Revised Drawings - (Attach 2).pdf

PDF 11 MB Posted Aug 31, 2020

Attached to: DBEH 19-1536 Repair SWSA Operations Center Federal contract opportunity
Solicitation number: FA252120B0021
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document includes a federal contract opportunity solicitation for repair work on an operations center building. The solicitation is for repair of a 4,305 square foot Strategic Weapons Systems Ashore Operations Center to upgrade interior spaces and infrastructure systems including HVAC and fire alarm. The work is to be performed for the 45th Space Wing at Cape Canaveral Space Force Station in Florida. The solicitation is set aside for women-owned small businesses only and has an anticipated value between $1 million to $5 million. The Department of the Air Force Space Command is the contracting agency and the contract duration will be 180 days from notice to proceed.

View the file

Other files for this federal contract opportunity

Other files attached to DBEH 19-1536 Repair SWSA Operations Center, newest first.
File	Type	Posted
Bid Abstract - 20B0021.pdf	PDF	Sep 23, 2020
WD FL20200001 (04Sep2020).pdf	PDF	Sep 10, 2020
Solicitation Amendment FA252120B00210002 SF 30.pdf	PDF	Sep 10, 2020
20B0021_QandAs.pdf	PDF	Sep 10, 2020
site visit Attendance.doc	DOC document	Aug 31, 2020
Added-Deleted Sections and Subparts of Revised Specifications.pdf	PDF	Aug 31, 2020
Revised Specs v2 - (Attach 1).pdf	PDF	Aug 31, 2020
Solicitation Amendment FA252120B00210001 SF 30 (3).pdf	PDF	Aug 31, 2020
Attach_6_DB_WD_FL20200001_14Aug2020.pdf	PDF	Aug 19, 2020
Attach_4_ CECC_Form_3052.xls	XLS spreadsheet	Aug 19, 2020
Attach_7_45_SFS_Badge_Request_Form.pdf	PDF	Aug 19, 2020
Attach_5_GPP_Forms.pdf	PDF	Aug 19, 2020
Solicitation - FA252120B0021 (1).pdf	PDF	Aug 19, 2020
Attach_1_Tech_Specifications.pdf	PDF	Aug 19, 2020
Attach_2_Drawings.pdf	PDF	Aug 19, 2020
Attach_3__Questions_Template.docx	DOCX document	Aug 19, 2020

