Atch 2 Drawings DBEH 20-1501 2022 02 24.pdf

STATE RD 401

SKID STRIP

B A

N A

N A

R

I V

E R

B A

N A

N

V

E R

A T

L A

N T

I C O

C E

A N

A T

L A

N T

C

O

E

A N

PORT CANAVERAL

CCAFS

INDUSTRIAL AREA

TO

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

99999

05952

55837

85308

52002

56020

99999

99999

99999

92016

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01207M

99999

72706

99999

70658

41301

73706

47102

01240

27212

04120

21915

28423

62633

47131

47132

17706

08807

02826

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57515

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80700A

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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

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01055

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23604

33014

08809

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79125

55894558945589455894

18412

62865

07705

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88933

01207E

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75250

07850

50225

08610

03106

88941

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99999

79103

56625

03109

07701

07848

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99999

99999

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38830

41905

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42911

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08814

99999

05603

03102

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99999

99999

50216

99999

38807

15611

47150

02842

28404

12905

15610

15608

15609

08602

70586

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99999

99999

99999

55817

28407

62701

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22005

99999

85628

99999

28408

15305

99999

85309

99999

85702

47117

77608

03122

13128

99999

60688

99999

88932

41306

90312

07702

55842

90300

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50702

46711

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99999

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47140

91921

22100

56623

40432

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99999

18803

03135

21803

72711

70534

03117

99999

24606

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41500

00216

03118

90525

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42949

34725

99999

99999

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63301

16901

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77630

40602

99999

99999

99999

34707

41307

M7-1098A

02810

74710

85630

99999

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

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54935

54927

66266

99999 99999 99999 99999 99999

60534

55045

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66259

55065

44606

44501

44547

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54816

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49505

60541

60629

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99999 99999 99999 99999 99999

66212

44638

54811

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44638 44638 44638 44638

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99999 99999 99999 99999 99999

55041

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66257

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99999 99999 99999 99999 99999

99999 99999 99999 99999 99999

99999 99999 99999 99999 99999

54739

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54814

44537

99999 99999 99999 99999 99999

99999 99999

60537

54812

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99999 99999 99999

54945

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99999 99999 99999 99999 99999

44654

44615

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99999 99999 99999 99999 99999

49638

99999 99999 99999 99999 99999

STATE RD 401 B

A

S

IN

R D

PATROL RD S

H O

U N

D D

O G

C

IR

C L

E

M A

C A

R D

S P

IN

T

E S

T R

D

S A

M U

E L C

P H

IL

L

IP

S

P K

W Y

LIGHTHOUSE RD

S K

Y B

O L

T R

D

BUM

PER RD

P

IE

R R

D

FSA 5 RD

MISSION CONTROL RD

F

LIG

H T C

O N

T R

O L R

D

IR

B M

R D

LIGHTHOUSE RD

L

IG

H T H

O U

S E R

D

O B

S E R

V A T

IO

N R

D

C A M

E R

A R

D A

LP

H

A

C O

N

TR

O

L TO

W

ER

RD

C A M

E R

A R

D B

R A V O

T

IM

IN

G

R D

C E N

T R

A L C

O N

T R

O L R

D

A R

M O

R Y R

D

A Z U

S A R

D

S K

I D S

T R

I P R

D E

M E

R C

U R

Y G

E M

IN

I R

D C

E N

T R

A L C

O N

T R

O L R

D

S A

M U

E L

IN

D

U S

T R

Y R

D

H A N

G A

R R

D

TIT

A

N

III R

D

N A S A C

S W

Y E

T

IT

A N

III R

D

L O

O P

R D

TEST R

D

IC

B

M R

D

F R

E E

D O

M

R

D

B E

A C

H R

D

PATROL RD

S A

M U

E L

C P

H

IL

L

IP

S P

K W

Y

T

IT

A N

I

II

R D

CENTAUR RD

ROCKET RD

BOUNDARY RD

P

IE

R R

D

H

EA

V Y L

A U

N C

H R

D

FLIGHT CONTROL RD

P

IE

R R

D

OLD

SPIN TEST

FACILITY

MSA #5

CAMERA

PAD #21

SR 528 BEACHLINE

SR A1A TO COCOA BEACH

FSA #1

C

P H

IL

L

IP

S

P K

W Y

HGR

C

LIGHT

HOUSE

PROJECT LOCATION

DBEH 20-1501

FACILITY 35420

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

N T

R A

C T

N

D

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

D E

L

IV

E R

Y O

R D

E R

N O

C

K D

B Y x

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

T H

S P

A C

E W

IN

G

C C

A F

S F

L

T R

A C

E S

T E

C H

N

IC

A L R

A N

G E

A R

C H

IT

E

C T

U R

A L E

N G

IN

E

E R

IN

G

S E

R V

IC

E

S

A A rh o d e s b ri to

H

T

E

S s i n d ic a te d

/1

/2

:2

:1

P

M

R E

N O

V A

T

IO

N S

T O

S T

O R

M A

G A

G

F A

C

IL

IT

Y

B

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

G-001

C O

V E

R S

H E

E T

D B

E H

-1

G G

-0

F A

-1

-F

A

D E

C E

M B

E R

F A

F A

F A

-1

-F A

D W

G M

D W

K C

DBEH 20-1501

RENOVATIONS TO STOR MAG AG, FACILITY B35420

CONSTRUCTION DOCUMENTS

1 : 24000G-001

A1 LOCATION PLAN

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

TRUE

NORTH

BUILDING

35420

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

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.

