURING WORK.

6. EXISTING SMARTBOARDS, WHITEBOARDS, AND

CEILING MOUNTED PROJECTORS IN AREA

“B” CLASSROOMS 1, 1A, 2, 3, 4, 4A, 5 - 13, 16 - 25

SHALL BE REMOVED AND REINSTALLED UPON

COMPLETION.

7. EXISTING FIRE ALARM EQUIPMENT SHALL BE

MAINTAINED FULLY OPERATIONAL UNTIL THE NEW

EQUIPMENT HAS BEEN TESTED AND ACCEPTED BY

THE CONTRACTING OFFICER. AS NEW EQUIPMENT

IS INSTALLED, IT SHALL BE LABELED "NOT IN

SERVICE" UNTIL THE NEW EQUIPMENT IS

ACCEPTED. ONCE THE NEW SYSTEM IS

COMPLETED, TESTED, AND ACCEPTED BY THE

GOVERNMENT, IT SHALL BE PLACED IN SERVICE

AND CONNECTED TO THE STATION FIRE ALARM

SYSTEM. NEW EQUIPMENT SHALL HAVE TAGS

REMOVED AND THE EXISTING EQUIPMENT SHALL

BE TAGGED "NOT IN SERVICE" UNTIL REMOVED

FROM THE BUILDING.

EXISTING WALL TO BE

REMOVED

CONSTRUCTION LEGEND

EXISTING DOOR AND

FRAME TO BE REMOVED

EXISTING WALL TO REMAIN

NO WORK AREA

T H

U M

E N

L I M

I N

A R

U R

N D

N E

L E

O C

U M

E N

SCALE:

REMOVE EXISTING STUD

WALL CONSTRUCTION

COORDINATE WITH FIRE

PROTECTION DRAWINGS

FOR EXTENT OF DEMOLITION

SCALE: 1/8" = 1'-0"

0 4' 8' 12'2' 20'

1. REMOVE EXISTING CARPET FINISH.

2. REMOVE EXISTING RUBBER WALL BASE PREP

WALL FOR NEW FINISH PER FINISH

MANUFACTURES RECOMMENDATION.

3. REMOVE EXISTING RESILIENT TILE SYSTEMS.

4. REMOVE EXISTING RUBBER SHEET FLOORING.

5. REMOVE EXISTING ACP AND CEILING SYSTEM.

6. REMOVE EXISTING WALL COVERING.

7. REMOVE EXISTING CERAMIC TILE FLOORING

SYSTEM.

8. REMOVE EXISTING CERAMIC TILE WAINSCOT

SYSTEM.

9. REMOVE EXISTING TOILET PARTITION TYP.

10. EXISTING BASE AND WALL CABINETS TO REMAIN.

11. REMOVE EXISTING RUBBER STAIR TREAD/NOSING

STRIPS.

12. REMOVE EXISTING LAMINATE WOOD FLOOR.

13. REMOVE EXISTING STOREFRONT SYSTEM IN

ENTIRETY.

14. REMOVE EXISTING WINDOW SYSTEM.

15. REMOVE EXISTING DOOR AND FRAME.

16. REMOVE EXISTING EXTERIOR TYPE THRESHOLD.

17. REMOVE EXISTING FIXTURE, TYP.

18. REMOVE EXISTING COUNTER TOP.

19. REMOVE EXISTING WALL PANEL FINISH SYSTEM

AT WOOD WALL CONSTRUCTION REMOVE

EXISTING 1/2" GYPSUM BOARD AT CORRIDOR SIDE

ONLY.

20. REMOVE EXISTING WINDOW TREATMENT.

21. REMOVE EXISTING WOOD BASE AND CHAIRRAIL.

22. REMOVE EXISTING WOOD PANEL WAINSCOT

SYSTEM.

23. REMOVE EXISTING ACCORDION PARTITION

SUPPORT/CLOSURE SYSTEM.

24. REMOVE EXISTING CMU PARTITION SYSTEM TO

ACCOMMODATE NEW DOOR AND FRAME AS

SCHEDULED.

25. REMOVE EXISTING CMU PARTITION SYSTEM TO

ACCOMMODATE NEW 8'-0" OPENING.

