W912QR22R0060_Plans-0000.pdf

PDF 17 MB Posted

Attached to
WPAFB B620 Tower Reno
Solicitation number
W912QR22R0060
Issued by

About this file

This document provides details for a federal contract solicitation to renovate the B620 Tower at Wright-Patterson Air Force Base in Ohio. The solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Louisville. The estimated construction cost for the project is between $5 million and $10 million. The NAICS code for the work is 236220 with a size standard of $39.5 million. This is a full and open procurement that requires a 10% price evaluation preference for HUBZone small businesses. The point of contact for the solicitation is Contract Specialist Jessica Moss.

View the file

Other files

File Type Posted
W912QR22R0060_Plans-0009.pdf PDF
W912QR22R0060_Specs-0009.pdf PDF
W912QR22R0060_Specs-0007.pdf PDF
W912QR22R0060_Plans-0007.pdf PDF
W912QR22R0060-0006.pdf PDF
W912QR22R0060-0005.pdf PDF
W912QR22R0060-0004.pdf PDF
W912QR22R0060-0003.pdf PDF
W912QR22R0060-0002.pdf PDF
W912QR22R0060-0001.pdf PDF
W912QR22R0060_Specs_Vol1-0000.pdf PDF
W912QR22R0060 06.09.22.pdf PDF
W912QR22R0060_Specs_Vol2-0000.pdf PDF
Show all 13

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

HEL

TER

#3

PARKING

PARKING

G

PARKING

PARKING

PARKING

PARKIN

PARKING

TOWER

71857184

71837182

PA

THPAR

CO

URS

78B

20B

GAT

E

70297028

7027 7026

0 701

8 7

PA

RK HA

DDE

N

39B

GAT

E

43B

GAT

E

19B

GAT

E

0 711

HIS

T.

PLA

CESNAT

ION

AL

REG

OF

ADE

NA

MO

UND

51B

SNA

CK

BA

R

8 708

4 706

9 705

73B

1 714

433125

S

18B

GAT

E

17B

GAT

E

32B

GAT

E

86H

69A

MEM

ORI

ALWRI

GHT

16B

GAT

E

L-6

L-6

L-6

618 621

22B

GAT

E

AREA

77B

79D

B

11 1

83B

37B

76B

B

79J

79A 79B 79C

79F

42977

STA

TIO

NSUB

22B

10B

27B

SOC

CER

FI

ELD

S

ARE

A

"B"

WR

IGH

T

FIEL

D

L-20

L-2041

11B

B

31B

146145

71D

STA

.SUB

.2

B 30B

193192

46B3 B

71B

194195

20A

FIEL

DSOC

CER

5B

24B

"B"SUB

ST

A.

85A

24A

25D

25C

25B

25A

24C

-A

31B

B

9B

18G

251- A

18F

18C

18D 18A

18E

18B 18

B

STA

SUB

71A2061

4B

B

251250

61A

2B

1B

GAT

E

31B

GAT

E 30B

GAT

E

29B

GAT

E

OF

HIS

TOR

IC

PLA

CESNAT

ION

AL

REG

IST

ER

PRE

HIS

TOR

IC

MOU

NDS

GRO

UP

OF

SIX

28A

28B

B

GAT

E

86J

T-2

86- B

B25B

GAT

E 1

1B

56 517

1 4

13B

GAT

E

12B

GAT

E

ARE

A "

B"

ENT

RAN

CEMAI

N

86G

57B

56B

58 15

10B

GAT

E

86D

86C

S P

C S A

H P

S P

S P

U S T

A

S P

S P

EFDZ 2

E

FD

Z 8

EFDZ 3

E

FD

Z 4

B S

E

FD

Z 9

E

FD

Z 5

E

FD

Z 1

E

FD

Z 6

LF

LF

H P

C S A

E

FD

Z 7

1 0 0 4

PLA IN

PLA IN

REC

OR

D F

LOO

D

CO

NTO

UR

(81 0'

ELE

VAT

ION

PHO

TO

TAR

GET

APP

ROX

. L

IMIT

S

OF LAN

DF I

LL

#8

APP

ROX

. L

IMIT

S

OF

LAN

DF I

LL

#8

APP

ROX

. L

IMIT

S

OF

LAN

DF I

LL

#10

APP

ROX

. L

IMIT

S

OF

LAN

DF I

LL

#10

APP

ROX

. L

IMIT

S

OF LAN

DF I

LL

#8

M-ESSENTIAL LANDING SURFACE) 34

WA

RD

PIK

E

FOURTH S

"A

S

TR

E E T

CO

NRAIL

TREET

S

TR

E E T

THIRD

S

TR

E E T

MEMORIAL ROAD

"F

ST

RE

ET

FIRST STREET

FIFTH

" C

S

TR

E E T

"B

STREET

"E

EE

T

"G"

FIF

SIXTH STREET

SEV ENTH STREET

"D

STREET

"K

EE

T

SH

EL

IN

E D

RI

VE

TH STREET

H

EE

T

R O A D

ST

RE

ET

"E

EE

T

"G

EE

T

EIGH TH

"K

EE

T

TENTH

FIFTH

STREET

"L

E

ET

" N

S

TR

E E T

STREET

S K

YL

IN

E

D R

IV

E

LO

O P

ELEVENTH STREET

STREET

"G

EE

T

TWELFTH STREET

EIGHTH

STREET

R E E T

TENTH

STREET

"O

ST

RE

E T " O

S T

RE

E T

D R I V E

THIRTEENTH STREET

S K Y

LI

N E

"P

T

STREET

TWELFTH

STREET

"Q

ST

RE

ET

N A

TI

O N A L R O A D

MEM

CONRAIL

K

AUF

THIRD STREET

SK

YL

IN

E

DR

IVE

ROA

D

AVEN

U E

ORIAL

M

AN

FIRST ST

RE

ET

STA

FI F TH

"P

ST

RE

ET

STREET

T R

EE

T

SIK

ES

H

ALLE

DU

PO

NT

PICKET

PL.

M C G

LE

LL

AN

D

OLD

STATE

ROUTE 4

TE

ROUTE

CK

WA

Y

GRANGER

COLLOPY

CRI

VE

WELCO

G S

TR

E E T

LA

N E

V A N

D O R N

TENTH

STREET

SEVENTH

STREET

"P

E E T

"R

T R

EE

T

E E

DUPONT

WAY

T.

ME

LO

N

WEITZEL

S H

IE

LD

S

MOSBY

S

BEULE

P

LA

C E

AV

E N U E

MC

D O W

EL

L

EMMES

T

CONRAIL

N A

TI

O N A L

O A D

"R"

REESE

C

IN

N

AB

AR

C T

NU

TM

EG

DRIVE

ZI

NK

OA

D

WAY

MI

DD

Y

D

RI

VE

CIMARRON

B

ROM

LEY

SUDBURY

B U R N S

IG

H L

AN

D

C T

AS

H

LE

Y C T.

EAGLE HIGHLANDS DRIVE

BUSH DRIVE

HOLLY

N E W G A

TE

C T

DRIVE

DUNCAN

CIRCLE

FIR

E S

TO

N E

PEPPERTR

EE

BLV

D.

R A I D E R

D R

P L.

D R

IV

E

FOR

EST LANE

CIRC

LE

MA

IN

U.

C.

DR

IV

E

RO

AD

S.