Show all 16

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

STATE RD 401

SKID STRIP

B A

N A

I V

E R

B A

N A

E R

A T

L A

N T

I C O

C E

A N

A T L

A N

E A

PORT CANAVERAL

CCAFS

INDUSTRIAL AREA

KENNEDY SPACE CENTER

INDUSTRIAL AREA

SOUTH GATE

PASS & ID

CAPE CANAVERAL

AIR FORCE

STATION

67750

38200

75251

70510

34705

69800

70000

01115

01063

33000

38835

01348

05501

01385

70580

05401

55820

08801

10905

07000

70659

34715

85125

27220

62615

62700

21934

15730

10751

13122

18800

55810

62637

36001

43407

01118

56940

90302

56620

70653

28402

07803

45601

01777

01062

73700

70503

47109

62630

55895

77800

57512

63000

43400

08605

55855

38315

36009

62820

52003

01366

70451

38800

62980 62960

62610

62990

88900

03100

70650

51900

57511

57105

74100

01360

33007

07001

01428

15507

70540

50803

90329

38804

40906

67901

90326

90327

67400

18705

28501

56944

90328

85200

69805

01069

56921

50801

01064

01047

35420

43302

08803

01117

81550

05912

07800

73720

68220

33006

13112

33002

79150

59930

56632

67900

10911

44200

61900

80540

01061

38805

20185

01050B

05951

90305

05403

55871

88925

34706

17766

67210

10700B

01040C

01381

55893

70512

55865

01361

62720

55815

55840

34724

13010

47105

73020

05550

41111

41109

07007

17768

62735

17702

88940

17703

52001

01068

62640

80520

28401

01061

01042

44205

04100

88911

72650

70535

13125

80505

01066

72810

47104

61820

73701

15820

02841

72910

66505

40431

01102

04140

24401

01207A

18806

01044

24450

01663

56949

92021

47118

77610

05502

78150

74600

74602

74601

41113

17781

01664

61830

36004

38201

01532

62708

70663

77200

07200

17756

47120

99999

27206

01046

99999

67740

28420

21805

99999

85201

50166

17790

99999

21935

70520

90418

72709

47137

72665

70011

47110

72680

70012

47115

28425

61875

99999

90518

55829

51906

77602

02805

47111

70499

01052

72708

72702

72703

77611

34500

50211

90313

01246

01244

01245

03113

92020

28414

59925

01221

41110

47127

55850

18008

85202

56618

28422

90534

41303

44210

01307

67500

33012

17770

72701

56636

01048

24404

92019

38801

56928

70018

77350

55826

80700J

28502

01346

01247

17705

06011

80700K

51912

72707

01207G

01051

28411

90516

01243

05959

38833

34702

01241

63803

63804

41302

45602

85306 85307

01260

56939

17704

38804

51903

56638

28409

89002

69801

24405

70557

51915

32911

28403

05914

90400

85625

38814

05504

9999999999999999999999999

36665

28504

07805

70662

70558

38808

38105

13114

47138

10831

20299

99999

92005

24448

54715

15832

36003

56616

43311

92007

28413

03104

99999

28415

99999

22010

56926

75265

38316

36002

88931

38810

56930

33015

56621

17754

67916

56617

55851

66510

90314

43313

85402

70013

99999

56624

70507

88913

81565

63806

81551

24451

99999

10907

85128

07700

10915

07003

43408

25324

24445

08806

M7-1098

47108

05414

20187

01039

03114

21803

01116

78710

85203

41107

41108

99999

01040A

28421

17752 17753

17755

15603 15603

24403

62707

56948

01050A

17773

15541

34716

01207H

70017

15641

90320

70526

01400

72700

07202

63805

03110

70528

99999

05952

55837

85308

52002

56020

99999

92016

99999

01207M

99999

72706

99999

70658

41301

73706

47102

01240

27212

04120

21915

28423

62633

47131

47132

17706

08807

02826

01207J

57515

01215

80700A

99999

01248

69804

18413

15303

01207F

18408

01242

99999

07006

03112

32347

56629

M7-1150

99999

51908

79090

79180

70021

05961

50210

99999

38202

60000

15309

90530

99999

01055

99999

23604

33014

08809

99999

79125

55894558945589455894

18412

62865

07705

99999

88933

01207E

99999

75250

07850

50225

08610

03106

88941

99999

79103

56625

03109

07701

07848

99999

38830

41905

99999

42911

99999

08814

99999

05603

03102

99999

50216

99999

38807

15611

47150

02842

28404

12905

15610

15608

15609

08602

70586

99999

55817

28407

62701

99999

22005

99999

85628

99999

28408

15305

99999

85309

99999

85702

47117

77608

03122

13128

99999

60688

99999

88932

41306

90312

07702

55842

90300

99999

50702

46711

99999

47140

91921

22100

56623

40432

99999

18803

03135

21803

72711

70534

03117

99999

24606

99999

41500

00216

03118

90525

99999

42949

34725

99999

16901

9999999999999999999999999

77630

40602

99999

34707

41307

M7-1098A

02810

74710

85630

99999

15304

999999999999999

66250

01726

60680

01704

01728

01725

01641

50012

01744

01721

60530

01739

01731

01645

66330

60550

44600

01733

60650

49635

01748

54915

44410

49639

01724

54800

60705

55005

66310

49750

01726

54815

01740

01635

44625

55010

54850

60510

01722

66220

49816

44645

66336

60748

39762

49835

44401

60709

60505

54820

66242

01625

49536

55000

55001

49800

54928

60600

66232

60501

44700

54938

54805

66249

44603

66240

60640

60740

01723

44440

66340

54731

54732

66320

60408

44633

99999

49641

54733

66221

49760

44635

01794

55073

44500

44652

01646

01734

60540

54730

60425

55040

60306

60305

66251

60535

54905

60723

60302

01637

60719

49637

66200

60683

54939

60630

55071

49645

60303

44524

60533

54926

49535

49735

60500

99999 99999 99999 99999 99999

54935

54927

66266

99999 99999 99999 99999 99999

60534

55045

99999

99999 99999 99999 99999

66259

55065

44606

44501

44547

99999 99999 99999 99999 99999

54816

99999 99999 99999 99999

49505

60541

60629

99999 99999 99999 99999 99999

66212

44638

54811

99999 99999 99999 99999 99999

44638 44638 44638 44638

99999 99999 99999 99999 99999

55041

99999 99999 99999 99999 99999

66257

99999

99999 99999 99999 99999 99999

54739

99999 99999 99999 99999 99999

54814

44537

99999 99999 99999 99999 99999

99999 99999

60537

54812

44648 44648 44648 44648 44648

99999 99999 99999 99999 99999

99999 99999 99999

54945

60687

99999 99999 99999 99999 99999

99999 99999 99999

99999 99999 99999 99999 99999

44654

44615

99999 99999 99999 99999 99999

49638

99999 99999 99999 99999 99999

STATE RD 401 B

R D

PATROL RD S

H O

U N

D D

O G

C L

M A

C A

R D

S P

E S

T R

S A

M U

E L C

P H

P K

W Y

LIGHTHOUSE RD

S K

Y B

O L

T R

BUMPER RD

PIE

R R

FSA 5 RD

MISSION CONTROL RD

FLIG

HT CO

NTRO

L R

B M

R D

LIGHTHOUSE RD

H T H

O U

S E R

BSERVATIO

N RD

CAM

ERA RD ALPHA

CONTROL TOW

ER RD

ERA RD BRAVO

R D

CENTRAL C

NTRO

L RD

A R

M O

R Y R

A Z U

S A R

S K

I D S

T R

I P R

D E

M E

R C

U R

Y G

E M

I R

CENTRAL C

NTRO

L RD

S A

M U

E L

INDUSTRY RD

H A N

G A

R R

TITAN III RD

NASA CSW

Y E

TITA

III R

L O

O P

R D

TEST RD

M R

F R

E E

D O

B E

A C

H R

PATROL RD

S A

M U

E L

C P

S P

K W

A N

R D

CENTAUR RD

ROCKET RD

PIE

R R

HEAVY L

AUNCH R

FLIGHT CONTROL RD

PIE

R R

OLD

SPIN TEST

FACILITY

MSA #5

CAMERA

PAD #21

SR 528 BEACHLINE

SR A1A TO COCOA BEACH

FSA #1

P H

P K

W Y

HGR

LIGHT

HOUSE

PROJECT LOCATION

DBEH 19-1536

BLDG B51900

SHEET

IDENTIFICATION

1 2 3 4 5

H S

P A

C E

G C

C A

F S

C O

N T

R A

C T

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

D E

E R

Y O

R D

E R

N O

K D

B Y x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

T R

A C

E S

T E

C H

A L R

A N

G E

A R

C H

C T

U R

A L E

N G

E R

S E

R V

A A rh o d e s b ri to

R E

N O

V A

T E

S W

S A

B L

D G

B L

O C

K H

O U

S E

O N

S T

R U

C T

D O

C U

M E

N T

G-001

C O

V E

R S

H E

E T

D B

E H

G G

-0

F A

M a y

F A

G M

C h e c k e r

DBEH 19 1536

RENOVATE SWSA BLDG 51900 (BLOCK HOUSE)

CONSTRUCTION DOCUMENTS

1 : 24000G-001

A1 LOCATION PLAN

ASBESTOS

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

SHEET

IDENTIFICATION

1 2 3 4 5

C O

N T

R A

C T

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

D E

E R

Y O

R D

E R

N O

K D

B Y x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

T R

A C

E S

T E

C H

A L R

A N

G E

A R

C H

C T

U R

A L E

N G

E R

S E

R V

A A rh o d e s b ri

H S

P A

C E

G C

C A

F S

R E

N O

V A

T E

S W

S A

B L

D G

B L

O C

K H

O U

S E

O N

S T

R U

C T

D O

C U

M E

N T

G-002

S H

E E

T I N

D E

D B

E H

G -0

F A

M a y

F A

G M

R R

C h e c k e r

ARCHITECTURAL

1 AD-101 DEMOLITION PLAN

1 A-101 FLOOR PLAN / ENLARGED PLAN / TOILET ACCESSORIES

1 A-121 REFLECTED CEILING PLAN / DETAILS / SIGNAGE

1 A-541 SECTION DETAILS / MILLWORK DETAIL

1 A-601 DOOR SCHEDULES

1 A-602 ROOM FINISH SCHEDULE AND DETAILS

GENERAL

Current Revision

Sheet Number Sheet Name

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 PROJECT DATA

1 G-004 STRUCTURAL CALCS & NOTES, TYPICAL DETAILS

G-101 LIFE SAFETY PLAN

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND AND

ABBREVIATIONS

E-002 TEMPORARY POWER CONFIGURATION PLAN

1 ED-100 ELECTRICAL DEMOLITION PLAN

E-101 ELECTRICAL SITE PLAN

1 E-102 EQUIPMENT PLAN

E-103 RECEPTACLE PLAN

E-201 LIGHTING PLAN

E-601 TEMPORARY CONFIGURATION SINGLE-LINE DIAGRAM

E-602 FINAL CONFIGURATION SINGLE-LINE DIAGRAM

E-701 PANEL SCHEDULES I

E-702 PANEL SCHEDULES II

PLUMBING

P-001 PLUMBING GENERAL NOTES

1 PD-101 PLUMBING - GRAVITY DEMOLITION PLAN

1 PD-102 PLUMBING - PRESSURE DEMO PLAN

1 P-103 PLUMBING - GRAVITY NEW PLAN

1 P-104 PLUMBING - PRESSURE NEW PLAN

P-501 PLUMBING DETAILS

1 P-701 PLUMBING SCHEDULES

1 P-901 PLUMBING GRAVITY ISOMETRIC

1 P-902 PLUMBING PRESSURE ISOMETRIC

MECHANICAL

M-001 MECHANICAL GENERAL NOTES

M-002 MECHANICAL ABBREVIATIONS

M-003 MECHANICAL LEGEND

1 MD-101 MECHANICAL DEMOLITION PLAN

1 M-102 MECHANICAL INSTALLATION PLAN

1 M-103 CONDENSATE PIPING PLAN

1 M-104 OUTSIDE AIR DUCT/VENTILATION PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 CONTROLS DIAGRAM & SEQUENCE OF OPERATIONS

M-701 HVAC SCHEDULE

FIRE ALARM

FA-001 FIRE ALARM GENERAL NOTES, LEGEND AND

ABBREVIATIONS

1 FAD-101 FIRE ALARM DEMOLITION PLAN

FA-102 FIRE ALARM PLAN

FA-103 FIRE ALARM UNDERFLOOR PLAN

FA-601 FIRE ALARM SINGLE-LINE DIAGRAM

CIVIL

C-001 CIVIL GENERAL NOTES I

C-002 CIVIL GENERAL NOTES II

C-003 CIVIL ABBREVIATIONS & LEGENDS

1 CD-101 EXISTING CONDITIONS AND DEMOLITION PLAN

1 C-102 CIVIL SITE PLAN

C-501 CIVIL DETAILS I

1 C-502 CIVIL DETAILS II

ENVIRONMENTAL

ENV-001 ENVIRONMENTAL GENERAL NOTES AND ABBREVIATIONS

ENV-101 HAZARDOUS MATERIALS PLAN

LOW VOLTAGE

T-001 COMM GENERAL NOTES, LEGEND AND ABBREVIATIONS

1 TD-101 COMMUNICATIONS DEMOLITION PLAN

T-102 COMMUNICATIONS PLAN

MARK DESCRIPTION DATE APPR

DRAWING ABBREVIATIONS DRAWING NOMENCLATURE

NUMBERING SYSTEM:

AD-101

DISCIPLINE:

C - CIVIL

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

SERIES NUMBER

SHEET NUMBER WITHIN

SERIES

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

A LABELCLASS A DOOR

A/C AIR CONDITION

A/C UNITAIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNLACCESS 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

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL TREATMENT

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

B LABELCLASS 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 LABELCLASS 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 HT CEILING 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

COORD COORDINATE

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 LABELCLASS 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

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE 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 FLR FINISH 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 FURNISHED

INSTALLED BY GOVERNMENT

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 REDUCTION COEFFICIENT

NTS NOT TO SCALE

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

RP REFERENCE POINT

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

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

SS 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

U --------------------

UON UNLESS OTHERWISE NOTED

UNO UNLESS NOTED OTHERWISE

V --------------------

VOC VOLITILE ORGANIC COMPOUND

W --------------------

W/ WITH

WD WOOD

W/O WITHOUT

WO WHERE OCCURS

X --------------------

XPS EXTRUDED POLYSTYRENE BOARD

LEGEND

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GRID / COLUMN

LINE

DESIGNATOR

DOOR NUMBER

INTERIOR ELEVATION

WALL TYPE

WINDOW TYPE

A101

SIM

SECTION

Room name

101 ROOM NAME/NUMBER

A101

Ref

A101

Ref

EXTERIOR ELEVATION

1 REVISION TAG

A-101

SIM

PLAN, BLOW-UP

DETAIL

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

SPOT ELEVATION

Name

Elevation

FLOOR LEVEL & NAME

PAGE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PAGE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PAGE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PAGE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

EGRESS ROUTE ID

AND SECTION

LENGTH

2 HR FIRE

FIRE RATED WALL SYMBOLS:

SHEET KEYNOTE

Room

Rm_Occupancy

150 SF

EGRESS :Egress_ID

Egress_Length

ROOM OCCUPANCY

& AREA

DIMENSIONING

GENERAL DIMENSIONING NOTES:

1. WHEN A ROOM/BUILDING/OBJECT CENTERLINE IS INDICATED, ONLY ONE

SIDE OF ELEMENT MAY BE DIMENSIONED

2. DOOR LOCATION:

DOORS ARE LOCATED BY ONE OF THE FOLLOWING:

A. ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE

INSULATION

GENERAL NOTES

GENERAL REMOVAL & INSTALLATION NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND

SPECIFICATIONS; FOR PURPOSES OF CLARIFICATION THE WORD 'PROVIDE' MEANS

PROVIDE AND INSTALL UNLESS NOTED OTHERWISE.

2. CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID DAMAGE TO EXISTING ITEMS

INTENDED TO BE REMOVED, RE-USED, OR RECYCLED.

3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL

AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE

PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

4. ALL REFERENCES TO MANUFACTURER NAMES ARE FOR IDENTIFICATION ONLY; THE

REFERENCES ARE NOT INTENDED TO LIMIT SELECTION OF SIMILAR ITEMS FROM OTHER

MANUFACTURERS WITH APPROVAL OF CONTRACTING OFFICER.

5. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION ON FINISHES AND MATERIALS.

6. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE

INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING,

SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE

THE WORK.

7. WHERE REQUIRED, ALL NEW STEEL STRUCTURAL MEMBERS SHALL BE ASTM A36.

8. WHERE REQUIRED AND NOT OTHERWISE SPECIFIED, ALL WELDING SHALL BE DONE BY

AWS CERTIFIED WELDERS.

9. ALL CONSTRUCTION REQUIREMENTS INCLUDING ENVIRONMENTAL ASBESTOS AND

HEAVY METAL DEMOLITION SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

10. AFTER COMPLETION OF CONSTRUCTION WORK, ALL WORK AREAS SHALL BE LEFT

CLEAN AND FREE OF ANY EXTRANEOUS JOINT COMPOUND, PLASTER, STUCCO, PAINT

SMEARS OR SPLATTERS AND STAINS.

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO

BE PERFORMED IN FINISHED/OCCUPIED SPACES TO PREVENT DAMAGE TO ADJACENT

AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING

OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS,

AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO

PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING

OCCUPANTS FURNISHINGS OR EQUIPMENT. CONTRACTOR SHALL PROVIDE

METHOD/CONSTRUCTION OF DUST CONTROL/BARRIER TO THE CONTRACTING OFFICER

FOR APPROVAL PRIOR TO START OF DEMO WORK.

12. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY

HIMSELF OR HIS EMPLOYEES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL

CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL ITS WORK.

DISSIMILAR METALS:

CONTRACTOR SHALL PROVIDE ADEQUATE SEPARATION OF DISSIMILAR METALS

BY APPROPRIATE MEANS, SUCH AS 15# SEPARATION FELT AND ASPHALTIC

TAPE OR ASPHALTIC PAINT AS REQUIRED.

ALL CONNECTORS, FASTENERS, BOLTS, ETC., SHALL BE SELECTED IN ORDER

TO PREVENT OR MINIMIZE ANY GALVANIC REACTION BETWEEN DISSIMILAR

METALS. AND UNLESS OTHERWISE NOTED PROVIDE STAINLESS STEEL.

SEQUENCING OF WORK:

1. CLIN 0001 BASE BID - PRICE FOR THE ENTIRE WORK, COMPLETE WITH

SITE MODIFICATION WORK, IN ACCORDANCE WITH THE DRAWINGS AND

SPECIFICATIONS, BUT EXCLUDING WORK DESCRIBED IN CONTRACT LINE

ITEMS (CLIN 0002, 0003, AND 0004.)

2. CLIN 0002 OPTION – PRICE INCLUDES THE FOLLOWING: PRICE FOR

PROVIDING ALL WORK IN CONNECTIONS WITH NEW ELECTRIC SERVICE

LINE FROM EXISTING TRANSFORMER TO WEST END OF FACILITY,

COMPLETE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

3. CLIN 0003 OPTION – PRICE INCLUDES THE FOLLOWING: PRICE FOR

PROVIDING ALL WORK IN CONNECTIONS WITH EXISTING UTILITY TRENCH

MODIFICATION, COMPLETE IN ACCORDANCE WITH THE DRAWINGS AND

SPECIFICATIONS.

4. CLIN 0004 OPTION – PRICE INCLUDES THE FOLLOWING: PRICE FOR

PROVIDING ALL WORK IN CONNECTIONS WITH EXISTING BLAST DOOR

REMOVAL AT WEST END OF FACILITY AND INSTALLATION OF NEW

EXTERIOR WALL & EXIT DOOR, COMPLETE IN ACCORDANCE WITH THE

DRAWINGS AND SPECIFICATIONS.

B. AS DIMENSIONED

3. PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE

DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN

ACCORDINGLY ON LARGER SCALE DRAWINGS.

4. PARTITIONS WITH FINISH FACE FLUSH WITH FINISH FACE OF COLUMN

WILL NOT BE DRAWN ON SMALL SCALE PLANS BUT WILL BE DRAWN

ACCORDINGLY ON LARGER SCALE DRAWINGS.

5. PARTITIONS CENTERED ON COLUMNS OR GRID LINES WILL NOT BE

DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN

ACCORDINGLY ON LARGER SCALE DRAWINGS.

6. PARTITIONS ARE DIMENSIONED TO FACE OF STUDS, FACE OF CMU AND

FACE OF BLOCK UNLESS INDICATED OTHERWISE

7. DIMENSIONS ARE INDICATED ON DRAWINGS. DO NOT SCALE DRAWINGS

4" TYP,

UNO DOOR

PARTITION

COLUMN CENTERLINE

PARTITION

COLUMN CENTERLINE

PARTITION

COLUMN CENTERLINE

PARTITION

EXISTING

STRUCTURAL

GRID LINE

CLINS

CONTRACTOR SHALL SEQUENCE DEMO AND NEW WORK TO FULLY COMPLETE

ALL REQUIRED CONSTRUCTION WORK. PHASED CONSTRUCTION IS

ACCEPTABLE WHERE APPROVED BY THE CONTRACTING OFFICER.

CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF NEW AND EXISTING

ASSEMBLIES AGAINST INCLEMENT WEATHER AND CONTRUCTION DAMAGE.

NOTE: ALL DIMENSIONS TO

CENTER LINE OF DEVICES.

SEE PLANS FOR SPECIFIC

LOCATIONS.

T O

P O

F F

.E .C

SCHED. DOOR HARDWARE

AUDIBLE/VISIBLE STROBE

THERMOSTAT LOCATION (DO NOT LOCATE

DIRECTLY ABOVE DIMMERS ) LOCATION FOR:

LIGHT SWITCH, DIMMERS, EGRESS BUTTON,

CARD READER, (ETC.) CLUSTER - SEE PLAN FOR

QUANTITY OF EACH CLUSTER USE GANG-TYPE

COVER PLATES FOR MORE THAN ONE DEVICE

OF THE SAME TYPE

DOOR FRAMEFIRE EXTINGUISHER AND

/OR HOSE CABINET

4" MIN

THERMOSTAT & SINGLE POLE

SWITCH WITH 1" BETWEEN

OUTLETS

5 1/2"

TYPICAL MOUNTING HEIGHTS

SHEET

IDENTIFICATION

1 2 3 4 5

C O

N T

R A

C T

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

D E

E R

Y O

R D

E R

N O

K D

B Y x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

T R

A C

E S

T E

C H

A L R

A N

G E

A R

C H

C T

U R

A L E

N G

E R

S E

R V

A A rh o d e s b ri

H S

P A

C E

G C

C A

F S

A s i n d ic a te d

R E

N O

V A

T E

S W

S A

B L

D G

B L

O C

K H

O U

S E

O N

S T

R U

C T

D O

C U

M E

N T

G-003

P R

O J E

C T

D A

T A

D B

E H

G G

-0

F A

M a y

F A

G M

D W

WIND PRESSURE (PSF) SCHEDULE FOR

COMPONENTS AND CLADDING (LFRD)

NEG

100 SF AREA

50 SF AREA

10 SF AREA

WALLROOF

NEG

- 58.9

- 69.6

- 54.2

POSPOS

- 48.9

- 56.5

- 51.2

- 61.9

- 95.7

TRIBUTARY AREA

- 52.2

- 57.0

- 53.7

ZONE

44.5

- 72.0

52.2

46.8

20 SF AREA - 65.0- 54.2- 85.5- 55.6 49.8

4.8 FTA =

- 61.9

- 144.0

- 86.6

- 119.3

44.5

52.2

46.8

49.8

WIND PRESSURES ARE BASED ON:

A. ULTIMATE WIND SPEED, V ULT = 146 MPH (3-SECOND GUST)

B. NOMINAL WIND SPEED, V ASD = 113 MPH (3-SECOND GUST)

C. BUILDING RISK CATEGORY = II

D. BUILDING EXPOSURE = D (ALL DIRECTIONS)

E. BUILDING ENCLOSURE = ENCLOSED

F. COMPUTED PER ASCE 7-16

DESIGN WIND PRESSURE SHOWN ARE IN "PSF" AND TO BE USED WITH STRENGTH (LFRD)

DESIGN. VALUES MAY BE MULTIPLIED BY 0.6 FOR THE USE WITH ALLOWABLE STRESS DESIGN

(ASD).

SEE SCHEDULE FOR PRESSURES. ALL ZONE 2 AREAS ARE SHADED.

ROOFING SHALL BE SELECTED AND FASTENED BASED ON THE INDICATED PRESSURES AND

SPECIFICATIONS.

FOR DIMENSIONS "A" SEE ON THIS PLAN.

DESIGN COMPONENTS AND CLADDING FOR PRESSURES THAT PRODUCE THE MOST SEVERE

CONDITIONS.

WIND PRESSURE NOTES

WALLSROOF

1 2 3 4 5 4 5

3 1

EXISTING

SLAB

NEW 15 MIL (MIN.) VAPOR

BARRIER LAP UNDER

EXISTING SLAB

COMPACT FILL TYP

2'-0" LONG #5 DOWELS @

24" O.C. EPOXY INTO

EXIST. SLAB AND MID-DEPTH

NEW CONCRETE SLAB TO

MATCH THICKNESS W/ 1 LAYER

6x6 W2.9xW2.9 WWR

AS REQ'D TO INSTALL UTILITY

3'-6" (MIN)

NOTES:

1. VERIFY EXISTING CONDITIONS AND LOCATE EXISTING REINFORCEMENT SHOWN PRIOR

TO CONCRETE DEMOLITION.

2. PENETRATIONS SHALL BE A MINIMUM OF 3'-6" APART HORIZONTALLY FROM WALL

CORNERS, DOORS, AND OTHER WALL OPENINGS.

EXISTING STEEL PLATE LINED

CONCRETE ROOF. DO NOT

DISTURB.

CORE DRILL 10"∅ (MAX)OPENING IN

EXISTING CONCRETE WALL.

VARIES

1'-6" TO 2'-0"

DEMOLITION OF (1) REINFORCING BAR

ON EACH FACE AND EACH WAY, ALONG

WITH (1) #4 VERTICAL BAR IN CENTER OF

WALL, IS ACCEPTABLE. DO NOT DAMAGE

ADDITIONAL EXISTING REINFORCEMENT.

EXISTING SLAB

#5 AT 8" OC, EW, EACH FACE

EXISTING #4 AT 16" OC, EW,

CENTERED IN WALL

#2 TIES AT 32" OC VERTICALLY,

16" OC HORIZONTALLY, STAGGERED

ALONG

WALL

EXISTING CONCRETE

WALL

2" CLR, MIN, TYP

NOTES:

1. VERIFY EXISTING CONDITIONS AND LOCATE EXISTING REINFORCEMENT

SHOWN PRIOR TO CONCRETE DEMOLITION.

2. PENETRATIONS SHALL BE A MINIMUM OF 2'-0" APART HORIZONTALLY

FROM A CORNER, DOOR, DISCONTINUOUS EDGE, OR OTHER WALL

OPENINGS.

2'-0" (MIN)

EXISTING #4 AT 20" HORIZ, EACH FACE,

STAGGERED

EXISTING #4 AT 15" VERT

EXISTING CONCRETE WALL

EXISTING #4 AT 25" VERT

INTERIOR EXTERIOR

SAW-CUT 12"x12" (MAX) OPENING IN

EXISTING CONCRETE WALL.

VERIFY CONTINUOUS HORIZONTAL

REINFORCEMENT ABOVE OPENING

DO NOT DAMAGE EXISTING VERTICAL

REINFORCEMENT, EACH FACE

DEMOLITION OF (1) HORIZONTAL

REINFORCING BAR ON INTERIOR FACE IS

ACCEPTABLE. DO NOT DAMAGE ANY

OTHER EXISTING REINFORCEMENT.

DRILL OUT DEMOLISHED

REINFORCEMENT 1" AND FILL WITH

JOINT SEALANT.

2" CLR, MIN, TYP

TYPICAL INTERIOR WALL PENETRATION

N.T.S

8-INCH EXTERIOR WALL PENETRATION

N.T.S

3. CONTRACTOR SHALL SEAL/PATCH PERIMETER OF PENRTATIONS TO THE SAME

LEVEL FINISH AS IS REQUIRED FOR NEW CONSTRUCTION.

3. CONTRACTOR SHALL SEAL/PATCH PERIMETER OF PENRTATIONS TO THE SAME

LEVEL FINISH AS IS REQUIRED FOR NEW CONSTRUCTION.