DESCRIPTION

CLIN LEGEND

MARK APPROVED BY

A

B

C

REMOVAL OF CLIN 0002 BID OPTION 05/27/2021 SJ

DATE

(MM/DY/YR)

AURAL WARNING SYSTEM REMOVAL AND

TELECOMM GROUND BUS ADDITION

09/08/2021 SJ

CLIN 0003: WORK ASSOCIATED WITH ADDING

MEZZANINE

12/02/2021 DW

D CLIN 0004: WORK ASSOCIATED WITH ADDING

KITCHEN

12/02/2021 DW

E CLIN 0005: WORK ASSOCIATED WITH ADDING

SHOWER

12/02/2021 DW

F CLIN 0006: ASSOCIATED WITH CHANGING HID

LIGHTS/FIXTURES TO LED LIGHTS/FIXTURES

12/02/2021 DW

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

N T

R A

C T

N

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

D E

L

IV

E R

Y O

R D

E R

N O

C

K D

B Y x

F

IL

E N

U M

B E

R

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

N

IC

A L R

A N

G E

A R

C H

IT

E

C T

U R

A L E

N G

IN

E

E R

IN

G

S E

R V

IC

E

S

A A rh o d e s b ri

T H

S P

A C

E W

IN

G

C C

A F

S F

L

/1

/1

/2

:2

:1

P

M

R E

N O

V A

T

IO

N S

T O

S T

O R

M A

G A

G

F A

C

IL

IT

Y

B

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

G-002

S H

E E

T I N

D E

X

D B

E H

-1

G -0

F A

-1

-F

A

D E

C E

M B

E R

F A

F A

F A

-1

-F A

D W

G M

D W

K C

GENERAL

Current Revision

Sheet Number Sheet Name

G-001 COVER SHEET

G-002 SHEET INDEX

F G-003 PROJECT DATA

G-101 LIFE SAFETY PLAN

CIVIL

C-001 CIVIL GENERAL NOTES I

C-002 CIVIL GENERAL NOTES II

C-003 CIVIL LEGEND AND ABBREVIATIONS

CD-101 EXISTING CONDITIONS AND DEMOLITION PLAN

C-102 CIVIL SITE PLAN

C-103 CIVIL PAVING, GRADING AND DRAINAGE PLAN

C-501 CIVIL DETAILS I

C-502 CIVIL DETAILS II

ARCHITECTURAL

C AD-101 DEMOLITION PLAN

E A-101 ARCHITECTURAL SITE PLAN

B A-201 CLIN 0002 - CARPORT PLAN / ELEVATIONS / SECTIONS

E A-202 WAREHOUSE GROUND FLOOR PLAN

D A-203 ROOF PLAN / EXTERIOR DETAILS / SECTION

D A-301 SECTIONS/ INTERIOR ELEVATIONS/ INTERIOR DETAILS

E A-302 ENLARGED PLANS / INTERIOR ELEVATIONS

D A-401 INTERIOR DETAILS

D A-402 PLAN DETAILS

A-601 DOOR SCHEDULE / FINISH PLAN

A-701 SIGNAGE

STRUCTURAL

S-001 ABBREVIATIONS AND NOTES

S-101 MEZZANINE PLANS

S-102 CANOPY PLAN AND NOTES

S-200 SECTIONS

S-501 DETAILS

S-502 DETAILS

FIRE PROTECTION

FP-001 FIRE PROTECTION GENERAL NOTES, ABBREVIATIONS

& LEGEND

FP-101 WAREHPUSE FIRE PROTECTION INSTALLATION PLAN

FP-102 OFFICE PROTECTION INSTALLATION PLAN

FP-301 FIRE PROTECTION SECTIONS I

FP-302 FIRE PROTECTION SECTIONS II

FP-501 FIRE PROTECTION DETAILS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES

M-002 MECHANICAL ABBREVIATIONS

M-003 MECHANICAL LEGEND

M-102 MECHANICAL INSTALLATION PLAN

M-501 MECHANCIAL DETAILS

M-701 MECHANCIAL SCHEDULES

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGEND AND

ABBREVIATIONS

P-102 PLUMBING GRAVITY INSTALLATION PLAN

P-103 PLUMBING PRESSURE INSTALLATION PLAN

P-501 PLUMBING DETAILS

P-701 PLUMBING SCHEDULES

P-901 PLUMBING GRAVITY ISOMETRIC

P-902 PLUMBING PRESSURE ISOMETRIC

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND AND

ABBREVIATIONS

ED-101 ELECTRICAL DEMOLITION PLAN

E-102 EQUIPMENT PLAN

E-103 POWER PLAN

E-104 LIGHTNING PROTECTION AND GROUNDING PLAN

E-201 LIGHTING PLAN

E-501 ELECTRICAL DETAILS

E-701 PANEL SCHEDULES

FIRE ALARM

FA-001 FIRE ALARM GENERAL NOTES, LEGEND AND

ABBREVIATIONS

FAD-101 FIRE ALARM DEMOLITION PLAN

FA-102 FIRE ALARM PLAN

FA-601 FIRE ALARM RISER DIAGRAM

DRAWING ABBREVIATIONS

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

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

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

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

RSD ROLLING STEEL DOOR

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

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

GENERAL NOTES - CONTINUED

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

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

CERTIFIED WELDERS.