LANE

SPRINGWOOD

ZI

NK

RO

AD

H

SANZON DRIVE

SK

YLINE DR

IVE

M O N

TG

O M

ER

Y

GR

EE

NE

CO

UN

T Y

CO

UN

T Y

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

US Army Corps of Engineers ®

ISSUE DATE:

VOLUME:

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

1400 W DOROTHY LANE

DAYTON, OHIO 45409

PH: (937) 224-0861

525 VINE STREET, SUITE 1300

CINCINNATI, OHIO 45202

PH: (513) 579-9137

B&N PROJECT NO. 59520

100 E. EIGHTH STREET, STE. 300

CINCINNATI, OHIO 45202

PH: (513) 241-3222

LOCATION MAP

(NOT TO SCALE)

A/E STAMPS AREA:

P

P R

\c a d d \R e v it \9

-S c ra p \T

O W

E R

S P

A C

E C

N T

R L -R a m a n d a .v ie u .r v t

/2

/2

:3

:2

P M

G-001

C O

V E

R S

H E

E T

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

S B

IR

K

L E

Y

E L E

W

IS

B

N /H

E A

P Y

J V

L W

O O

D A

R D

/0

/2

P N

O

CERTIFIED FINAL

A D

D T

O W

E R

S P

A C

E

Z H

T V

LOUISVILLE DISTRICT

06/03/2022

WRIGHT-PATTERSON AIR FORCE BASE, OH

ADD TOWER SPACE

ZHTV170030

FACILITY 20620

HOBSON WAY (LOOP ROAD)

GATE 22 B

I-675 CONNECTOR

GATE 1 B

GATE 19 B

WPAFB AREA B

BLDG 20620

PLAN NORTH

W

2Q R

R

_P la ns -0

ARIMS: 200A Disposition: Maintain for 15yrs after construction

09 June 2022

W912QR22R0060

THIS PROJECT WORK SCOPE INCLUDES ALTERATION OF

EXISTING BUILDING AREAS IN ADDITION TO NEW FLOOR LEVEL

CONSTRUCTION BELOW THE EXISTING 10TH FLOOR LEVEL OF

THE EXISTING TOWER STRUCTURE AS DEFINED IN THE

CONSTRUCTION DOCUMENTS. THE PROJECT WORK SCOPE

INCLUDES A BID ALTERNATE AS AN 'ADD ALTERNATE' TO

CONSTRUCT A COMPLETE NEW 8TH FLOOR LEVEL BELOW A

'BASE BID' NEW 9TH FLOOR LEVEL. THE 'BASE BID' EXCLUDES

CONSTRUCTION OF THE 8TH FLOOR WORK SCOPE. THE NEW

9TH FLOOR LEVEL IS CONSTRUCTED AS LOWEST LEVEL OF

NEW FLOOR CONSTRUCTION IN THE 'BASE BID'. THESE

CONSTRUCTION DRAWINGS ARE PROVIDED AS A COMPLETE

WORK SCOPE OF 'BASE BID' AND 'ADD ALTERNATE' WITH 'ADD

ALTERNATE' PORTIONS HIGHLIGHTED. THE CONTRACTOR

SHALL PLAN AND BID THE PROJECT BASED UPON THE 'BASE

BID' WORK SCOPE WITH A SEPERATE 'ADD ALTERNATE' WORK

SCOPE TO ADD THE 8TH FLOOR LEVEL.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P