SHEET

IDENTIFICATION

1 2 3 4 5

C O

N T

R A

C T

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

D E

E R

Y O

R D

E R

N O

K D

B Y x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

T R

A C

E S

T E

C H

A L R

A N

G E

A R

C H

C T

U R

A L E

N G

E R

S E

R V

A A rh o d e s b ri

H S

P A

C E

G C

C A

F S

A s i n d ic a te d

R E

N O

V A

T E

S W

S A

B L

D G

B L

O C

K H

O U

S E

O N

S T

R U

C T

D O

C U

M E

N T

G-004

S T

R U

C T

U R

A L

C A

L C

N O

T E

T Y

A L

D E

T A

D B

E H

G -0

F A

M a y

F A

G M

C h e c k e r

3" = 1'-0"G-004

C2 WIND LOAD CALCS

1 1/2" = 1'-0"G-004

B5 INTERIOR SLAB REPAIR DETAIL

MARK DESCRIPTION DATE APPR

1 Addendum #01 20-Aug-20 GM

3/4 " ∅ B O LTS (8

T O T AL)

2 5 '- 0"

V ER IFY

BUILDING SUMMARY

PROJECT INFORMATION

PROJECT NAME: DBEH 19-1536 REPAIR SWS ASHORE

OPERATIONS CENTER

ADDRESS: BLDG B51900, CAPE CANAVERAL AIR FORCE STATION

PROPOSED USE: OFFICE FACILITY

OWNER-CONTACT PERSON: SCOTT BROCKMAN

PHONE: 321-494-9245

APPLICABLE CODES

- BUILDING CODE: IEBC 2018.

- MECHANICAL: IMC 2018.

- PLUMBING: IPC 2018.

- ELECTRICAL: NFPA 70 NEC 2020.

- FIRE CODE: IEBC 2018,

- STATE/CITY AMENDMENTS: FL

- LIFE SAFETY CODE: NFPA 101 2018.

- ACCESSIBILITY CODE: ADA 2010

- ENERGY CODE: IECC 2018

BUILDING PLANNING

OCCUPANCY: BUISNESS / ASSEMBLY A-3

MIXED OCCUPANCY? YES / NO

REQUIRED FIRE SEPARATION: NO

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: IIB

GENERAL BUILDING LIMITATIONS

- HEIGHT OF BUILDING: 65'-0"

- NUMBER OF STORIES: 1

- MAX. TOTAL AREA OF BUILDING: 28,000 SF

- HIGH RISE: YES / NO

FIRE PROTECTION SYSTEMS

- FIRE EXTINGUISHING SYSTEM: YES / NO

- STANDPIPE SYSTEM: YES / NO TYPE X

- SMOKE CONTROL: YES / NO CLASS X

FIRE RESISTANT CONSTRUCTION SCHEDULE

ITEM REQ'D RATING / HR UL/FM # WHERE APPLICABLE

- EXTERIOR WALLS:LOAD BEARING

- FIRE/PARTY WALLS

- SHAFTS

- TENANT SEPARATION

- INTERIOR WALL: LOAD BEARING

- COLUMNS

- BEAMS

- FLOOR/CEILING

- ROOF/CEILING

ESSENTIAL FACILITY (FBC TABLE 1604.5)

ESSENTIAL FACILITY? YES / NO

XX0

DESIGN GUIDELINES

- AIR FORCE CORPORATE FACILITIES STANDARDS [AFCFS]

- UFC 1-200-01 DOD BUILDING CODE(GENERAL BUILDING REQUIREMENTS)

- UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

- PATRICK AIR FORCE BASE - INSTALLATION FACILITIES STANDARDS (IFS)

FIRE EXTINGUISHER

PATH OF EGRESS

DIRECTION OF

EGRESS PATH

TRAVEL DISTANCE TO

NEAREST BUILDING EXIT

X'-X" TO EXIT

EGRESS CAPACITY

EXIT AND MEANS OF EGRESS WIDTH

F L O

O R

O C

C U

P A

N T

L O

A D

R E

Q U

D S

T A

A Y

T H

P E

R E

A C

H S

T A

D E

N S

T A

A Y

T H

R E

Q U

D D

O O

R A

N D

L E

V E

L C

O M

P O

N E

N T

D E

N D

O O

R W

1 91 N/A N/A 0.2"/PERS X 91=

18.2"

32" MIN. -

64" TOTAL

COMMON PATH OF EGRESS

NFPA 39.2.5.3.2

EXIT ACCESS TRAVEL

NFPA 39.2.6.2

MAX DEAD END CORRIDOR

NFPA 39.2.5.2

BUSINESS: 50 FT UNSPRINKLED

MEANS OF EGRESS REQUIRED

NFPA 7.2.1.2.3.1

WIDTH OF EXIT PROVIDED = 32" TOTAL EGRESS WIDTH

ADDITIONAL REQUIREMENTS

E L E

V A

T O

R S

S P

K L E

R S

S M

O K

E D

E T

E C

H T

P E

R N

A T

A L E

L E

C T

D E

S A

A T

P E

R N

A T

A L P

L U

M B

C O

D E

-- NO YES

R O

O F

C O

V E

G S

-- YES --

V E

N T

N P

E R

A S

H R

A E

S T

A N

D A

R D

YES

C L A

D D

A N

D C

O M

P O

N E

N T

MAXIMUM FLOOR AREA ALLOWANCE - NFPA 101, TABLE 7.3.1.2

OCCUPANCY SINGLE/MULTI

OCCUPANCY

GROSS

FLOOR AREA

FLR AREA PER

OCCUPANT-SPRK

OCCUPANT

LOAD

BUSINESS /

ASSEMBLY [A-3]

MULTI

OCCUPANCY

SF TOTAL:

4,185

46 GROSS SF 91 TOTAL

OCCUPANT LOAD

SYMBOL LEGEND

MEANS OF EGRESS

BUSINESS: UNSPRINKLED:

UNLIMITED [<30 OCCUPANTS]

UNSPRINKLED: 100'-0"

FIRE EXTINGUISHER

CABINETFEC PERSONS

REQUIRED

PROVIDED

EGRESS LOAD

CALCULATION

INTERNATIONAL EXISTING BUILDING CODE [2018]

604.1 Alteration Level 2 - Facility classification

904.1 Alteration Level 2 - Automatic Sprinkler System - An automatic sprinkler system shall be provided in a work area where required by section 803.2 or this section.

803.2.2 Groups A,B,… - In building with occupancies in groups A, B,..., work areas that have exits or corridors shared by more than one tenant or that have exits or corridors serving an occupant load greater than 30 shall be provided with automatic sprinkler protection where all of the following conditions occur:

1. The work area is required to be protected with an automatic sprinkler protection in accordance with the International Building Code as applicable to new construction. [SEE 903.2.1.3 BELOW]

2. The work area exceeds 50% of the floor area. [NO]

903.2.1.3 Group A-3: An automatic sprinkler system shall be provided throughout stories containing Group A-3 occupancies and throughout all stories from the Group A-3 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists:

1. The fire area exceeds 12,000 ft2. [NO]

2. The fire area has an occupant load of 300 or more. [NO]

3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. [NO]

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

9-7.2.1 Complete automatic sprinkler protection must be provided for the following Facilities:

9-7.2.1.1 Single-story, Type I or II construction Facilities greater than 15,000 ft2 gross floor area. [NO]

NFPA 101 LIFE SAFETY [2018] - Existing Business Occupancy

6.1.14.2.2 Mixed Occupancy. A multiple occupancy where the occupancies are intermingled.

13.7.9.3.1 Every room constituting an assembly occupancy and not having fixed seats shall have the occupant load of the room posted in a conspicuous place near the main exit from the room.

39.2.4.4 Any business occupancy three or fewer stories in height, and not exceeding an occupant load of 30 people per story, shall be permitted a single sepaate exit to each story, provuided that all of the following also shall apply"

1. The exit shall discharge directly outside.

2. The total travel distance to the outside shall not exceed 100ft...

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

3-3.1.1 NFPA 101 Must be utilized to determine the occupancy classification as it relates to fire/smoke resistance rating of interior non-load bearing partitions (other than occupancy separation), means of egress, interior finish, features of fire protection (including vertical openings) and associated requirements.