26. REMOVE EXISTING GWB PARTITION SYSTEM.

PREP EXISTING CMU WALL FOR NEW FINISH.

27. REMOVE EXISTING METAL PANEL INFILL SYSTEM IN

ENTIRETY.

28. REMOVE EXISTING CMU PARTITION SYSTEM.

29. REMOVE EXISTING EXTERIOR CMU WALL WITH

FLUTED CMU VENEER WALL SYSTEM TO

ACCOMMODATE NEW DOOR AND FRAME AS

SCHEDULED.

30. REMOVE EXISTING COPING TO ACCOMMODATE

INSTALLATION OF THE NEW ROOF SYSTEM.

31. REMOVE EXISTING GUTTER AND DOWNSPOUT

SYSTEM.

32. REMOVE EXISTING BUILT-UP ROOF SYSTEM TO

ACCOMMODATE INSTALLATION OF THE NEW ROOF

SYSTEM.

33. GRAVITY ROOF VENTS TO BE REMOVED,

COORDINATE WITH MECHANICAL DEMOLITION

DRAWINGS.

34. REMOVE PORTIONS OF THE EXISTING STANDING

SEAM FASCIA TO THE EXTENT REQUIRED TO

ACCOMMODATE INSTALLATION OF THE NEW ROOF

SYSTEM. BOTTOM OF FASCIA SHALL FOLLOW

EXISTING ROOF SLOPE.

35. EXHAUST FAN TO BE REMOVED, COORDINATE

WITH MECHANICAL DEMOLITION DRAWINGS.

36. REMOVE EXISTING ACCORDION PARTITION AND

SUPPORT/CLOSURE SYSTEM.

37. REMOVE EXISTING EXTERIOR WALL SYSTEM TO

ACCOMMODATE NEW LOUVER SYSTEM. REFER TO

ELEVATIONS FOR LOCATIONS OF NEW LOUVERS.

38. REMOVE EXISTING LOUVER SYSTEM IN ITS

ENTIRETY.

39. REMOVE EXISTING REPLACEMENT RAISED FLOOR

TILE THAT DOES NOT MATCH THE EXISTING COLOR

AND PATTERN. REPLACE RAISED FLOOR TILE WITH

NEW TO MATCH EXISTING COLOR SCHEME.

40. REMOVE EXISTING ACCESS LADDER.

41. REMOVE PORTION OF EXISTING WALL FOR

MECHANICAL EQUIPMENT ACCESS.

42. REMOVE PORTION OF EXISTING MEZZANINE

GRATING AND HANDRAIL. PREP WALL BELOW FOR

NEW 2 HOUR FIRE WALL.

43. REMOVE AND REPLACE EXISTING EXPANSION

JOINT.

44. GRAVITY ROOF VENTS TO REMAIN, PREP ROOF

VENT FOR NEW ROOF SYSTEM, COORDINATE WITH

MECHANICAL DEMOLITION DRAWINGS.

45. EXHAUST FAN TO REMAIN, PREP FAN FOR NEW

ROOF SYSTEM, COORDINATE WITH MECHANICAL

DEMOLITION DRAWINGS.

46. REMOVE EXISTING LOUVER PREP WALL FOR NEW

CMU INFILL. INFILL TO MATCH ADJACENT

MATERIAL.

47. REMOVE EXISTING GYPSUM BOARD CEILING.

48. EXISTING PANEL BOARD TO BE REMOVE. PREP

OPENING FOR INFILL CONSTRUCTION.

49. REMOVE EXISTING PANEL BOARD COVER. PREP

EXISTING PANEL BOARD ENCLOSURE FOR NEW

COVER.

50. REMOVE EXISTING LOUVER PREP OPENING FOR

NEW LOUVER AND EXTERIOR WALL INFILL.

51. GRAVITY ROOF VENT TO BE REMOVED, REMOVE

EQUIPMENT CURB, PREP AREA FOR NEW ROOF

SYSTEM, EQUIPMENT CURB, AND GRAVITY ROOF

VENT.

DEMO KEYNOTES

d o v c e s e n g P C

A s

B u i l t

D r a w i n g s

A D d w g

A M

MECHANICAL

YARD

C128

CORR.

C135

CORR.

C136

CORR.