P R

\c a d d \R e v it \9

-S c ra p \T

O W

E R

S P

A C

E C

N T

R L -R a m a n d a .v ie u .r v t

/7

/2

:3

:5

A M

G-002

S H

E E

T L

IS

T

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

S B

IR

K

L E

Y

E L E

W

IS

B

N /H

E A

P Y

J V

L W

O O

D A

R D

/0

/2

P N

O

CERTIFIED FINAL

A D

D T

O W

E R

S P

A C

E

Z H

T V

SHEET

NUMBER SHEET TITLE

FA-001 LEGEND & DESIGN NOTES

FAD101 LEVEL 10 & 11 - DEMOLITION

FAD102 LEVEL 10 & 11 - DEMOLITION

FA-101 LEVEL 2 & 3 PLAN - NEW WORK

FA-102 LEVEL 8 & 9 - NEW WORK

FA-103 LEVEL 10 & 11 - NEW WORK

FA-104 LEVEL 12 & 13 - NEW WORK

FA-105 DUCT FIRE ALARM

FA-501 DETAILS

FS-001 LEGEND & DESIGN NOTES

FSD101 LEVEL 10 & 11 - DEMOLITION

FSD102 LEVEL 12 - DEMOLITION

FS-101 LEVEL3, 8, & 9 NEW WORK

FS-102 LEVEL 10 & 11 - NEW WORK

FS-103 LEVEL 12 & 13 - NEW WORK

FS-501 DETAILS

P-001 LEGEND

P-102 PLUMBING LEVEL 2 - NEW WORK

PD101 PLUMBING LEVEL 1 - DEMOLITION

PD102 PLUMBING LEVELS 2-9 - DEMOLITION

PD103 PLUMBING LEVELS 10 & 11 - DEMOLITION

PD104 PLUMBING LEVEL 12 - DEMOLITION

P-101 PLUMBING LEVEL 1 - NEW WORK

P-103 PLUMBING LEVELS 3- 7 - NEW WORK

P-104 PLUMBING LEVELS 8 & 9 - NEW WORK

P-105 PLUMBING LEVELS 10 & 11 - NEW WORK

P-106 PLUMBING LEVEL 12 - NEW WORK

P-501 DETAILS

P-601 SCHEDULES

P-901 SOIL, WASTE, AND VENT DIAGRAM

M-001 LEGEND

MD101 DEMOLITION FLOOR PLAN - LEVELS 1 AND 2

MD102 DEMOLITION FLOOR PLAN - LEVELS 10 AND 11

MD103 DEMOLITION FLOOR PLAN - LEVEL 12

M-101 NEW WORK FLOOR PLAN - LEVELS 1, 2, & 5

M-102 NEW WORK FLOOR PLAN - LEVELS 8 AND 9

M-103 NEW WORK FLOOR PLAN - LEVELS 10 AND 11

M-104 NEW WORK FLOOR PLAN - LEVEL 12

M-501 DETAILS

M-502 DETAILS

M-601 SCHEDULES

M-701 CONTROLS LEGEND AND ABBREVIATIONS

M-702 POINT SCHEDULE INSTRUCTIONS

M-703 AHU CONTROLS SCHEMATIC - DEMOLITION

M-704 AHU CONTROLS SCHEMATIC - NEW WORK

M-705 AHU SUPPLY FAN VFD LADDER DIAGRAM

M-706 AHU SEQUENCE OF OPERATION

M-707 VAV & EXHAUST FAN CONTROL SCHEMATICS

M-708 VAV & EXHAUST FAN SEQUENCES OF OPERATION

M-709 POINTS SCHEDULES

M-710 POINTS SCHEDULES

M-711 CONTROL SCHEDULES

E-001 LEGEND

E-002 GENERAL NOTES & ABBREVIATIONS

ED101 LEVEL 1 - DEMOLITION

ED102 LEVEL 10 & 11 - DEMOLITION

ED103 LEVEL 12 - DEMOLITION

E-101 LEVEL 1 PLAN - LIGHTING

E-102 LEVEL 2 PLAN - LIGHTING

E-103 LEVEL 8 & 9 PLAN - LIGHTING

E-104 LEVEL 10 & 11 PLAN - LIGHTING

E-105 LEVEL 12 - LIGHTING

E-106 LEVEL 1 PLAN - POWER

E-107 LEVEL 8 & 9 PLAN - POWER

E-108 LEVEL 10 & 11 PLAN - POWER

E-109 LEVEL 12 - POWER

E-301 SECTION VIEWS

E-302 SECTION VIEWS

E-501 DETAILS

E-502 DETAILS

E-601 SINGLE-LINE DIAGRAM

E-602 PANELBOARD SCHEDULES

E-603 PANELBOARD SCHEDULES

E-604 LIGHTING & MOTOR SCHEDULES

ET101 LEVEL 1 PLAN - TECHNOLOGY

ET102 LEVEL 9 & 10 PLAN - TECHNOLOGY

ET501 TECHNOLOGY DETAILS

SHEET

NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 SHEET LIST

G-003 GENERAL NOTES, ABBREVIATIONS

G-101 SITE PLAN

G-102 HAUL ROUTE

G-103 SOUND RATING PLANS

H-101 HAZARDOUS MATERIALS PLAN - LEVEL 1

H-102 HAZARDOUS MATERIALS PLAN - LEVELS 2 & 3

H-103 HAZARDOUS MATERIALS PLAN - LEVELS 4-9

H-104 HAZARDOUS MATERIALS PLAN - LEVELS 10 & 11

H-105 HAZARDOUS MATERIALS PLAN - LEVEL 12 AND ROOF

S-001 GENERAL STRUCTURAL NOTES

S-101 FRAMING PLANS

S-201 FRAMING ELEVATIONS

S-301 FRAMING SECTIONS

S-302 FRAMING SECTIONS

S-501 TYPICAL SHOTCRETE DETAILS

AD101 DEMOLITION FLOOR PLAN - LEVEL 1

AD102 DEMOLITION FLOOR PLAN - LEVELS 2, 3

AD103 DEMOLITION FLOOR PLAN - LEVELS 4-9

AD104 DEMOLITION FLOOR PLAN - LEVEL 10

AD105 DEMOLITION FLOOR PLAN - LEVELS 11, 12

AD106 DEMOLITION FLOOR PLAN - LEVEL 13

AD107 DEMOLITION CEILING PLAN - LEVELS 2,3

A-101 NEW WORK FLOOR PLAN - LEVEL 1

A-102 NEW WORK PARTIAL PLAN - LEVEL 1

A-103 NEW WORK PARTIAL PLAN - LEVEL 2

A-104 NEW WORK PARTIAL PLAN - LEVEL 3

A-105 NEW WORK FLOOR PLANS - LEVEL 4

A-106 NEW WORK FLOOR PLANS - LEVELS 5, 6, 7

A-107 NEW WORK FLOOR PLAN - LEVEL 8

A-108 NEW WORK FLOOR PLAN - LEVEL 9

A-109 NEW WORK FLOOR PLAN - LEVEL 10

A-110 NEW WORK FLOOR PLAN - LEVEL 11

A-111 NEW WORK FLOOR PLAN - LEVEL 12

A-112 NEW WORK FLOOR PLAN - ROOF LEVEL

A-113 EDGE OF SLAB PLANS

A-114 REFLECTED CEILING PLAN - SECOND AND THIRD

FLOORS

A-115 REFLECTED CEILING PLANS - LAB FLOORS

A-201 EAST AND WEST ELEVATIONS

A-202 NORTH AND SOUTH ELEVATIONS

A-203 ENLARGED EAST ELEVATION

A-204 ENLARGED WEST ELEVATION

A-301 BUILDING SECTIONS AND DETAILS

A-302 BUILDING SECTIONS AND DETAILS

A-303 BUILDING SECTIONS AND DETAILS

A-304 BUILDING SECTIONS AND DETAILS

A-401 ENLARGED PLANS

A-501 WALL SECTION AND DETAILS

A-502 BALCONY DETAILS

A-503 CHASE WALL DETAILS

A-511 RAILING DETAILS

A-512 STANDARD PANEL DETAILS

A-601 PARTITION TYPES

A-602 DOOR SCHEDULE AND DETAILS

A-603 DOOR DETAILS

A-604 DOOR DETAILS

A-611 WINDOW TYPES

A-621 FINISH SCHEDULE, FINISH LEGEND AND NOTES

LS-001 LIFE SAFETY LEGEND & ANALYSIS

LS-002 LIFE SAFETY ANALYSIS

LS-003 LIFE SAFETY SITE PLAN

LS-101 LEVEL 1 LIFE SAFETY PLAN

LS-102 LEVEL 2 & 3 LIFE SAFETY PLAN

LS-103 LEVEL 8 & 9 LIFE SAFETY PLAN

LS-104 LEVEL 10 & 12 LIFE SAFETY PLAN

LS-105 LEVEL 12 & 13 LIFE SAFETY PLAN

NOTICE OF BID ALTERNATE 1

PROJECT SCOPE

06/03/2022

Steven J. Birkley License # 11250 Exp 12/31/2023

W

2Q R

R

_P la ns -0

ARIMS: 200A Disposition: Maintain for 15yrs after construction

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

LS - LIFE SAFETY

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

F - FIRE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

PRODUCT MANUFACTURER TRADE NAMES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFRM SPRAYED FIRE-RESISTIVE MATERIAL

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

PLAN NORTH

GENERAL DEMOLITION NOTES

A. THIS WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR,

EQUIPMENT, AND ALL OTHER SERVICES TO CONSTRUCT THE PROJECT AS SHOWN

ON THE DRAWINGS AND AS OUTLINED IN THE SPECIFICATIONS.

B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST

ADOPTED CODES, REGULATIONS, AND STANDARDS.

C. THE DRAWINGS FOR THIS PROJECT INDICATE THE GENERAL INTENT OF THE WORK

REQUIRED. SIMILAR CONDITIONS NOT SPECIFICALLY SHOWN, WHICH ARE

REQUIRED FOR A COMPLETE PROJECT, SHALL BE INCLUDED IN THE WORK.

D. IF EXISTING FIELD CONDITIONS ARE DIFFERENT THAN THAT SHOWN ON THE

DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT BEFORE

PROCEEDING WITH THE WORK.

E. PROVIDE OPENINGS IN THE BUILDING CONSTRUCTION FOR THE PASSAGE OF ALL

SERVICES. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT THE REVIEW

AND APPROVAL OF THE GOVERNMENT.

F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE WORK OF

ALL DISCIPLINES AND TRADES.

G. ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER IN

ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS.

H. ALL WORK AND MATERIALS ARE NEW AND PROVIDED BY THE CONTRACTOR

UNLESS NOTED OTHERWISE.

I. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB SITE.

J. ANY EXISTING SURFACE DAMAGED BY THE CONTRACTOR’S OPERATIONS SHALL

BE REPAIRED TO ITS ORIGINAL CONDITION.

K. THE CONTRACTOR IS RESPONSIBLE FOR THE THOROUGH COORDINATION OF ALL

TRADES.

L. ALL MOUNTING OF EQUIPMENT, FIXTURES, OR ACCESSORIES; INCLUDING WALL,

FLOOR AND CEILING INSTALLATION SHALL BE AS PER MANUFACTURER'S WRITTEN

INSTALLATION INSTRUCTIONS.

M. THE DRAWINGS COMMUNICATE INFORMATION CONCERNING SIZES, LOCATIONS,

RELATIONSHIPS, CONFIGURATIONS, AND OTHER SIMILAR ITEMS WHICH REQUIRE

CAREFUL COORDINATION OF VARIOUS SUBCONTRACTORS. THE DRAWINGS DO

NOT CONTAIN EXPLICIT INFORMATION ON EVERY DETAIL OF THE CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION BETWEEN ALL

SYSTEMS AND COMPONENTS.

N. ALL DIMENSIONS SHOWN AND INDICATED ARE TO FACE OF FINISH, UNLESS

OTHERWISE NOTED.

A. DEMOLITION INDICATED IS BASED ON EXISTING DRAWINGS AND FIELD

OBSERVATIONS. THIS DRAWING IS NOT INTENDED TO BE CONSIDERED A RECORD

DRAWING OF EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL

CONDITIONS FOR COORDINATION OF ALL APPROPRATE TRADES. REPORT ANY

CONFLICTS, DISCREPANCIES, OR DEVIATIONS TO THE ARCHITECT BEFORE

PROCEEDING WITH DEMOLITION. VERIFY EXISTING UTILITIES & SCHEDULE ALL

UTILITY OUTAGES REQUIRED FOR COMPLETION OF THE WORK FOR OWNER'S

APPROVAL.