8. 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.

9. 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.

10. 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:

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 CONSTRUCTION DAMAGE.

PROJECT SPECIFIC NOTES:

1. ALL METALS/FASTENERS ARE TO BE NON-CORROSIVE OR COATED

ACCORDINGLY TO MEET STANDARDS FOR A COASTAL APPLICATION.

INDEX OF DRAWINGS

NUMBERING SYSTEM:

A-201

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

ID - INTERIOR DESIGN

SERIES NUMBER

SHEET NUMBER WITHIN

SERIES

LEGEND

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

SPRAY FOAM INSULATION

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

1i WALL TYPE

WINDOW TYPE

A1

A101

SIM

SECTION

Room name

101 ROOM NAME/NUMBER

A101

A1 Ref

A101

A1 Ref

EXTERIOR ELEVATION

1 REVISION TAG

A-101

A1

SIM

PLAN, BLOW-UP

DETAIL

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

SPOT ELEVATION

Name

Elevation

FLOOR LEVEL & NAME

SHEET NUMBER WHERE

SECTION/DETAIL IS

DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS

DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE 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

MINERAL FIBER

BLANKET INSULATION

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

UC UNDERCUT

UCD UNDERCUT DOOR

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UN UNLESS NOTED

UNEX UNEXCAVATED

UNIF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UNIV UNIVERSAL

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

UWT UNIT WEIGHT

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

V VOLT

VA VOLT AMPERE

VAC VACUUM, VACUUM LINE

VAN VANITY

VAR VARIES, VARIATION

VAV VARIABLE AIR VOLUME

VB VACUUM BREAKER, VALVE BOX, VINYL BASE

VCO VACUUM CLEANER OUTLET

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER, VOLTAGE DROP

VEH VEHICLE

VENT VENTILATION, VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VFR VOLUMETRIC FLOW RATE

VG VERTICAL GRAIN

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VIS VISUAL

VIT VITREOUS

VNR VENEER

VOC VOLITILE ORGANIC COMPOUND

VOL VOLUMNE

VP VAPOR PRESSURE, VENEER PLASTER

VR VAPOR RETARDER

VRFY VERIFY

VRNDA VERANDA

VS VENT STACK

VTR VENT THROUGH ROOF

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

W WASTE, WATT, WEST, WIDE

WCAB WALL CABINETS

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WAP WIRELESS ACCESS POINT

WARR WARRANTY

WB WOOD BASE

WBL WOOD BLOCKING

WBS WROUGHT BRASS

WC WATER CLOSET, WALL COVERING

WCLR WATER CHILLER

WCO WALL CLEANOUT

WD WOOD, WOOD DOOR

WDF WOOD DOOR AND FRAME

WDMA WINDOW AND DOOR MANUFACTURERS ASSOC

WDP WOOD PANELING

WDSP WASTE DISPOSAL

WDW WINDOW

WEA WEATHER

WF WIDE FLANGE, WASH FOUNTAIN

WF BM BEAM, WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WGL WIRED GLASS

WH WALL HUNG, WALL HYDRANT, WEEP HOLE

WHSE WAREHOUSE

WI WROUGHT IRON

WL WATER LINE, WIND LOAD

WLD WELDED

WM WATER METER

WO WHERE OCCURS, WORK ORDER

WP WATERPROOFING, WORKING POINT

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WSL WEATER SEAL

WT WATER TABLE, WEIGHT, WATER TIGHT

WT EL WATER ELEVATION

WTR WATER

WU WINDOW UNIT

WW WIREWAY, WARM WHITE, WASTE WATER

WWR WELDED WIRE REINFORCEMENT

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

XBRACE CROSS BRACE

X SECT CROSS SECTION

XBRA CROSS BRACING

XFER TRANSFER

XFMR TRANSFORMER

XPS EXTRUDED POLYSTYRENE BOARD

XXH DOUBLE EXTRA HEAVY

Y --------------------

YCO YARD CLEANOUT

YD YARD DRAIN, YARD, YARD DRAINAGE PIPE

YH YARD HYDRANT

YI YARD INLET

YR YEAR

Z --------------------

Z MODULUS OF SECTION

A-101

DRAWING NUMBER

SHEET NUMBER WHERE

SECTION/DETAIL IS

DRAWN

CLINS

GENERAL NOTES

GENERAL INSTALLATION NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND SPECIFICATIONS; FOR PURPOSES OF CLARIFICATION THE WORD 'PROVIDE' MEANS PROVIDE AND U.O.N MEANS UNLESS OTHERWISE NOTED.

2. 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.

3. 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.

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

5. 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.