FIRE PROTECTION CODE ANALYSIS

EXIT LIGHTS

EGRESS CODE ANALYSIS

NFPA 101 - MIXED OCCUPANCY [BUSINESS-ASSEMBLY]

NFPA 101 38.2.3.1,TABLE 7.3.1.2

OFFICE

AREA: 155 FT2

LOAD FACTOR: 150

OCCUPANT LOAD: 2

89'-0" TO EXIT

PERSONS

REQUIRED

PROVIDED

5.8"

32"

PERSONS

REQUIRED

PROVIDED

14.4"

32"

OFFICE

AREA: 446 FT2

LOAD FACTOR: 500

OCCUPANT LOAD: 1

OFFICE

AREA: 314 FT2

LOAD FACTOR: 150

OCCUPANT LOAD: 3

OFFICE

AREA: 940 FT2

LOAD FACTOR: 150

OCCUPANT LOAD: 7 (INCREASE TO 8 PER AHJ AUTHORIZATION)

OFFICE

AREA: 618 FT2

LOAD FACTOR: 150

OCCUPANT LOAD: 5

[CLIN 0004]

ASSEMBLY [A-3]

AREA: 1080 FT2

LOAD FACTOR: 15

OCCUPANT LOAD: 72

OCCUPANT LOAD: 49 MAX WITHOUT CLIN 0004

ASSEMBLY BUSINESS

STORAGE

AREA: 59 FT2

LOAD FACTOR: 500

OCCUPANT LOAD: 1

30'-0" TO

EXIT

WITH CLIN 0004

PERSONS

REQUIRED

PROVIDED

15.6"

32"

WITHOUT CLIN 0004

WITH CLIN 0004

M A

X D

A N

C E

T O

P O

F E

X T

H E

M A

WALL MOUNTED

FIRE EXTINGUISHER

FLOOR LINE

SHEET

IDENTIFICATION

1 2 3 4 5

C O

N T

R A

C T

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

D E

E R

Y O

R D

E R

N O

K D

B Y x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

T R

A C

E S

T E

C H

A L R

A N

G E

A R

C H

C T

U R

A L E

N G

E R

S E

R V

A A rh o d e s b ri

H S

P A

C E

G C

C A

F S

A s i n d ic a te d

R E

N O

V A

T E

S W

S A

B L

D G

B L

O C

K H

O U

S E

O N

S T

R U

C T

D O

C U

M E

N T

G-101

E S

A F

E T

Y P

L A

D B

E H

G -1

F A

M a y

F A

G M

E G

R E

S S

R O

U T

E P

L A

C h e c k e r

04 8 16268

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

1/8" = 1'-0"G-101

A1 LIFE SAFETY

PLAN NORTH

1" = 1'-0"G-101

A5 WALL MTD FE

OCCUPANCY

PLACARD LOCATION

GENERAL NOTES - ENVIRONMENTAL:

1. HAZARDOUS MATERIALS ARE PRESENT IN THE SWS ASHORE BLOCKHOUSE. ACM AND COATINGS CONTAINING

HAZARDOUS CONSTITUENTS EXIST WITHIN THE IMMEDIATE VICINITY OF WORK. ABATEMENT AND ENCAPSULATION OF

HAZARDOUS MATERIALS IS REQUIRED AS PART OF CONSTRUCTION.

2. ALL COATED SURFACES IN THE FACILITY ARE ASSUMED TO CONTAIN HEAVY METALS AND/OR PCBs UNLESS OTHERWISE

DOCUMENTED IN THESE DRAWINGS OR SPECIFICATIONS.

3. DISPOSAL OF ALL MATERIALS MUST BE IN ACCORDANCE WITH THE CONTRACT CLAUSES AND SPECIFICATION SECTION 01

57 19 AND ALL OTHER CONTRACT CLAUSES.

4. ANY DISTURBANCE, HANDLING, STORAGE, TRANSPORTATION OR DISPOSAL OF HAZARDOUS MATERIALS MUST BE IN ACCORDANCE WITH THE APPROVED REMOVAL, DISPOSAL PLAN AND SPECIFICATION SECTIONS 01 57 19, 02 82 00 AND 02 83 00.

5. PERFORM ALL WORK IN A MANNER THAT MINIMIZES DAMAGE TO EXISTING HAZARDOUS MATERIALS IDENTIFIED IN THESE

DRAWINGS.

6. THE SCHEDULES PROVIDED ARE NOT ALL INCLUSIVE. SUSPECT MATERIALS/COATINGS THAT ARE NOT IDENTIFIED SPECIFICALLY IN THESE PROJECT DRAWINGS AND SPECIFICATIONS MUST BE EITHER SAMPLED/ANALYZED BY THE

CONTRACTOR OR ASSUMED WORST CASE.

7. ALL PLANS MUST BE SUBMITTED TO THE CO FOR REVIEW, REVISED BY THE CONTRACTOR WHERE REQUIRED, AND RESUBMITTED FOR APPROVAL. COMMENCEMENT OF WORK WILL NOT BE PERMITTED UNTIL EACH PLAN IS GIVEN FINAL

APPROVAL.

8. PREPARE AND SUBMIT THE FOLLOWING WORK PLANS:

a. WASTE MANAGEMENT PLAN (INCLUDING BALLAST AND LAMP REMOVAL, CONTROL AND DISPOSAL PLAN, AND PCB

DISPOSAL PLAN)

b. WORK SCHEDULE

c. ASBESTOS MANAGEMENT PLAN

d. HEAVY METAL AND PCB WASTE MANAGEMENT AND COMPLIANCE PLANS

e. PCB REMOVAL PLAN

GENERAL NOTES - ASBESTOS:

1. ACM ARE FOUND WITHIN THE IMMEDIATE AREAS OF WORK. CONTRACTOR MUST PERFORM ABATEMENT OR

ENCAPSULATION OF ACM WHERE REQUIRED IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 00. ACM IN THE WAY OF CONSTRUCTION, OR SUSPECT ACM, NOT IDENTIFIED IN THE ASBESTOS REPORT, MUST BE BROUGHT TO THE

CONTRACTING OFFICER’S ATTENTION PRIOR TO DISTURBANCE OF MATERIAL.

2. A COMPREHENSIVE ASBESTOS SURVEY OF THE SAB WAS CONDUCTED IN 2004. THE ASBESTOS FINDINGS FOR AREAS AFFECTED BY REFURBISHMENT ARE PRESENTED IN THE ASBESTOS SCHEDULES. IF MATERIAL MATCHING THE DESCRIPTION OF THE ACM TESTED IS FOUND AND NOT DENOTED IN THE SCHEDULE, THE MATERIAL IS ASSUMED TO CONTAIN ASBESTOS. A COPY OF THE ASBESTOS SURVEY REPORT IS INCLUDED AS A SUPPLEMENT TO THE

ENVIRONMENTAL SPECIFICATIONS.

3. ACTIVITIES THAT MAY DISTURB ACM MUST BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL ASBESTOS RULES AND REGULATIONS BY PERSONNEL THAT ARE EPA TRAINED AND CERTIFIED IN HANDLING ACM.

4. PROVIDE AN ALLOWANCE OF UP TO 2,000 SF OF ENCAPSULATING MATERIAL WHERE VCT HAS BEEN DAMAGED DUE TO CARPET REMOVAL OR UTILITY TRENCHING. PREP-LESS PRIMER AND ASBESTOS SAFE BY ENVIRONMENTALLY ADVANCED

SOLUTIONS, OR AN APPROVED EQUAL MUST BE USED AS AN ENCAPSULATE.

5. PERFORM ENCAPSULATION AND ABATEMENT OF ACM PER SPECIFICATION 02 82 00 ASBESTOS REMEDIATION.

6. THE CONTRACTOR MUST HAVE AN ASBESTOS CONTRACTOR’S LICENSE AND SECURE ALL NECESSARY LICENSES AND PERMITS ASSOCIATED WITH ASBESTOS REMOVAL, TRANSPORTATION AND DISPOSAL AS MAY BE REQUIRED.

7. WRITTEN NOTIFICATION TO THE CO AND AF CES/ESC IS REQUIRED FOR ANY REGULATED ASBESTOS REMOVAL OR REMOVAL OF A LOAD-BEARING MEMBER/STRUCTURE. THE CONTRACTOR MUST SUBMIT A NOTIFICATION TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), “NOTICE OF ASBESTOS RENOVATION OR DEMOLITION” FDEP FORM 62-257.900(1) TEN (10) DAYS PRIOR TO ANY ACM REMOVAL. THE CONTRACTING OFFICER MUST PROVIDE APPROVAL

OF ALL NOTIFICATIONS PRIOR TO SUBMITTING TO THE USAF OR ANY REGULATORY AGENCY.

8. PROVIDE COPES OF ANY FDEP NOTIFICATIONS, ASBESTOS SAMPLING AND ASBESTOS WASTE MANIFEST TO 45 SW

ASBESTOS PROGRAM MANAGER AND THE PATRICK F2F ENVIRONMENTAL OFFICE.

9. ADEQUATE PRECAUTIONS MUST BE TAKEN TO CONTROL DUST EMISSIONS THROUGHOUT THE PROJECT.

GENERAL NOTES - HEAVY METAL AND PCB COATINGS:

1. TWENTY (20) DAYS PRIOR TO COATING REMOVAL OPERATIONS, THE CONTRACTOR MUST SUBMIT A COPY OF THE

NOTIFICATION OF THE COMMENCEMENT OF ABATEMENT TO THE CO.

2. WELDING, CUTTING OR HOT WORK ON GALVANIZED STEEL OR SURFACES WITH PRESERVATIVE COATING MUST BE IN ACCORDANCE WITH FEDERAL REGULATIONS 29 CFR 1926.55, 29 CFR 1926.353 AND 29 CFR 1926.354.

3. ANY COATING CONTAINING A DETECTABLE LIMIT OF BARIUM, CADMIUM, CHROMIUM (TOTAL), CHROMIUM (HEXAVALENT), LEAD, ZINC, MERCURY OR PCBs MUST BE TREATED AS COATING CONTAINING HAZARDOUS CONSTITUENTS.

4. ANY DISTURBANCE OF COATING CONTAINING HAZARDOUS CONSTITUENTS MUST BE IN ACCORDANCE WITH THE APPROVED HEAVY METAL AND PCB WASTE MANAGEMENT AND COMPLIANCE PLANS, AND SPECIFICATION SECTION 02 83 00.

5. COATINGS OR MATERIALS WITH PCB CONCENTRATION ABOVE 50 PPM ARE REGULATED BY THE TOXIC SUBSTANCES CONTROL ACT (TSCA) PURSUANT TO THE FEDERAL REGULATION 40 CFR 761. DEMOLITION DEBRIS WITH A COATING EXCEEDING 50 PPM PCBs MAY BE DISPOSED OF AS PCB BULK PRODUCT WASTE AT AN APPROVED LANDFILL, TO BE

DETERMINED BY THE CONTRACTOR IN THEIR WASTE MANAGEMENT PLAN.

6. ELECTRICAL CABLE SHEATHING AND COATINGS MAY CONTAIN PCBs AND SOME HEAVY METALS. IF THE CABLE IS TO BE DISPOSED OF OR RECYCLED, THE CONTRACTOR MUST PROPERLY STAGE AND MANAGE SUCH CABLE IN ACCORDANCE WITH ALL REGULATORY REQUIREMENTS AND ENSURE THAT NO REGULATED SUBSTANCES ARE RELEASED TO THE

ENVIRONMENT.

ABBREVIATIONS:

ACM ASBESTOS CONTAINING MATERIAL

AF AIR FORCE

AF CES/ESC AIR FORCE CIVIL ENGINEERING SQUADRON / ENVIRONMENTAL SERVICE CONTRACT

CES CIVIL ENGINEERING SQUADRON

CFR CODE OF FEDERAL REGULATIONS

CHS COMPREHENSIVE HEALTH SERVICES

CO CONTRACTING OFFICER

EA EACH

EPA ENVIRONMENTAL PROTECTION AGENCY

ESC ENVIRONMENTAL SERVICE CONTRACT

E/W EAST / WEST

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FT FEET

PCB POLYCHLORINATED BIPHENYL

PPM PARTS PER MILLION

SAB SATELLITE ASSEMBLY BUILDING

SF SQUARE FOOT

S/N SOUTH / NORTH

TSCA TOXIC SUBSTANCES CONTROL ACT

USAF UNITED STATES AIR FORCE

VCT VINYL COMPOSITION TILE

W/ WITH

SHEET

IDENTIFICATION

1 2 3 4 5

C O

N T

R A

C T

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

D E

E R

Y O

R D

E R

N O

K D

B Y x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

T R

A C

E S

T E

C H

A L R

A N

G E

A R

C H

C T

U R

A L E

N G

E R

S E

R V

A A rh o d e s b ri

H S

P A

C E

G C

C A

F S

R E

N O

V A

T E

S W

S A

B L

D G

B L

O C

K H

O U

S E

O N

S T

R U

C T

D O

C U

M E

N T

ENV-001

E N

O N

M E

N T

A L

G E

N E

R A

L N

O T

E S

B B

R E

N S

D B

E H

-1

F A

M a y

F A

J K

B H

J L

OFFICE

SERVER

OPEN OFFICE

TOILET

OFFICE

OPEN OFFICE

STORAGE

UNISEX

1 2 3 4 5 62.9

C.1

OFFICE

VESTIBULE

21 3 4 5 9 12 13 14 15 18

SHEET

IDENTIFICATION

1 2 3 4 5

C O

N T

R A

C T

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

D E

E R

Y O

R D

E R

N O

K D

B Y x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

T R

A C

E S

T E

C H

A L R

A N

G E

A R

C H

C T

U R

A L E

N G

E R

S E

R V

A A rh o d e s b ri

H S

P A

C E

G C

C A

F S

R E

N O

V A

T E

S W

S A

B L

D G

B L

O C

K H

O U

S E

O N

S T

R U

C T

D O

C U

M E

N T

ENV-101

H A

Z A

R D

O U

S M

A T

E R

S P

L A

D B

E H

-1

F A

M a y

F A

D .C

M .J

A p p ro v e r

PLAN NORTH

3/16" = 1'-0"ENV-101

A1 HAZARDOUS MATERIAL PLAN

024 4 8

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

NOTES:

1. ADJACENT TABLES WERE CREATED FROM SAMPLING REPORTS FROM PBO3

ENVIRONMENTAL MONITORING LLC FROM DECEMBER 2019.

RCRA HEAVY METALS

HEX NOTE SAMPLE MATERIAL DESCRIPTION LOCATION ARSENIC (PPM) BARIUM (PPM) CADMIUM (PPM) CHROMIUM (PPM) LEAD (PPM) SELENIUM (PPM) SILVER (PPM) MERCURY (PPM)

12 25-R-01 BEIGE PAINT ON CONCRETE WALL INTERIOR - 240 - 51 860 - - 37

13 25-R-02 BEIGE PAINT ON STEEL BEAM INTERIOR - 210 - 9.3 53 - - 9.8

14 25-R-03 BEIGE PAINT ON DRYWALL WALL INTERIOR - 110 - - 51 - - 53

15 25-R-04 ORANGE PAINT ON STEEL BELOW RAISED FLOOR - 310 3.6 3.6 140000 - - 6.2

16 25-R-05 BEIGE PAINT ON DOOR EXTERIOR WEST - 270 - 13 500 - - -

17 25-R-06 BEIGE PAINT ON CONCRETE EXTERIOR SOUTH - 3000 - - 65 - - -

18 25-R-07 GREEN PAINT ON CONCRETE BELOW RAISED FLOOR - 5.9 6.8 - 83 - - 0.67

19 25-R-08 YELLOW PAINT ON BOLLARD EXTERIOR WEST 6.7 - - 74 35 - - -

ACM

HEX NOTE SAMPLE ID MATERIAL DESCRIPTION LOCATION TYPE FRIABLE AMOUNT

20 LC25-10 DRYWALL JOINT COMPOUND CENTER ROOM 2% CHRYSOTILE YES WHOLE FACILITY

21 LC25-25 EXTERIOR BUILDING SEAL (FLASHING) EXTERIOR NORTH SIDE 2% CHRYSOTILE NO ~100 LF

22 LC25-31 THRESHOLD DOOR SEALANT (CAULKING) EXTERIOR WEST SIDE 2% CHRYSOTILE NO ~15 LF

POLYCHLORINATED BIPHENYLS

HEX NOTE SAMPLE ID MATERIAL DESCRIPTION LOCATION CONSITUENT CONCETRATION (PPM)

1 25-P-01 BEIGE PAINT ON CONCRETE WALL INTERIOR AROCLOR 1254 37

2 25-P-02 BEIGE PAINT ON STEEL BEAM INTERIOR AROCLOR 1254 31

3 25-P-03 BEIGE PAINT ON DRYWALL WALL INTERIOR AROCLOR 1254 6.6

4 25-P-04 ORANGE PAINT ON STEEL BELOW RAISED FLOOR AROCLOR 1254 5.7

5 25-P-05 FLOOR STAND ADHESIVE BELOW RAISED FLOOR AROCLOR 1254 0.96

6 25-P-06 BEIGE PAINT ON DOOR EXTERIOR WEST AROCLOR 1254 -

7 25-P-07 BEIGE PAINT ON CONCRETE EXTERIOR SOUTH AROCLOR 1254 -

8 25-P-08 BUILDING SEAL EXTERIOR EXTERIOR NORTH AROCLOR 1254 62000

9 25-P-09 GREEN PAINT ON CONCRETE BELOW RAISED FLOOR AROCLOR 1254 16

10 25-P-10 THRESHOLD SEALANT EXTERIOR DOOR WEST AROCLOR 1254 41

11 25-P-11 BOLLARD PAINT EXTERIOR WEST AROCLOR 1254 -

1. UNLESS OTHERWISE SPECIFIED, PERFORM WORK CONSISTENT WITH THE RULES AND REQUIREMENTS OF THE

FOLLOWING:

-- CAPE CANAVERAL AIR FORCE STATION (CCAFS)

-- ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

-- FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES SHOWN ARE THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER UNKNOWN IMPROVEMENTS, SUCH AS UTILITIES, WHICH ARE WITHIN THE PROJECT AREA. PRIOR TO CONSTRUCTION, VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER

OR NOT SHOWN ON THE PLANS) AFFECTING THE WORK.

3. NIGHT WORK FROM 1 MAY TO 31 OCTOBER BETWEEN 2100 AND 0600 HOURS, REQUIRES REVIEW AND APPROVAL OF A CONSTRUCTION LIGHT MANAGEMENT PLAN THROUGH CONTRACTING OFFICER AND 45 CES

ENVIRONMENTAL (45 CES/CEIE) AT LEAST 45 DAYS PRIOR TO NIGHT WORK COMMENCEMENT.

4. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. CONTRACTOR TO NOTIFY THE CONTRACTING OFFICER OF ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TO CONFIRM

THE ACCURACY OF ALL SURVEY AND OTHER GRADING DATA.

5. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED

CONSTRUCTION TO AVOID OBSTACLES, AS AGREED TO BY THE CONTRACTING OFFICER.

6. WORK THE SCOPE CONTAINED ON THE CIVIL DRAWINGS IN COORDINATION WITH ALL OTHER DISCIPLINES TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, BOLT SETTINGS, AND GRADES. CALL ANY DISCREPANCIES TO

THE ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK

7. REVIEW THESE DRAWINGS AND VISIT THE SITE BEFORE CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS TO WHAT IS SHOWN ON THE DRAWINGS. IF THERE ARE VARIANCES, NOTIFY THE CONTRACTING

OFFICER.

8. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS

REQUIRED BY SITE CONDITIONS AND FOR SAFE WORK CONDITIONS.

9. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ORDERING ANY MATERIALS AND NOTIFY THE

CONTRACTING OFFICER IF DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

10. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS

SHOWN.

11. SCHEDULE A CONSTRUCTION COORDINATION MEETING WITH THE CONTRACTING OFFICER AND PROJECT STAKEHOLDERS TO REVIEW THE CONSTRUCTION SCHEDULE, CRITICAL MILESTONES AND OUTAGES AND

REVIEW/CLARIFY REQUESTS FOR INFORMATION.

12. SUBMIT SHOP DRAWINGS WITH COORDINATED TRADES TO THE CONTRACTING OFFICER FOR REVIEW AND

APPROVAL PRIOR TO THE START OF CONSTRUCTION.

13. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE, PROMPTLY NOTIFY THE CONTRACTING OFFICER, IN WRITING, AND ANY NECESSARY CHANGES MUST BE ADJUSTED, AS PROVIDED IN

THE AGREEMENT FOR CHANGES IN THE WORK.

14. THE CONTRACTOR IS RESPONSIBLE FOR THE ACTS AND OMISSIONS OF CONTRACTOR EMPLOYEES AND ALL THEIR SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF

THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.

15. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER.

16. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS OR MARKERS ARE

DISTURBED, EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO RESET OR REPLACE THEM.

17. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH THE U.S. AIR FORCE, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND OTHER AGENCIES HAVING JURISDICTION OWNING OR CONTROLLING ROADWAYS, WATER, SEWER, GAS, ELECTRICAL, AND TELEPHONE SUCH AS PAVEMENTS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES THAT ARE ENCOUNTERED IN THE WORK SUCH THAT ITEMS MAY BE PROPERLY

SUPPORTED, PROTECTED OR LOCATED.

18. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, ARE REQUIRED TO HAVE ACCESS AT ALL TIMES TO THE WORK WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS. THE CONTRACTOR IS REQUIRED TO PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND FOR

THE INSPECTION.

19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS, USE, THEFT, OR VANDALISM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF

SIGNS, FENCES, OR POSTING OF SECURITY GUARDS.

20. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO DITCHES, STORMWATER PONDS, CANALS, INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO ENSURE THAT ACCESS

TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED.

21. AT ALL TIMES, USE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE

USE OF EQUIPMENT OR MATERIALS AS PUBLISHED BY MANUFACTURER

22. COMPLY WITH ALL FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT RULES AND REGULATIONS.

CONTRACTOR TO COMPLY WITH ANY AND ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND

REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH.

GENERAL NOTES:

A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT USED, WHETHER IN STORAGE ON OR OFF THE

SITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF ITS

SUBCONTRACTORS;

C. OTHER PROPERTY AT THE SITE OR ADJACENT TO IT, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOLITION DURING

CONSTRUCTION.

23. ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE ITEMS USED IN THE WORK MUST CONFORM TO APPLICABLE SAFETY CODES AND REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE MORE STRINGENT INTERPRETATION OR REGULATION GOVERNS. TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO:

24. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND ENVIRONMENTAL PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY OR

ENVIRONMENTAL REGULATIONS.

25. SUBSTANTIALLY ENCLOSE THOSE PARTS OF WORK IN PLACE WHICH ARE SUBJECT TO DAMAGE BECAUSE

WORK IN ADJACENT AREAS WITH ADEQUATE PROTECTION.

26. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND REQUIREMENTS.

27. CONTRACTOR AND ITS SUBCONTRACTORS MUST NOT CAUSE THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY THEIR WORK ON OR ABOUT THE JOB SITE.

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 Aug 31, 2020.