B. THIS BUILDING CONTAINS HAZARDOUS MATERIAL THAT WILL NEED TO BE

REMOVED PER WRIGHT-PATTERSON AIR FORCE BASE, SPECIFICATION SECTION 01

35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB). SEE

HAZARDOUS BUILDING MATERIAL REPORT.

C. DISPOSAL OF DEMOLISHED MATERIALS IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

D. COORDINATE DEMOLITION WITH ALL TRADES TO ENSURE THAT ALL EFFECTED

APPURTENANCES ARE REMOVED SAFELY, AND TO ENSURE THAT ACCESS AND

SERVICES TO UNAFFECTED AREAS OF THE BUILDING ARE NOT INTERRUPTED BY

THE DEMOLITION.

E. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL HVAC, PLUMBING AND

ELECTRICAL SUBCONTRACTOR(S) TO FACILITATE DEMOLITION OF ITEMS

INDICATED IN ARCHITECTURAL AND STRUCTURAL DRAWINGS.

F. THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING DEMOLITION TO

PROTECT EXISTING AREAS NOT IN CONTRACT BUT ADJACENT TO WORK,

INCLUDING EXTERIOR WORK.

G. PROVIDE TEMPORARY SHORING, BRACING, AND SUPPORT OF ALL EXISTING

STRUCTURAL ELEMENTS, BEARING PARTITIONS TO REMAIN, ETC. TO MAINTAIN

SAFETY AND INTEGRITY OF THE STRUCTURE. IF ANY STRUCTURAL WALLS OR

COLUMNS NOT SHOWN IN THESE DRAWINGS ARE DISCOVERED, THEN

IMMEDIATELY NOTIFY THE OWNER AND STRUCTURAL ENGINEER.

H. REMOVE EXISTING HARD STRUCTURES; WALLS, DOORS/FRAMES, WHERE

INDICATED AS DASHED ON PLANS. SEE KEYED DEMOLITION INFORMATION ON

DEMOLITION SHEETS.

I. GENERAL CONTRACTOR SHALL COORDINATE WALL AND PARTITION DEMOLITION

WITH ALL NEW HVAC DUCTWORK.

J. PARTITION REMOVAL INCLUDES WALL-MOUNTED ITEMS, BRACING, AND ALL

EMBEDDED RECEPTACLES, THERMOSTATS, SENSORS, SWITCHES, DEVICES,

CONDUIT, AND WIRING AFTER DISCONNECTION BY APPROPRIATE CONTRACTOR.

REMOVE ALL FIRE EXTINGUISHERS AND ASSOCIATED CABINETS.

K. FLOORING REMOVAL INCLUDES CARPET, CARPET TILE, RESILIENT TILE. REMOVAL

INCLUDES BOTH VISIBLE AND HIDDEN MULTIPLE LAYERS OF FLOORING

MATERIALS, AND ALL ADHESIVES, MASTICS, OR SETTING BEDS TO PREPARE

SURFACE FOR NEW MATERIAL PER MANUFACTURER'S WRITTEN

RECOMMENDATIONS.

L. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE, AS REQUIRED BY APPLICABLE

CODES, THE MEANS AND METHODS REQUIRED TO MAINTAIN APPROPRIATE

VENTILATION, LIGHTING, LIFE SAFETY, ETC. THROUGHOUT THE DEMOLITION

PROCESS. THIS SHALL INCLUDE MAINTAINING ADEQUATE EGRESS FROM ANY

OCCUPIED AREAS DURING CONSTRUCTION.

M. PATCH PENETRATIONS IN FLOOR AND WALLS RESULTING FROM DEMOLITION.

REPAIR DAMAGE TO FIRE RATED SYSTEMS INCLUDING FIRE-PROOFING.

N. PROVIDE ALL DEMOLITION REQUIRED FOR REMOVAL OF SYSTEMS, MATERIALS

AND COMPONENTS MADE OBSOLETE BY THIS PROJECT. NO SYSTEMS OR

COMPONENTS SHALL BE ABANDONED IN PLACE, U.O.N.PROTECT ADJACENT

CONSTRUCTION TO REMAIN FROM DEMOLITION AND CONSTRUCTION

O. EXISTING CEILING GRID, CEILING TILE AND LIGHTING TO REMAIN WHERE

INDICATED. REPLACE CEILING TILES DAMAGED DURING DEMOLITION ACTIVITIES.

P. REMOVE EXISTING PLUMBING FIXTURES AND CAP OFF SUPPY, WASTE AND VENT.

REFER TO MEP DRAWINGS FOR REUSE AND RELOCATION.

Q. END USER TO COORDINATE THE REMOVAL OF ALL ELECTRONIC AND

COMMUNICATIONS EQUIPMENT PRIOR TO DEMOLITION.

R. WHERE EXISTING FINISHES HAVE BEEN DEMOLISHED. PREPARE FOR NEW

SUBSTRATE AS REQUIRED.

S. PATCH AND REPAIR SURFACES AFFECTED BY DEMOLITION ACTIVITES TO MATCH

ADJACENT SURFACES.

GENERAL NOTES

A. THESE PLANS ARE NOT RECORD DRAWINGS OR AS-BUILTS. THEY INDICATE A GENERAL SCOPE

OF SELECTIVE DEMOLITION WORK REQUIRED FOR THE NEW WORK TO BE PERFORMED

PROPERLY.

B. VERIFY ALL EXISTING CONDITIONS BOTH INTERIOR AND EXTERIOR, PRIOR TO STARTING ANY

RENOVATION WORK.

C. IF ANY ITEMS IS DISCOVERED WHICH CREATE A DISCREPANCY RELATIVE TO THE REQUIRED NEW

WORK THE GOVERNMENT AND/OR OWNER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE

WORK..

D. COORDINATE THE INSTALLATION OF NEW MATERIALS WITH ALL TRADES TO ENSURE THAT ALL

EFFECTED APPURTENANCES AND ACCESS TO OTHER TRADES WILL REMAIN UNINTERRUPTED.

E. EXISTING SURFACES TO RECEIVE NEW FINISHES AS NOTED. PATCH AND REPAIR SURFACE TO

MATCH EXISTING ADJACENT SURFACE FLUSH AND SMOOTH.

F. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO PHYSICAL CONSTRUCTION FOR

CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF DISCREPANCIES.

G. PROVIDE WOOD BLOCKING, FLEXIBLE WOOD BACKING, STEEL STRAP BACKING PLATES, OR

SUPPORT BRACKETS REQUIRED FOR PROPER SUPPORT OF WALL-MOUNTED EQUIPMENT,

COUNTERTOPS, VIDEO DISPLAYS, ETC. ALL WOOD BLOCKING SHALL BE FIRE-RETARDANT.

H. THE FIRST THREE FLOORS OF THIS BUILDING WILL BE OCCUPIED DURING CONSTRUCTION.

I. LEVELS 9 AND 10 SHALL BE CONSTRUCTED TO MEET ICD/ICS 705 STANDARDS.

GENERAL ENVIRONMENTAL NOTES

A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION

01 35 43.

B. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

C. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL

REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE

OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR

PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED

BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88

CEG/CEIEA WATER PM MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) FOR

ADDITIONAL INFORMATION.

D. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST

SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH DUST GENERATION. FOR

ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM CHRIS TUMBUSCH. CHRIS

CAN BE REACHED AT 937-257-2455 OR BY EMAIL AT CHRISTOPHER.TUMBUSCH@US.AF.MIL

E. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 35 43.

F. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY

HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY

CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH

KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED. ALL

HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOV'T FOR DISPOSAL. IN ADDITION PROPER

COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS

FORSTORAGE AND DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88

CEG/CEIEC HAZARDOUS MATERIALS PM AT KAREN.BEASON@US.AF.MIL OR 937-257-5899 OR 88

CEG/CEIEC HAZARDOUS WASTE PM, MARIA.CRUSET@US.AF.MIL OR 937-257-0023.

G. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE

WITH WPAFB SPECIFICATION SECTION 01 35 43.

H. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE

WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL.

ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL

RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01

35 43. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT

MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A

QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB

SPECIFICATION SECTION 01 35 43 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE

TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO

MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS

MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO

INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED,

AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE

THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB

DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, BRIAN

ROBINSON, AT 937-257-5060 OR BRIAN.ROBINSON.5@US.AF.MIL

I. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43 FOR RECYCLING.

J. TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 35 43.

K. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 35 43.

L. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 35 43.

M. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL TAKE A REPRESENTATIVE

SAMPLE OF THE HVAC SYSTEM WATER TO DETERMINE WHETHER IT CAN BE DRAINED DIRECTLY

INTO THE SANITARY SEWER. ANALYZE THE WATER TO DETERMINE THE TOTAL LEVEL OF EACH OF

THE FOLLOWING: ARSENIC, CADMIUM, CHROMIUM, COPPER, CYANIDE, LEAD, MERCURY,

MOLYBDENUM, NICKEL, SELENIUM, SILVER, ZINC, SULFIDE, OIL AND GREASE, PHOSPHORUS, COD AND BOD. THE LAB PERFORMING THE ANALYSES MUST BE CERTIFIED BY OHIO EPA TO ANALYZE

FOR THESE PARAMETERS. PROVIDE A COPY OF THE LAB'S REPORT TO THE CONTRACTING

OFFICER, WHO WILL IN TURN FORWARD IT TO 88 CEG/CEIEA FOR A DETERMINATION ON THE

WASTEWATER DISPOSAL METHOD.

N. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE TREATED AS CONTAINING

ASBESTOS UNLESS TESTING PROVES IT TO BE ASBESTOS FREE.

O. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL

REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE

OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR

PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED

BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88

CEG/CEIEA WATER PM MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) FOR

ADDITIONAL INFORMATION.

A PARTITION TAG

A. SAW CUT PERIMETER OF AREA TO BE REMOVED IN SOUND CONCRETE TO A 1/2"

DEPTH. VERIFY 1/2" DEPTH OF SAWCUT WILL NOT HIT TOP SLAB REINFORCEMENT

BEFORE SAW CUTTING. NOTIFY OWNER IF TOP SLAB REINFORCEMENT IS WITHIN

THE 1/2" SAW CUT ZONE.

B. CHIP OUT CONCRETE TO BE REMOVED DOWN TO SOUND CONCRETE A MINIMUM

OF 1/2" UTILIZING A 30 POUND MAXIMUM CHIPPING HAMMER. MECHANICALLY

PREPARE EXISTING CONCRETE SURFACE TO A PROFILED, CLEAN, CONTAMINANT

FREE, SOUND, DRY CONDITION SURFACE. CONCRETE SURFACE SHALL HAVE A

MINIMUM SURFACE PROFILE OF 4 (CSP-4 - TYPICAL +/- 1/16" AMPLITUDE OF

ROUGHNESS).

C. IF CONCRETE IS DETERIORATED INTO THE REINFORCING STEEL, CHIP 3/4" DEPTH

AROUND REINFORCING SO THAT REINFORCING IS EMBEDDED IN THE REPAIR

MORTAR.

D. CLEAN EXPOSED REINFORCING AND PRIME REINFORCING WITH SIKA ARMATEC 110

EPOCEM AS NOTED IN THE SPECIFICATIONS.

E. FOLLOWING SOUNDNESS AND PREPARATION INSPECTION, WET SURFACE TO A

SATURATED SURFACE DRY CONDITION WITH NO STANDING WATER. APPLY A

SCRUB COAT OF REPAIR MORTAR TO CONCRETE SURFACE PRIOR TO PLACEMENT

OF REPAIR MORTAR. APPLY REPAIR MORTAR INTO THE WET SCRUB BEFORE IT

DRIES. FOLLOW ALL MANUFACTURER'S APPLICATION INSTRUCTIONS AND

REQUIREMENTS.

F. REPAIR MORTAR SHALL BE SIKAQUICK 1000 FOR HORIZONTAL SURFACES OR

SIKAQUICK VOH FOR VERTICAL AND OVERHEAD SURFACES OR APPROVED EQUAL.

CONCRETE REPAIR NOTES

CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S MINIMUM

REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS

OF DESIGN.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P

P R

\c a d d \R e v it \9

-S c ra p \T

O W

E R

S P

A C

E C

N T

R L -R a m a n d a .v ie u .r v t

/2

/2

:1

:0

P M

G-003

G E

N E

R A

L N

O T

E S

A

B B

R E

V

IA

T

IO

N S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

S B

IR

K

L E

Y

E L E

W

IS

B

N /H

E A

P Y

J V

L W

O O

D A

R D

/0

/2

P N

O

CERTIFIED FINAL

A D

D T

O W

E R

S P

A C

E

Z H

T V

06/03/2022

Steven J. Birkley License # 11250 Exp 12/31/2023

W

2Q R

R

_P la ns -0

+/- 60' - 0"

170170

171171

172172

172172

PROJECT LOCATION

BUILDING 20620 TOWER BUILDING

TO HOBSON WAY

AVIONICS CIRCLE

200200

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P

P R

\c a d d \R e v it \9

-S c ra p \T

O W

E R

S P

A C

E C

N T

R L -R a m a n d a .v ie u .r v t

/2

/2

:1

:0

P M

G-101

S

IT

E P

L A

N

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

S B

IR

K

L E

Y

E L E

W

IS

B

N /H

E A

P Y

J V

L W

O O

D A

R D

/0

/2

P N

O

CERTIFIED FINAL

A D

D T

O W

E R

S P

A C

E

Z H

T V

1/64" = 1'-0"1

SITE PLAN

P L A

N N

O R

T H

A. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO INVESTIGATE

SITE IMPROVEMENTS FOR ANY UNDERGROUND UTILITIES THAT MAY BE

PRESENT PRIOR TO PLACING ANY EQUIPMENT OR EXCAVATION WORK

START UP. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE

CONTRACTOR FOR DAMAGE AND REPAIR TO EXISTING CONDITIONS

CAUSED BY HIS WORK FORCE.

B. CONTRACTOR IS RESPONSINLE FOR INSTALLING A FENCED PERIMETER

OF THE CONTRACTOR LAYDOWN AREA. FENCE TO BE CHAINLINK, MIN 6'

HIGH WITH PRIVACY FABRIC.

C. CONTRACTOR IS RESPONSIBLE FOR PROVIDING/ EXTENDING ANY

TEMPORARY UTILITES TO FENCED AREA.

D. CONTRACTOR SHALL RESTORE ALL LAWN AND PAVEMENT AREAS

DISTURBED BY CONSTRUCTION ACTIVITIES. RESTORED GRASS AREAS

SHALL HAVE ESTABLISHED GROWTH PRIOR TO GOVT INSPECTION AND

TURNOVER.

E. PRIOR TO STARTING WORK CONTRACTOR SHALL REVIEW AND CONFIRM

w/ GOVT PROJECT REPRESENTATIVE, PROTOCAL AND PROCEDURES FOR

MAINTAINING SECURITY OF ON SITE MATERIALS AND EQUIPMENT

STORAGE AREAS AND SECURITY ACCESS TO PROJECT WORK AREAS.