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'S 0002, 0003, 0004, 0005 AND 0006)

2. CLIN 0002 – ALL WORK IN ASSOCIATION WITH PRE-ENGINEERED CARPORT BUILDING

INSTALLATION AND RESULTANT GRADING, HAS BEEN REMOVED FROM THE SCOPE OF WORK

FOR THIS PROJECT.

3. CLIN 0003 – PRICE INCLUDES ALL WORK IN CONNECTION WITH MEZZANINE, INCLUDING BUT

NOT LIMITED TO COLUMNS, STAIR, METAL RAILING, CONCRETE DECK AND SLAB DEMOLITION

FOR INSTALLATION OF MEZZANINE IN ACCORDANCE WITH THE DRAWINGS AND

SPECIFICATIONS. AND ADDITION OF SPECIALTY ENGINEER CEILING STRUCTURE TO SUPPORT

ACT, LIGHTS, DOCTWORK; AS WELL AS THE RELOCATION OF THE WATER HEATER TO THE

FIRST FLOOR IN THE SHOWER ROOM.

4. CLIN 0004 – PRICE INCLUDES ALL WORK IN CONNECTION WITH MILLWORK AT CORRIDOR AND

REFRIGERATOR, AND THE ADDITION OF RELOCATION OF THE DRINKING FOUNTAIN TO THE

CORRIDOR IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

5. CLIN 0005 – PRICE INCLUDES ALL WORK IN CONNECTION WITH THE SHOWER ROOM,

INCLUDING BUT NOT LIMITED TO TOWEL RACKS, SHOWER PAN, FLOOR DRAIN, PIPE

DEMOLITION, FIXTURES AND ACCESSORIES, AS WELL AS THE WALLS AND DOORS

SURROUNDING THE JANITOR CLOSET, AND THE ADDITION OF RELOCATING ANY JANITOR'S

ACCESSORY ON THESE WALLS, IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

6. CLIN 0006 – PRICE INCLUDES ALL WORK IN CONNECTION WITH THE REPLACEMENT OF ALL

EXISTING HID FIXTURES TO BE LED EQUIVALENT FIXTURES.

PARTITION TYPES

TYPE 1

STC 45

[B.O.D. NGC 2013005]

FINISH AS SCHEDULED

ON SUBSTRATE

BASE AS SCHEDULED

CEILING AS SCHEDULED

INSULATION

ACOUSTIC SEALANT

FINISH AS SCHEDULED

ON SUBSTRATE

BASE AS SCHEDULED

CEILING AS SCHEDULED

5/8" GYP BOARD [ONE

SIDE] ON 18 GA 3 5/8" MTL

STUD FRAMING AT 16"

OC

TYPE 2

UNDERSIDE OF DECK

DEFLECTION TRACK

UNDERSIDE OF DECK

DEFLECTION TRACK

INSULATION

5/8" GYP BOARD [BOTH

SIDES] ON 18 GA 3 5/8"

MTL STUD FRAMING AT

16" OC

NOTES:

1. PLACE MOISTURE RESITANT GYPBOARD IN TOILET, JANITOR'S

CLOSET AND SHOWER ROOM WHERE APPLICABLE.

2. TILE BACKER BOARD SUBSTRATE TO TILE FINISH

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

N T

R A

C T

N

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

D E

L

IV

E R

Y O

R D

E R

N O

C

K D

B Y x

F

IL

E N

U M

B E

R

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

N

IC

A L R

A N

G E

A R

C H

IT

E

C T

U R

A L E

N G

IN

E

E R

IN

G

S E

R V

IC

E

S

A A rh o d e s b ri

T H

S P

A C

E W

IN

G

C C

A F

S F

L

A s i n d ic a te d

/2

/2

:4

:1

P

M

R E

N O

V A

T

IO

N S

T O

S T

O R

M A

G A

G

F A

C

IL

IT

Y

B

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

G-003

P R

O J E

C T

D A

T A

D B

E H

-1

G G

-0

F A

-1

-F

A

D E

C E

M B

E R

F A

F A

F A

-1

-F A

D W

G M

D W

K

F

WH

BUILDING SUMMARY

PROJECT INFORMATION

PROJECT NAME: 18005-0071 RENO STORA MAG AG

ADDRESS: BLDG 35420, CAPE CANAVERAL AIR FORCE STATION

PROPOSED USE: GARAGE

OWNER-CONTACT PERSON: ROBERT ELLIOTT

PHONE: 873-0983

APPLICABLE CODES

- BUILDING CODE: IBC 2018, 4TH ED.

- MECHANICAL: IMC 2018, 3RD ED.

- PLUMBING: IPC 2018, 3RD ED.

- ELECTRICAL: NFPA NEC 2020.

- FIRE CODE: UFC-3-600-01 CHANGE 4

- STATE/CITY AMENDMENTS: FL

- LIFE SAFETY CODE: NFPA 2018.

- ACCESSIBILITY CODE: ADA 2010 / ABA 2015

- ENERGY CODE: IECC 2018, 4TH ED.