C134

CORR.

C133

CORR.

C122

OFFICE

C123

OFFICE

C124

OFFICE

C126

OFFICE

C125

OFFICE

C127

MAINTENANCE

C129

CORR.

C130

MECH.

ROOM

MECHANICAL

YARD

C106

FLIGHT

SIMULATOR

C105

FLIGHT

SIMULATOR

STAIR

C120

COMPUTER

ROOM

C117

COMPUTER

ROOM

C116

OFFICE

STAIR

C132

MECH.

ROOM

C131

ELEC./ TELECOM

ROOM

C107

HYDRAULIC

PUMP ROOM

MATCHLINE - REFER TO AD101 FOR AREA B

M A

T C

H L I N

E F

19 2

1 5

3 5

4 5

3 5

15 15

39 39

14 14 14

1 5

23 5

ABOVE

DOOR

DEMO EXIST.

LOUVER

C N

C S

D E

S C

R I P

T I O

R E

V D

A T

E D

R A

W N

T I T

L E

S U

B M

I T

T E

D A

T E

A P

P R

D E

S I G

N E

F J X

D R

A W

A P

P R

O V

E D

P L

L E

A P

P R

O V

E D

P R

O J E

I L I T

O M

M A

N D

D O

V E

E L A

W A

R E

SHT

M I S

S I O

R E

N O

V A

T I O

R A

I N

A C

I L

I T

S T

E P

H E

U R

G I N

S B

KEYPLAN

CYNTERGY ARCHITECTURE, PLLC

CYNTERGY ENGINEERING, PLLC

810 SOUTH CINCINNATI, 2ND FLOOR

TULSA, OK 74119

918-877-6000

E D

H E

C K

F I N

A L

E V

I E

E T

I S

S U

S T

R U

C T

I O

A S

U I

W I N

G S

AD102

AREA C FIRST &

SECOND FLOOR

DEMOLITION PLAN

DEMO GENERAL NOTES

1. REMOVE ALL EXISTING WINDOW TREATMENTS AT

EXISTING WINDOWS.

2. ALL WORKSTATIONS, FURNITURE AND TRAINING

EQUIPMENT

TO BE REMOVED DURING WORK AND

REINISTALLED UPON

COMPLETION.

3. TRAINING DEVICES IN AREA “B” ROOMS 4, 4A, 5, 20,

AND 21

SHALL NOT BE REMOVED DURING WORK.

4. TRAINING DEVICES IN AREA “D” ROOMS 2 AND 8

SHALL NOT BE REMOVED DURING WORK.

5. FLIGHT SIMULATORS IN AREA “C” SHALL NOT NEED

TO BE REMOVED DURING WORK.

6. EXISTING SMARTBOARDS, WHITEBOARDS, AND

CEILING

MOUNTED PROJECTORS IN AREA

“B” CLASSROOMS 1, 1A, 2,

3, 4, 4A, 5 - 13, 16 - 25 SHALL BE REMOVED AND

REINSTALLED

UPON COMPLETION.

7. ACCORDIAN FOLDING PARTITIONS TO REMAIN,

UNLESS NOTED OTHERWISE.

8. EXISTING FIRE ALARM EQUIPMENT SHALL BE

MAINTAINED FULLY OPERATIONAL UNTIL THE NEW

EQUIPMENT HAS BEEN TESTED AND ACCEPTED BY

THE CONTRACTING OFFICER. AS NEW EQUIPMENT

IS INSTALLED, IT SHALL BE LABELED "NOT IN

SERVICE" UNTIL THE NEW EQUIPMENT IS

ACCEPTED. ONCE THE NEW SYSTEM IS

COMPLETED, TESTED, AND ACCEPTED BY THE

GOVERNMENT, IT SHALL BE PLACED IN SERVICE

AND CONNECTED TO THE FIRE ALARM SYSTEM.

NEW EQUIPMENT SHALL HAVE TAGS REMOVED

AND THE EXISTING EQUIPMENT SHALL BE TAGGED

"NOT IN SERVICE" UNTIL REMOVED FROM THE

BUILDING.

EXISTING WALL TO BE

REMOVED

CONSTRUCTION LEGEND

EXISTING DOOR AND

FRAME TO BE REMOVED

EXISTING WALL TO REMAIN

NO WORK AREA

SCALE:

SCALE: 1/8" = 1'-0"

0 4' 8' 12'2' 20'

1. REMOVE EXISTING CARPET FINISH.

2. REMOVE EXISTING RUBBER WALL BASE PREP

WALL FOR NEW FINISH PER FINISH

MANUFACTURES RECOMMENDATION.

3. REMOVE EXISTING RESILIENT TILE SYSTEMS.

4. REMOVE EXISTING RUBBER SHEET FLOORING.

5. REMOVE EXISTING ACP AND CEILING SYSTEM.

6. REMOVE EXISTING WALL COVERING.

7. REMOVE EXISTING CERAMIC TILE FLOORING

SYSTEM.

8. REMOVE EXISTING CERAMIC TILE WAINSCOT

SYSTEM.

9. REMOVE EXISTING TOILET PARTITION TYP.

10. EXISTING BASE AND WALL CABINETS TO REMAIN.

11. REMOVE EXISTING RUBBER STAIR TREAD/NOSING

STRIPS.

12. REMOVE EXISTING LAMINATE WOOD FLOOR.

13. REMOVE EXISTING STOREFRONT SYSTEM IN

ENTIRETY.

14. REMOVE EXISTING WINDOW SYSTEM.

15. REMOVE EXISTING DOOR AND FRAME.

16. REMOVE EXISTING EXTERIOR TYPE THRESHOLD.

17. REMOVE EXISTING FIXTURE, TYP.

18. REMOVE EXISTING COUNTER TOP.

19. REMOVE EXISTING WALL PANEL FINISH SYSTEM

AT WOOD WALL CONSTRUCTION REMOVE

EXISTING 1/2" GYPSUM BOARD AT CORRIDOR SIDE

ONLY.

20. REMOVE EXISTING WINDOW TREATMENT.

21. REMOVE EXISTING WOOD BASE AND CHAIRRAIL.

22. REMOVE EXISTING WOOD PANEL WAINSCOT

SYSTEM.

23. REMOVE EXISTING ACCORDION PARTITION

SUPPORT/CLOSURE SYSTEM.

24. REMOVE EXISTING CMU PARTITION SYSTEM TO

ACCOMMODATE NEW DOOR AND FRAME AS

SCHEDULED.

25. REMOVE EXISTING CMU PARTITION SYSTEM TO

ACCOMMODATE NEW 8'-0" OPENING.

26. REMOVE EXISTING GWB PARTITION SYSTEM.

PREP EXISTING CMU WALL FOR NEW FINISH.

27. REMOVE EXISTING METAL PANEL INFILL SYSTEM IN

ENTIRETY.

28. REMOVE EXISTING CMU PARTITION SYSTEM.

29. REMOVE EXISTING EXTERIOR CMU WALL WITH

FLUTED CMU VENEER WALL SYSTEM TO

ACCOMMODATE NEW DOOR AND FRAME AS

SCHEDULED.

30. REMOVE EXISTING COPING TO ACCOMMODATE

INSTALLATION OF THE NEW ROOF SYSTEM.

31. REMOVE EXISTING GUTTER AND DOWNSPOUT

SYSTEM.

32. REMOVE EXISTING BUILT-UP ROOF SYSTEM TO

ACCOMMODATE INSTALLATION OF THE NEW ROOF

SYSTEM.

33. GRAVITY ROOF VENTS TO BE REMOVED,

COORDINATE WITH MECHANICAL DEMOLITION

DRAWINGS.

34. REMOVE PORTIONS OF THE EXISTING STANDING

SEAM FASCIA TO THE EXTENT REQUIRED TO

ACCOMMODATE INSTALLATION OF THE NEW ROOF

SYSTEM. BOTTOM OF FASCIA SHALL FOLLOW

EXISTING ROOF SLOPE.

35. EXHAUST FAN TO BE REMOVED, COORDINATE

WITH MECHANICAL DEMOLITION DRAWINGS.

36. REMOVE EXISTING ACCORDION PARTITION AND

SUPPORT/CLOSURE SYSTEM.

37. REMOVE EXISTING…

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File details come from the government source that posted it. Updated Aug 17, 2020.