F. PRIOR TO STARTING WORK CONTRACTOR SHALL REVIEW AND CONFIRM

WITH GOVT PROJECT REPRESENTATIVE SPECIFIC SITE LOGISTICS

DETAILS (FENCED AREAS, PARKING, SCAFFOLDING AREAS, CRANE AND

SCAFFOLDING AREAS, CONSTRUCTION BARRIERS, BARRIER PROTECTION

OF IMPACTED SITE CIRCULATION PATHS AND ASSOCIATED LOGISTICS)

BASED ON PROPOSED CONDITIONS DESCRIBED IN THE DOCUMENTS AND

CONTRACTORS MEANS AND METHODS PLAN FOR THE CONSTRUCTION

PERIOD. BEFORE STARTING ANY WORK, CONTRACTOR SHALL IDENTIFY

AND MARK ALL UTILITY ROUTES WITHIN ANY AREAS OF CONSTRUCTION

ACTIVITY AND AS DIRECTED BY GOVT PROJECT REPRESENTATIVE.

EXCLUDE OR PROTECT THEM FROM THE CONSTRUCTION AREA.

GENERAL NOTES

0 32' 64' 128'

ARCHITECTURAL KEYNOTES

170 BOUNDARY OF PROPOSED CONTRACTOR FENCED AREA FOR

LAYDOWN, STORAGE,TRAILERS, RESTROOMS AND

MISCELLANEOUS CONTRACTOR OPERATIONS. PLAN SHALL BE

SUBMITTED TO THE GDA FOR APPROVAL.

171 BOUNDARY OF PROPOSED CONTRACTOR PARKING AREA. PLAN

SHALL BE SUBMITTED TO THE GDA FOR APPROVAL.

172 EXISTING DRIVE AND PARKING AREAS TO REMAIN OPEN

ACCESSIBLE DURING THE CONSTRUCTION PERIOD

173 BOUNDARY OF PROPOSED GROUND LEVEL CONSTRUCTION

OPERATIONS AREA FOR CRANE OPERATION, SCAFFOLDING

CONSTRUCTION AND GENERAL GROUND LEVEL CONSTRUCTION

OPERATIONS. INSTALL CONSTRUCTION BARRIERS AND OVERHEAD

PROTECTION TO MAINTAIN AND PROTECT SEPARATION.

CONSTRUCTION OPERATIONS AREA MUST MAINTAIN STAFF AND

BUILDING SERVICES ACCESS OPERATIONS.

175 EXISTING 2ND FLOOR ENCLOSED CONNECTOR AND GROUND

LEVEL OPEN AIR WALKWAY PATH BELOW TO BE MAINTAINED

DURING CONSTRUCTION. INSTALL CONSTRUCTION SAFETY

BARRIERS AND OVERHEAD PROTECTION TO MAINTAIN AND

PROTECT SEPARATION.

200 APPROXIMATE AREA OF SITE UTILITIES. FIELD VERIFY ALL UTILITY

LOCATIONS PRIOR TO WORK.

06/03/2022

Steven J. Birkley License # 11250 Exp 12/31/2023

W

2Q R

R

_P la ns -0

PROPOSED HAUL ROUTE. ROUTE TO

BE REVIEWED AND CONFIRMED WITH

GOVT PROJECT REPRESENTATIVE

PRIOR TO STARTING WORK.

PROJECT SITE BLDG 20620

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P

P R

\c a d d \R e v it \9

-S c ra p \T

O W

E R

S P

A C

E C

N T

R L -R a m a n d a .v ie u .r v t

/2

/2

:1

:0

P M

G-102

H A

U L R

O U

T E

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

S B

IR

K

L E

Y

E L E

W

IS

B

N /H

E A

P Y

J V

L W

O O

D A

R D

/0

/2

P N

O

CERTIFIED FINAL

A D

D T

O W

E R

S P

A C

E

Z H

T V

NTS1

BASE PLAN - HAUL ROUTE

06/03/2022

Steven J. Birkley License # 11250 Exp 12/31/2023

W

2Q R

R

_P la ns -0

UPDN

UPDN

LAB

9DA-20

TOILET

9DA-22

ELECTRIC

CLOSET

9CW-20

CORRIDOR

9CW-21

MECHANICAL

SHAFT

9CV-19

ELEVATOR

DB-20

STAIR

CV-22

BALCONY

9DD-26

CLOSET

9CU-26

BALCONY

9CT-18

LAB

10DA-20

TOILET

10DA-22

ELECTRIC

CLOSET

10CW-20

CORRIDOR

10CW-21

MECHANICAL

SHAFT

10CV-19

ELEVATOR

DB-20

STAIR

CV-22

BALCONY

10CT-18

BALCONY

10DD-26

SECURE SPACE

SECURE SPACE

BOUNDRY LEGEND

STC 45 PERIMETER

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P

P R

\c a d d \R e v it \9

-S c ra p \T

O W

E R

S P

A C

E C

N T

R L -R a m a n d a .v ie u .r v t

/2

/2

:1

:1

P M

G-103

S O

U N

D R

A T

IN

G

P L A

N S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

S B

IR

K

L E

Y

E L E

W

IS

B

N /H

E A

P Y

J V

L W

O O

D A

R D

/0

/2

P N

O

CERTIFIED FINAL

A D

D T

O W

E R

S P

A C

E

Z H

T V

1/4" = 1'-0"1

SOUND WALL PLAN - LEVEL 9

1/4" = 1'-0"2

SOUND WALL PLAN - LEVEL 10

A. CONTRACTOR SHALL HIRE A CERTIFIED ACOUSTICAL CONSULTANT TO

CONDUCT FIELD ELECTRONIC TESTING, EXCEPT WHERE SPECIFIC

EXCEPTION IS NOTED. EXISTING ALUMINUM WINDOW AND DOOR

ASSEMBLY ON NORTH AND SOUTH BOUNDRY OF LEVEL 10 ARE

EXCLUDED FROM SOUND TESTING AND SOUND GROUP COMPLIANCE.

MINIMUM NIC OF 40 SHALL BE ACHIEVED FOR SOUND GROUP 3 ROOMS.

SOUND GROUP 3 ROOMS:

LEVEL 9 LAB

LEVEL 10 LAB

SEE FLOOR PLAN FOR STC PERIMETER. PROVIDE COPY OF SOUND

TEST RESULTS TO GOVERNMENT FOR APPROVAL.

B. SEE FLOOR PLAN FOR SECURE SPACE AREA. FILL ALL OLD

ABANDONED UTILTIY OPENINGS IN EXISTING CONCRETE WALLS AND

FLOORS (ABOVE AND BELOW SPACE) WITH FULL DEPTH CONCRETE TO

MAINTAIN SOUND RATINGS.

C. SEAL ALL NEW FLOOR AND WALL PENETRATIONS (ABOVE AND BELOW

SPACE) TO MAINTAIN SOUND RATINGS.

GENERAL NOTES

0 4' 8' 16'

P L A

N N

O R

T H

P L A

N N

O R

T H

0 4' 8' 16'

06/03/2022

Steven J. Birkley License # 11250 Exp 12/31/2023

W

2Q R

R

_P la ns -0

35-GALLON GALVONIZED STEEL

CONTAINER FOR THE HYDROLIC

OIL FOR THE ELEVATOR

22 FLB

12 LB

1 HILB w/BB

3 NMT

4 FLB

2 LB

6 FLB

6 LB

1 HILB w/BB

ELECTRICAL

SWITCHGEAR

FIRE DOOR AND

ELEVATOR DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

YELLOW JOINT COMPOUND

ASSOCIATED WITH THE

BLUE/GREY BASE COVE

KEY:

FLB

LB

BLP

HILB w/BB

BB

NMT

ACM

FLUORESCENT LIGHT BULB

LIGHT BALLAST

LIGHT BALLAST PCB

HIGHT INTENSITY LIGHT BULB

w/BATTERY BACKUP

BATTERY BACKUP

NON-MERCURY THERMOSTAT

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P N

O

B

N /H

E A

P Y

J V d a y d a ta

\u s e rd a ta

\u s r\

C S

R o h re n \M y D o c s \2

-0

.0

-M

E P

-C e n tr a l_ c s ro h re n .r v t

/2

/2

:1

:2

A M

H-101

H A

Z A

R D

O U

S M

A T

E R

IA

L S

P L A

N

L E

V E

L

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

N L A

S H

L E

Y

J E

L L E

R

T S

E C

A R

Y

/0

/2

A D

D T

O W

E R

S P

A C

E

Z H

T V

CERTIFIED FINAL

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

LEVEL 1

N

GENERAL NOTES

A. THE FOLLOWING CATEGORY I/II NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 1 AND ARE ANTICIPATED TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• GASKETS (~12 SQUARE FEET)

• TRANSITE PANELS (~60 SQUARE FEET)

• YELLOW MASTIC ASSOCIATED WITH BLUE/GRAY COVE BASE (~25 SQUARE FEET)

• FIRE DOORS (2 EACH)

• WIRING INSULATION (~25 SQUARE FEET)

B. REMOVAL OF ACM MATERIAL WILL NEED TO COMPLY WITH OSHA AND WPAFB

STANDARD SPECIFICATION SECTIONS 01 35 43 (GENERAL ENVIRONMENTAL

PROTECTION REQUIREMENTS).