- SIGN CODE: X

- ANSI: X

- FM INSURED: X

BUILDING PLANNING

OCCUPANCY: GROUP FACTORY-1

MIXED OCCUPANCY? YES / NO

REQUIRED FIRE SEPARATION: NO

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: IIB

GENERAL BUILDING LIMITATIONS

- HEIGHT OF BUILDING: 25'-0"

- NUMBER OF STORIES: 1

- MAXIMUM SINGLE FLOOR AREA: X

- MAX. TOTAL AREA OF BUILDING: 62,000 SF

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

X

ESSENTIAL FACILITY (IBC TABLE 1604.5)

ESSENTIAL FACILITY? YES / NO

X

X

X0

X

X

X

X

X

X

X

DESIGN GUIDELINES

- UFC 1-200-01 DESIGN. GENERAL BUILDING REQUIREMENTS

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

AFMAN 32-1084

- PENTHOUSE AND ROOF STRUCTURE: X

- HIGH RISE: YES / NO

- PARKING SPACES PROVIDED: X

- PARKING SPACES REQUIRED: X

- ACCESSIBLE PARKING SPACES PROVIDED: X

FIRE EXTINGUISHER

PATH OF EGRESS

DIRECTION OF

EGRESS PATH

PRIMARY BUILDING EXIT

TRAVEL DISTANCE TO

NEAREST BUILDING EXIT

T.D.

25'-0"

EGRESS CAPACITY

IBC 1005.3.1, 1005.3.2,

EXIT AND MEANS OF EGRESS WIDTH

F L O

O R

O C

C U

P A

N T

L O

Q U

IR

E

D S

T A

IR

W

A Y

W

ID

T H

P E

R E

A C

H S

T A

IR

D E

S

IG

N S

T A

IR

W

A Y

W

ID

T H

R E

Q U

IR

E

D D

O O

R A

N D

L E

V E

L C

O M

P O

N E

N

W

ID

T H

D E

S

IG

N D

O O

R W

ID

1 18 36" 36" .2"/PERS

X 51=11.4"

34"

MIN.

68"

TOTAL

COMMON PATH OF EGRESS

IBC TABLE 1006.2.1

EXIT ACCESS TRAVEL

IBC TABLE 1017.2

MAX DEAD END CORRIDOR

IBC 1020.4

FACTORY F-1 : 50 FT SPRINKLED

MEANS OF EGRESS

REQUIRED

WIDTH OF EXIT PROVIDED = 34" PER DOOR LEAF

ADDITIONAL REQUIREMENTS

E L E

V A

T O

R S

S P

R

IN

K L E

R S

S M

O K

E D

E T

E C

T

IO

N

L

IG

H T

IN

G

P E

R N

A T

IO

N

A L E

L E

C T

R

IC

L

D E

S A

N

IT

A T

IO

N

P E

R N

A T

IO

N

A L P

L U

M B

IN

G

C O

D E

NO YES YES

R O

O F

C O

V E

R

IN

G S

CLASS

B

YES YES

V E

N T

IL

A

T

IO

N P

E R

A S

H R

A E

S T

A N

D A

R D

YES

C L A

D D

IN

G

A N

D C

O M

P O

N E

N T

S

NO

MAXIMUM FLOOR AREA ALLOWANCE - IBC TABLE 1004.1.2

OCCUPANCY SINGLE/MULT

OCCUPANCY

GROSS

FLOOR AREA

FLR AREA PER

OCCUPANT-SPRK

OCCUPANT

LOAD

FACTORY

SINGLE

OCCUPANCY

6,072 SF 119 GROSS SF 51 TOTAL

OCCUPANT LOADSYMBOL LEGEND MEANS OF EGRESS

FBC CH. 10

SPRINKLED: 75'-0"

SPRINKLED: 250'-0"

FE

EXIT SIGN W DIRECTIONAL

ARROW

T R

A V

E L D

IS

T

A N

C E

TRAVEL DISTANCE: 73'-0"

T R

A V

E L D

IS

T

A N

C E

TRAVEL DISTANCE: 32'-0"

PERSONS

REQUIRED

PROVIDED

9.2"

34"

WAREHOUSE

AREA: 4,135 FT2

LOAD FACTOR: 100

OCCUPANT LOAD: 42

OFFICE

AREA: 400 FT2

LOAD FACTOR: 150

OCCUPANT LOAD: 3

STORAGE

AREA: 150 FT2

LOAD FACTOR: 300

OCCUPANT LOAD: 2

PERSONS

REQUIRED

PROVIDED

1"

34"

FE

FE

UP

H E

A D

C L

E A

R A

N C

E

STORAGE

AREA: 1000 FT2

LOAD FACTOR:300

OCCUPANT LOAD: 4

STORAGE

H E

A D

C L

E A

R A

N C

E

SLIDING GATE

SECTION

DN

M A

X D

IS

T

A N

C E

T O

T O

P O

F E

X T

IN

G

U

IS

H E

R

M A

X

WALL MOUNTED

FIRE EXTINGUISHER

FLOOR LINE

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

N T

R A

C T

N

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

D E

L

IV

E R

Y O

R D

E R

N O

C

K D

B Y x

F

IL

E N

U M

B E

R

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

N

IC

A L R

A N

G E

A R

C H

IT

E

C T

U R

A L E

N G

IN

E

E R

IN

G

S E

R V

IC

E

S

A A rh o d e s b ri

T H

S P

A C

E W

IN

G

C C

A F

S F

L

A s i n d ic a te d

/1

/2

:2

:1

P

M

R E

N O

V A

T

IO

N S

T O

S T

O R

M A

G A

G

F A

C

IL

IT

Y

B

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

G-101

L

IF

E S

A F

E T

Y P

L A

N

D B

E H

-1

A I

G -1

F A

-1

-F

A

D E

C E

M B

E R

F A

F A

F A

-1

-F A

D W

G M

D W

E G

R E

S S

R O

U T

E P

L A

N

K C

04 8 16268

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

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

A1 LIFE SAFETY PLAN - GROUND LEVEL

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

A4 LIFE SAFETY PLAN - MEZZANINE LEVEL

04 8 16268

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

BUILDING CODE ANALYSIS

INTERNATIONAL BUILDING CODE [2018]

505.2 MEZZANINES - A mezzanine or mezzanines in compliance with Section 505.2 shall be considered a portion of the story below. Such mezzanines shall not contribute to either the building area or number of stories as regulated by Section 503.1 The area of the mezzanine shall be included in determining the fire area. The clear height above and below the mezzanine floor construction shall be not less than 7 feet.

505.2.1 AREA LIMITATION - The aggregate area of a mezzanine or mezzanines with a room shall be not greater than one-third of the floor area of that room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is located. In determining the allowable mezzanine area, the area of the mezzanine shall not be included in the floor area of the room.

1" = 1'-0"G-101

B5 FIRE EXTINGUISHER

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. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR MUST NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY IN ACCORDANCE WITH THE CONTRACTING OFFICER, AND MUST TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY.

THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ANY HAZARDOUS WASTE MATERIALS IN ACCORDANCE

WITH FEDERAL, STATE AND LOCAL REGULATIONS.

28. THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY THE CONTRACTOR AND ITS SUBCONTRACTORS IS NOT ALLOWED ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR IS REQUIRED TO NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY IN ACCORDANCE WITH THE CONTRACTING OFFICER, AND TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ANY HAZARDOUS WASTE MATERIALS IN ACCORDANCE WITH

FEDERAL, STATE AND LOCAL REGULATIONS.

29. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE," POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C.

SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED BIPHENYLS, ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION.

1. REMOVE ALL EXCAVATED MATERIAL AND CONSTRUCTION AND DEMOLITION DEBRIS FROM THE PROJECT SITE AND PROPERLY DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REQUIREMENTS. PROJECT

SITE IS UNDER EXISTING SJRWMD ERP NUMBER 33868-1.

2. THE EROSION CONTROL MEASURES TO BE TAKEN IN CONFORMANCE WITH CCAFS, FDEP, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, AND ANY OTHER LOCAL, STATE, OR FEDERAL AGENCIES HAVING

JURISDICTION.

3. INSTALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION COMMENCEMENT.

4. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE CONTRACTOR FOR THIS PROJECT SHOULD BE MADE FOLLOWING ASSESSMENT OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE CONTRACTING OFFICER AND APPROPRIATE AGENCIES. THE CONSTRUCTION SEQUENCING SHOULD BE THOUGHT OUT IN ADVANCE OF INITIATION TO

PROVIDE ADEQUATE PROTECTION OF WATER QUALITY.

5. THE TYPE OF EROSION CONTROL BARRIERS USED ARE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES.

IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY

CONTROL MEASURES IF CONDITIONS WARRANT.

6. MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. SUCH DEVICES

TO REMAIN UNTIL SUFFICIENT GROUND COVER IS ESTABLISHED.

7. INSPECT THE SITE ROUTINELY AFTER RAINFALL EVENTS. EQUIPMENT SHOULD BE AVAILABLE AT THE SITE AT

ALL TIMES TO MAKE REPAIRS AS NECESSARY.

8. INSTALL TEMPORARY EROSION CONTROL BARRIERS IN COORDINATION WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE, AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT.

9. SCHEDULE OPERATIONS SUCH THAT THE AREA OF UNPROTECTED, ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS MUST BE AS SHORT AS

PRACTICABLE.

10. STABILIZE EXPOSED SOILS AS SOON AS POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR SELECTING AND

PROVIDING TEMPORARY AND PERMANENT STABILIZATION METHODS.

11. INSTALL ENERGY DISSIPATERS, INCLUDING BUT NOT LIMITED TO RIP-RAP, GRAVEL, HAY BALES, VEGETATION OR GEOTEXTILES, AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING IS OBSERVED.

12. IF VEHICLE OR EQUIPMENT WASHDOWN DEBRIS/AREAS IS REQUIRED, OBTAIN APPROVAL FROM THE

CONTRACTING OFFICER.

13. STOCKPILE EXCAVATED MATERIAL IN SUCH A MANNER THAT PREVENTS DIRECT OFFSITE DISCHARGE FROM THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY, WETLAND, OR STORMWATER MANAGEMENT FACILITY.

14. CONSTRUCT ALL PROJECT FEATURES TO PREVENT EROSION AND SEDIMENTATION AND MAINTAIN

THROUGHOUT THE LIFE OF CONSTRUCTION.

15. THROUGHOUT CONSTRUCTION CONTRACTOR TO PERFORM ONGOING INSPECTIONS AND PERIODIC MAINTENANCE AND OFTEN AS NECESSARY TO ENSURE THAT THE ABOVE METHODS ARE WORKING SUITABLY, NEEDED AS OFTEN AS DAILY IF CONDITIONS SO WARRANT. MAINTAIN A WRITTEN RECORDED OF ALL EROSION CONTROL INSPECTIONS, INCIDENTS, AND MODIFICATIONS AND MAKE ALL RECORDS AVAILABLE UPON REQUEST

OF THE CONTRACTING OFFICER.

16. THROUGHOUT CONSTRUCTION PROTECT AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS AND RESTORE EXISTING GRADES, CONVEYENCES AND ASSOCIATED INFRASTRUCTURE TO MATCH EXISTING CONDITIONS.

EROSION AND TURBIDITY CONTROL GENERAL NOTES:

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

N T

R A

C T

N

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

D E

L

IV

E R

Y O

R D

E R

N O

C

K D

B Y x

F

IL

E N

U M

B E

R

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

N

IC

A L R

A N

G E

A R

C H

IT

E

C T

U R

A L E

N G

IN

E

E R

IN

G

S E

R V

IC

E

S

A A rh o d e s b ri

T H

S P

A C

E W

IN

G

C C

A F

S F

L

/8

/2

/2

:3

:4

P

M

R E

N O

V A

T

IO

N S

T O

S T

O R

M A

G A

G

F A

C

IL

IT

Y

B

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

C-001

C

IV

IL

G

E N

E R

A L

N O

T E

S I

D B

E H

-1

C -0

F A

-1

-F

A

S E

P T

E M

B E

R

F A

F A

F A

-1

-F A

B T

M J

J L

J

MARK DESCRIPTION DATE APPR

ACI MINIMUM STANDARD HOOK EXTENSION LENGTHS

#3 #4 #5 #6 #7 #8 #9 #10 #11

STIRRUPS & TIES

90° BEND PLUS

2.25" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

STIRRUPS & TIES

135° BEND PLUS

3" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

OTHER BARS 90°

BEND PLUS

4.5" 6" 7.5" 9" 10.5" 12" 13.75" 15.5" 7"

OTHER BARS 180°

BEND PLUS

2.5" 2.5" 2.5" 3" 3.5" 4" 4.75" 5.25" 5.75"

LAP SPLICE LENGTH - NORMAL WEIGHT CONCRETE, NO EPOXY

T O

P B

A R

S O

T H

E R

BAR SIZES (#)

3 4 5 6 7 8 9 10 11 15" 20" 24" 29" 42" 48" 55" 65" 80"3" 15" 20" 24" 29" 46" 61" 77" 97" 120"2" 15" 20" 25" 36" 62" 81" 102" 130" 160"1 1/2" 18" 32" 50" 73" 106" 121" 136" 153" 170"3/4"

12" 15" 19" 23" 33" 37" 42" 50" 62"3" 12" 15" 19" 23" 36" 47" 59" 75" 92"2" 12" 15" 20" 28" 48" 62" 79" 100" 123"1 1/2"

14" 25" 39" 56" 81" 93" 105" 118" 131"3/4"

#3 #4 #5 #6 #7 #8 #9 #10 #11

DEFORMED REBAR

TYPE

STIRRUPS & TIES

OTHER BARS 2.25" 3" 3.75" 4.5" 5.25" 6" 9" 10.25" 11.25"

MIN INSIDE DIAMETER OF BEND

1.5" 2" 2.5" N/A N/A N/A N/A N/A N/A

REQUIRED EMBEDEMENT DEPTH OF STANDARD ACI HOOKS INTO CONCRETE

NORMAL WEIGHT

CONCETE TYPE

BAR SIZES

4 5 6 7 8 9 10 113

8" 10" 12" 15" 17" 19" 22" 25" 27"

LEAST

CONCRETE

COVER AT BAR

CONCRETE PROTECTION FOR REINFORCEMENT:

STRUCTURAL SYSTEM

FOOTINGS (CAST AGAINST AND EXPOSED TO EARTH)

COVER

(INCHES)

1 1/2

FOOTINGS AND WALLS (FORM CAST AND EARTH EXPOSED)

SLABS (EARTH EXPOSED)

SLABS (EXTERIOR EXPOSED)

SLABS (ABOVE GRADE)

1. CONCRETE REINFORCEMENT STEEL INSTITUTE (CRSI) AND AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS

APPLY.

2. ALL DEFORMED BARS MUST CONFORM TO ASTM A615, GRADE 60 AND BE INSTALLED IN ACCORDANCE WITH

ACI 315-99.

3. ALL REINFORCEMENT MUST BE COLD BENT. REINFORCEMENT PARTIALLY EMBEDDED IN GROUT MUST NOT BE

FIELD BENT.

4. MECHANICAL SPLICES, CONFORMING TO ACI 318-14, SECTION 25.5.7 CAN BE SUBSTITUTED FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL SPLICES MUST DEVELOP 125% (MINIMUM) OF THE YIELD STRENGTH OF THE

CONNECTING REBAR.

5. AT THE TIME OF CONCRETE PLACEMENT, ALL REINFORCEMENT MUST BE FREE OF DIRT, DEBRIS, CORROSION, OIL, NONMETALLIC COATINGS OR OTHER DELETERIOUS MATERIAL THAT REDUCE BOND STRENGTH WITH

CONCRETE.

6. ALL WELDED WIRE FABRIC MUST CONFORM TO ASTM A185 AND BE LAPPED ONE FULL MESH PANEL PLUS 2

INCHES AT SIDES AND ENDS AND WIRED TOGETHER.

7. ALL REINFORCING STEEL MUST BE SUPPORTED IN STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. THE SUPPORT OF THE REINFORCING STEEL AND THE WIRE MESH AT THE FOUNDATIONS AND SLAB-ON-GRADE ARE TO BE PROVIDED BY PRECAST CONCRETE BRICKS AT 2 FEET OC. EACH WAY (MAX SPACING). SEE THE

SPECIFICATIONS FOR FURTHER REQUIREMENTS.

8. REINFORCEMENT CHAIR LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED

STRUCTURE MUST BE FIBERGLASS REINFORCED PLASTIC OR PLASTIC COATED STEEL.

REINFORCING STEEL GENERAL NOTES:

1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:

ACI 318 (CODE)

ACI 304 (PLACING)

ACI 306 (WINTER CONCRETE)

ACI 315/SP66 (DETAILING)

ACI 305 (HOT WEATHER CONCRETE)

ACI 347 (FORM WORK)

ACI 211.1 (MIX PROPORTIONING)

2. ALL CONCRETE MUST BE 5,000 PSI, TYPE I OR II, NORMAL WEIGHT, PORTLAND CEMENT CONCRETE.

3. CALCIUM CHLORIDE MUST NOT BE USED IN ANY FORM.

4. SITE ADDED WATER IS PERMITTED PROVIDED MAX WATER TO CEMENT RATIO ARE NOT EXCEEDED; HOWEVER, NOT MORE THAN ONE GALLON OF WATER PER CUBIC YARD MAY BE USED TO ADJUST THE MIX AT THE JOB SITE.

5. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING EQUIPMENT. DO

NOT OVER-CONSOLIDATE.

6. DO NOT PLACE CONCRETE DURING RAIN OR IF RAIN IS LIKELY TO OCCUR PRIOR TO CONCRETE HARDENING.

CONCRETE GENERAL NOTES:

1. ALL FOUNDATIONS MUST BEAR ON FIRM, UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. COORDINATE ELEVATIONS OF FOOTINGS AND ABOVE GRADE COMPONENTS TO PROVIDE PROPER FINISHED ELEVATIONS OF

STRUCTURAL ELEMENTS.

2. EXCAVATE THE FOUNDATIONS TO THE BOTTOM OF FOOTING ELEVATIONS AND VERIFY THE IN-PLACE COMPACTION FOR A DEPTH OF ONE FOOT BELOW THE FOUNDATIONS BOTTOMS. IF NECESSARY, COMPACT THE SOILS AT THE BOTTOM OF THE EXCAVATIONS TO A MINIMUM OF 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) FOR A DEPTH OF ONE FOOT BELOW THE FOUNDATION BOTTOMS.

3. IF IN PLACE MATERIALS ARE FOUND TO BE UNSUITABLE, OVER-EXCAVATE AND BACKFILL WITH CRUSHED STONE STRUCTURAL FILL, COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).

4. DEWATER, AS REQUIRED, TO PROVIDE EXCAVATIONS FREE OF STANDING WATER AT THE TIME OF CONCRETE

PLACEMENT.

5. COMPACT NATIVE SUBGRADE TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IN

ACCORDANCE WITH ASTM D-1557.

6. FOR CONDUIT AND GROUND CONDUCTOR PLACE CLEAN GRANULAR FILL IN 6 INCH LIFTS AND COMPACT TO A MINIMUM OF 90% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.

7. PLACE #57 STONE BASE, WHERE SPECIFIED, AND PROVIDE THREE PASSES WITH VIBRATORY PLATE COMPACTION. REFERENCE INDIVIDUAL DETAIL FOR DEPTH OF BASE. LIFTS NOT TO EXCEED SIX (6) INCHES.

8. INSTALL 15 MIL VAPOR BARRIER BETWEEN NEW CONCRETE AND BASE MATERIAL.

9. COORDINATE ALL NEW EXCAVATIONS WITH EXISTING CONDITIONS AND VERIFY PROPOSED ELEVATIONS.

REPORT CONFLICTS TO THE CONTRACTING OFFICER.

10. WHERE EARTH FORMING IS USED, EXCAVATIONS FOR FOUNDATIONS MUST NOT BE LARGER THAN THE INDICATED FOUNDATION SIZE BY MORE THAN THREE (3) INCHES IN EACH DIRECTION. REFERENCE INDIVIDUAL

DETAILS FOR DEPTH OF BASE. LIFTS NOT TO EXCEED SIX INCHES.

11. PLACE UTILITY TRENCH BACKFILL IN 12 INCH LIFTS AND COMPACT TO A MINIMUM OF 90%…