C. THE FOLLOWING HAZARDOUS MATERIALS WERE REPORTED TO BE PRESENT

WITHIN THE RENOVATION AREA LEVEL1:

• FLUORESCENT LAMPS (32 EACH)

• MOLD (250 SF DRYWALL DAMAGE; 100 LF DAMAGE TO PIPE INSULATION)

• NON-PCB BALLAST (14 EACH)

• PCB BALLAST (6 EACH)

• BATTERY BACK-UP (2 EACH)

• NON-MERCURY THERMOSTAT

• 35 GALLONS OF HYDRAULIC OIL

D. MOLD REMEDIATION SHOULD BE CONDUCTED IN ACCORDANCE WITH EPA 402-

K-01-001 “MOLD REDEDICATION IN SCHOOLS AND COMMERCIAL BUILDINGS”

DOCUMENT ISSUED SEPTEMBER 2008 AND OSHA IN 29 CFR 1910.134 INDIVIDUALS

WHO USE RESPIRATORS. IN THIS REPORT IT OUTLINES HOW TO REMEDIATE MOLD

IN A SCHOOL AND/OR COMMERCIAL BUILDING IF IT OCCURS IN AN OCCUPIED

STRUCTURE.

W

2Q R

R

_P la ns -0

FIRE DOOR AND

ELEVATOR DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

FIRE DOOR AND

ELEVATOR DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

KEY:

FLB

LB

BLP

HILB w/BB

BB

NMT

ACM

FLUORESCENT LIGHT BULB

LIGHT BALLAST

LIGHT BALLAST PCB

HIGHT INTENSITY LIGHT BULB

w/BATTERY BACKUP

BATTERY BACKUP

NON-MERCURY THERMOSTAT

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P N

O

B

N /H

E A

P Y

J V d a y d a ta

\u s e rd a ta

\u s r\

C S

R o h re n \M y D o c s \2

-0

.0

-M

E P

-C e n tr a l_ c s ro h re n .r v t

/2

/2

:1

:2

A M

H-102

H A

Z A

R D

O U

S M

A T

E R

IA

L S

P L A

N

L E

V E

L S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

N L A

S H

L E

Y

J E

L L E

R

T S

E C

A R

Y

/0

/2

A D

D T

O W

E R

S P

A C

E

Z H

T V

CERTIFIED FINAL

SCALE: 3/16" = 1'-0"

LEVEL 2

SCALE: 3/16" = 1'-0"

LEVEL 3

N

N

GENERAL NOTES

A. REMOVAL OF ACM MATERIAL WILL NEED TO COMPLY WITH OSHA AND WPAFB

STANDARD SPECIFICATION SECTIONS 01 35 43 (GENERAL ENVIRONMENTAL

PROTECTION REQUIREMENTS).

B. THE FOLLOWING CATEGORY II NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 2 AND ARE ANTICIPATE TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• WIRING INSULATION (~20 SQUARE FEET)

• FIRE DOOR (STAIRS AND ELEVATOR)

C. THE FOLLOWING CATEGORY NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 3 AND ARE ANTICIPATED TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• WIRING INSULATION (~20 SQUARE FEET)

• FIRE DOOR (STAIRS AND ELEVATOR)

W

2Q R

R

_P la ns -0

FIRE DOOR AND

ELEVATOR DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

FIRE DOOR AND

ELEVATOR DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

KEY:

FLB

LB

BLP

HILB w/BB

BB

NMT

ACM

FLUORESCENT LIGHT BULB

LIGHT BALLAST

LIGHT BALLAST PCB

HIGHT INTENSITY LIGHT BULB

w/BATTERY BACKUP

BATTERY BACKUP

NON-MERCURY THERMOSTAT

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P N

O

B

N /H

E A

P Y

J V d a y d a ta

\u s e rd a ta

\u s r\

C S

R o h re n \M y D o c s \2

-0

.0

-M

E P

-C e n tr a l_ c s ro h re n .r v t

/2

/2

:1

:2

A M

H-103

H A

Z A

R D

O U

S M

A T

E R

IA

L S

P L A

N

L E

V E

L S

-9

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

N L A

S H

L E

Y

J E

L L E

R

T S

E C

A R

Y

/0

/2

A D

D T

O W

E R

S P

A C

E

Z H

T V

CERTIFIED FINAL

SCALE: 1/4" = 1'-0"

LEVEL 5 THROUGH 9

SCALE: 1/4" = 1'-0"

LEVEL 4

N

N

GENERAL NOTES

A. REMOVAL OF ACM MATERIAL WILL NEED TO COMPLY WITH OSHA AND WPAFB

STANDARD SPECIFICATION SECTIONS 01 35 43 (GENERAL ENVIORNMENTAL

PROTECTION REQUIREMENTS).

B. THE FOLLWING CATEGORY II NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 4 AND ARE ANTICIPATE TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• WIRING INSULATION (~20 SQUARE FEET)

• FIRE DOOR (STAIRS AND ELEVATOR)

C. THE FOLLOWING CATEGORY NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 5 THROUGH LEVEL 9 AND ARE ANTICIPATED TO BE IMPACTED

OR DISTURBED AS A RESULT OF TIS PROJECT:

• WIRING INSULATION (~20 SQUARE FEET)

• FIRE DOOR (STAIRS AND ELEVATOR)

W

2Q R

R

_P la ns -0

FIRE DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

ELEVATOR DOOR

GASKETS ASSOCIATD WITH FLANGES AND VALVES

STARTS IN THE MECHANICAL ROOM AND RUNS

THROUGH THE MECHANICAL CHASE

MECH

10-5

ACM TAN MASTIC ASSOICATED WITH HVAC

SYSTEMS LOCATED ABOVE CEILING

5 FLB

3 LB

8 FLB

4 LB

1 BB

1 NMT

FIRE DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

ELEVATOR DOOR

GASKETS ASSOCIATD WITH FLANGES AND VALVES

STARTS IN THE MECHANICAL ROOM AND RUNS

THROUGH THE MECHANICAL CHASE

MECH

11-5

ACM TAN MASTIC ASSOICATED WITH HVAC SYSTEMS

AND TAN WRAP ASSOCIATED WITH REPAIRS ON THE

PIPING INSULATION LOCATED ABOVE CEILING

4 FLB

1 LB

16 FLB

4 LB

2 NMT

100 SQUARE FEET OF MOLD

DAMAGE TO THE DRYWALL

50 LINEAR FEET MOLD DAMAGE

TO PIPE INSULATION IN THE

BATHROOM

TLT

11-2

KEY:

FLB

LB

BLP

HILB w/BB

BB

NMT

ACM

FLUORESCENT LIGHT BULB

LIGHT BALLAST

LIGHT BALLAST PCB

HIGHT INTENSITY LIGHT BULB

w/BATTERY BACKUP

BATTERY BACKUP

NON~MERCURY THERMOSTAT

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P N

O

B

N /H

E A

P Y

J V d a y d a ta

\u s e rd a ta

\u s r\

C S

R o h re n \M y D o c s \2

-0

.0

-M

E P

-C e n tr a l_ c s ro h re n .r v t

/2

/2

:1

:2

A M

H-104

H A

Z A

R D

O U

S M

A T

E R

IA

L S

P L A

N

L E

V E

L S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

N L A

S H

L E

Y

J E

L L E

R

T S

E C

A R

Y

/0

/2

A D

D T

O W

E R

S P

A C

E

Z H

T V

CERTIFIED FINAL

SCALE: 1/4" = 1'-0"

LEVEL 10

SCALE: 1/4" = 1'-0"

LEVEL 11

N

N

A. THE FOLLOWING CATEGORY I/II NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 10 AND ARE ANTICIPATED TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• HVAC TAN MASTIC (~25 SQUARE FEET)

• WIRING INSULATION (~20 SQUARE FEET)

• FIRE DOOR (STAIRS AND ELEVATOR)

B. REMOVAL OF ACM MATERIAL WILL NEED TO COMPLY WITH OSHA AND WPAFB

STANDARD SPECIFICATION SECTIONS 01 35 43 (GENERAL ENVIRONMENTAL

PROTECTION REQUIREMENTS).

C. THE FOLLOWING HAZARDOUS MATERIALS WERE REPORTED TO BE PRESENT

WITHIN THE RENOVATION AREA LEVEL10:

• FLUORESCENT LAMPS (13 EACH)

• NON-PCB BALLAST (7 EACH)

• BATTERY BACKUP (1 EACH)

• NON-MERCURY THERMOSTAT (1 EACH)

D. THE FOLLOWING CATEGORY I/II NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 11 AND ARE ANTICIPATED TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• HVAC TAN MASTIC (~25 SQUARE FEET)

• WIRING INSULATION (~20 SQUARE FEET)

• FIRE DOOR (STAIRS AND ELEVATOR)

• TAN WRAP ASSOCIATED WITH PIPING INSULATION (~25 SQUARE FEET)

E. THE FOLLOWING HAZARDOUS MATERIALS WERE REPORTED TO BE PRESENT

WITHIN THE RENOVATION AREA LEVEL11:

• FLUORESCENT LAMPS (20 EACH)

• NON-PCB BALLAST (5 EACH)

• NON-MERCURY THEROSTAT (1 EACH)

• MOLD (100 SF DRYWALL DAMAGE; 50 LF DAMAGE TO PIPE INSULATION)

F. MOLD REMEDIATION SHOULD BE CONDUCTED IN ACCORDANCE WITH EPA 402-

K-01-001 “MOLD REDEDICATION IN SCHOOLS AND COMMERCIAL BUILDINGS”

DOCUMENT ISSUED SEPTEMBER 2008 AND OSHA IN 29 CFR 1910.134 INDIVIDUALS

WHO USE RESPIRATORS. IN THIS REPORT IT OUTLINES HOW TO REMEDIATE MOLD

IN A SCHOOL AND/OR COMMERCIAL BUILDING IF IT OCCURS IN AN OCCUPIED

STRUCTURE.

GENERAL NOTES

W

2Q R

R

_P la ns -0

FIRE DOOR

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

ELEVATOR DOOR

GASKETS ASSOCIATD WITH FLANGES AND VALVES

STARTS IN THE MECHANICAL ROOM AND RUNS

THROUGH THE MECHANICAL CHASE

MECH

12-5

ACM TAN MASTIC ASSOICATED WITH HVAC SYSTEMS

AND TAN WRAP ASSOCIATED WITH REPAIRS ON THE

PIPING INSULATION LOCATED ABOVE CEILING

2 FLB

1 LB

8 FLB

4 LB

4 NMT

150 SQUARE FEET OF MOLD

DAMAGE TO THE DRYWALL

50 LINEAR FEET MOLD DAMAGE

TO PIPE INSULATION IN THE

BATHROOM

TLT

12-2

KEY:

FLB

LB

BLP

HILB w/BB

BB

NMT

ACM

FLUORESCENT LIGHT BULB

LIGHT BALLAST

LIGHT BALLAST PCB

HIGHT INTENSITY LIGHT BULB

w/BATTERY BACKUP

BATTERY BACKUP

NON-MERCURY THERMOSTAT

BUS BOX RUNS

LENGTH OF

BUILDING TO THE

12TH FLOOR

GASKETS ASSOCIATD WITH FLANGES AND VALVES

STARTS IN THE MECHANICAL ROOM AND RUNS

THROUGH THE MECHANICAL CHASE

MECH

13-5

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P N

O

B

N /H

E A

P Y

J V d a y d a ta

\u s e rd a ta

\u s r\

C S

R o h re n \M y D o c s \2

-0

.0

-M

E P

-C e n tr a l_ c s ro h re n .r v t

/2

/2

:1

:2

A M

H-105

H A

Z A

R D

O U

S M

A T

E R

IA

L S

P L A

N

L E

V E

L

A

N D

R O

O F

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

B U

R G

E S

S

N

IP

L E

V

IN

E

S T

S

U

IT

E

C

IN

C

IN

N

A T

I, O

H

N L A

S H

L E

Y

J E

L L E

R

T S

E C

A R

Y

/0

/2

A D

D T

O W

E R

S P

A C

E

Z H

T V

CERTIFIED FINAL

SCALE: 1/4" = 1'-0"

LEVEL 12

N

A. THE FOLLOWING CATEGORY I/II NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 12 AND ARE ANTICIPATED TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• HVAC TAN MASTIC (~25 SQUARE FEET)

• WIRING INSULATION (~20 SQUARE FEET)

• FIRE DOOR (STAIRS AND ELEVATOR)

• TAN WRAP ASSOCIATED WITH PIPING INSULATION (-25 SQUARE FEET)

• GSKETS (~6 SQUARE FEET)

B. REMOVAL OF ACM MATERIAL WILL NEED TO COMPLY WITH OSHA AND WPAFB

STANDARD SPECIFICATION SECTIONS 01 35 43 (GENERAL ENVIRONMENTAL

PROTECTION REQUIREMENTS).

C. THE FOLLOWING HAZARDOUS MATERIALS WERE REPORTED TO BE PRESENT

WITHIN THE RENOVATION AREA LEVEL 12:

• FLUORESCENT LAMPS (10 EACH)

• NON-PCB BALLAST (5 EACH)

• NON-MERCURY THERMOSTAT (4 EACH)

• MOLD (150 SF DRYWALL DAMAGE; 50 LF DAMAGE TO PIPE INSULATION)

D. THE FOLLOWING CATEGORY I/II NON-FRIABLE ACM WERE DETERMINED WITHIN THE

CONFINES OF LEVEL 12 AND ARE ANTICIPATED TO BE IMPACTED OR DISTURBED AS

A RESULT OF THIS PROJECT:

• WIREING INSULATION (~20 SQUARE FEET)

• GASKETS (~6 SQUARE FEET)

E. MOLD REMEDIATION SHOULD BE CONDUCTED IN ACCORDANCE WITH EPA 402-

K-01-001 “MOLD REDEDICATION IN SCHOOLS AND COMMERCIAL BUILDINGS”

DOCUMENT ISSUED SEPTEMBER 2008 AND OSHA IN 29 CFR 1910.134 INDIVIDUALS

WHO USE RESPIRATORS. IN THIS REPORT IT OUTLINES HOW TO REMEDIATE MOLD

IN A SCHOOL AND/OR COMMERCIAL BUILDING IF IT OCCURS IN AN OCCUPIED

STRUCTURE.

GENERAL NOTES

SCALE: 1/4" = 1'-0"

ROOF LEVEL

N

W

2Q R

R

_P la ns -0

A. CODES…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .