T02 Drawings 09 11 2020.pdf

PDF 14 MB Posted Feb 26, 2021

Attached to: HUD Renovation, 4th Floor - Brickell Plaza, Miami
Solicitation number: 47PE0721R0020
Issued by: General Services Administration Public Buildings Service Region 4

About this file

Written by GovTribe AI · Dec 29, 2023

This document provides details for a federal construction contract opportunity with the General Services Administration Public Buildings Service Region 4. The solicitation is for a design-build contract to renovate and reconfigure office space for the Department of Housing and Urban Development located in the Brickell Plaza building in Miami, Florida. Key aspects of the project include selective demolition, new construction, and upgrades to architectural, electrical, mechanical, fire protection and communication systems. The project goal is to co-locate HUD audit, investigative, evidence and firearms rooms. The estimated value is between $500,000 to $1 million. The solicitation will be issued on or around March 11, 2021 with a 180 day period of performance for substantial completion. The acquisition is fully set aside for Service-Disabled Veteran Owned Small Businesses. Interested parties must register in the System for Award Management to receive award consideration and should monitor the site for solicitation updates and amendments.

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File	Type	Posted
T02 Design Narrative 09 11 2020.pdf	PDF	Feb 26, 2021
T02 Specifications 09 11 2020.pdf	PDF	Feb 26, 2021

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PROJECT

LOCATIONPROJECT LOCATION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FLORIDA 33131

Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, NC

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

FOR THE

UNITED STATES GENERAL

SERVICES ADMINISTRATION

PROPERTY OF THE UNITED STATES

GOVERNMENT COPYING,

DISSEMINATION, OR DISTRIBUTION

OF THESE DRAWINGS, PLANS OR

SPECIFICATIONS TO

UNAUTHORIZED PERSONS IS

PROHIBITED

Do not remove this notice

Properly destroy documents when no longer needed

CONSULTANTS

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE PROPERLY DESTROY OR RETURN DOCUMENTS

WHEN NO LONGER NEEDED

Wilmington, SC

G-001

JLR

DCVT

G-001.DWG

COVER SHEET

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE MIAMI, FL 33131

HUD OFFICE RENOVATION 4TH FLOOR

09/11/2020

SCALE: NOT TO SCALE2

STATE MAP

SCALE: NOT TO SCALE1

VICINITY MAP

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

/20

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, SC

G-002

JLR

DCVT

G-002.DWG

INDEX OF DRAWINGS

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

INDEX OF DRAWINGS

# OF

TOTAL

SHEET

NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 INDEX OF DRAWINGS

3 G-003 LIFE SAFETY ANALYSIS

4 G-004 LIFE SAFETY PLAN

ARCHITECTURAL

5 A-001 ABBREVIATIONS AND LEGENDS

6 A-002 GENERAL ARCHITECTURAL NOTES

7 A-003 PARTITION TYPES AND DETAILS

8 AD101 DEMOLITION FOURTH FLOOR PLAN

9 AD102 DEMOLITION FOURTH FLOOR RCP

10 A-101 FOURTH FLOOR NEW WORK PLAN

11 A-102 FOURTH FLOOR NEW WORK RCP

12 A-401 INTERIOR ELEVATIONS AND DETAILS

13 A-601 SCHEDULES AND DOOR DETAILS

INTERIORS

14 I-001 GENERAL NOTES, ABBREVIATIONS AND SCHEDULES

15 I-101 FOURTH FLOOR FURNITURE PLAN

16 I-102 FOURTH FLOOR FINISH PLAN

17 I-103 FOURTH FLOOR SIGNAGE PLAN

FIRE PROTECTION

18 F-001 ALARM GENERAL NOTES, LEGENDS, AND DIAGRAMS

19 F-002 SUPPRESSION GEN. NOTES, LEGENDS, AND DIAGS.

20 FD101 FOURTH FLOOR DEMOLITION PLAN

21 F-101 FOURTH FLOOR ALARM PLAN

22 F-102 FOURTH FLOOR SUPPRESSION PLAN

MECHANICAL

23 M-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

24 MD101 FOURTH FLOOR DEMOLITION PLAN

25 M-101 FOURTH FLOOR PLAN

26 M-401 ENLARGED VIEWS

27 M-501 DETAILS

28 M-701 CONTROLS

ELECTRICAL

29 E-001 GENERAL NOTES, LEGEND AND MOUNTING HEIGHTS

30 ED101 FOURTH FLOOR DEMOLITION PLAN

31 E-101 FOURTH FLOOR POWER PLAN

32 E-102 FOURTH FLOOR EQUIPMENT PLAN

33 E-103 FOURTH FLOOR LIGHTING PLAN

34 E-501 LIGHTING SCHEDULE AND DETAILS

35 E-601 RISER DIAGRAM AND PANEL SCHEDULES

TELECOMMUNICATIONS

36 T-101 FOURTH FLOOR COMMUNICATIONS PLAN

37 T-501 DETAILS

TOTAL: 37

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, SC

G-003

JLR

DCVT

G-003.DWG

LIFE SAFETY ANALYSIS

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS

REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS

DESIGNED

(IN HOURS)

NOTES

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS

AND PARTITIONS

(PER IBC TABLE

601 AND 602)

- EXTERIOR

- INTERIOR

FLOOR CONSTRUCTION

INCLUDING SUPPORTING

BEAMS AND JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION

INCLUDING SUPPORTING

BEAMS AND JOISTS

(PER IBC TABLE 601)

FIRE PARTITIONS

(PER NFPA 101 39.3.6)

INCIDENTAL ACCESSORY

OCCUPANCIES

(PER IBC TABLE 509)

OCCUPANCY

SEPARATION WALLS

(PER IBC TABLE 508.4)

2 N/A

EXISTING TO REMAIN

0 0

EXISTING TO REMAIN

2 N/A EXISTING TO REMAIN

1 N/A EXISTING TO REMAIN

N/A N/A NONE WITHIN MODIFIED

AREA

N/A N/A NONE WITHIN MODIFIED

AREA

0 0 NONE WITHIN MODIFIED

AREA

BUILDING HEIGHT

AS DESIGNED

(PER IBC TABLE 504.3

AND 504.4)

AS ALLOWED BY IBC

TOTAL HEIGHT

IN FEET IN STORIES IN FEET IN STORIES

121'-8" 9 180 12

121'-8' 9 180 12

BUILDING AREA

ALLOWABLE AREA PER FLOOR:

ACTUAL AREA PER FLOOR:

FOURTH FLOOR

AREA OF PROJECT SCOPE ON FOURTH FLOOR:

AREAS PROVIDED FOR REFERENCE ONLY. REFERENCE ORIGINAL

CONSTRUCTION DRAWINGS FOR EXISTING BUILDING AREA INFORMATION.

NO YES

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION:

TYPE:

(IBC 602)

DOES BUILDING HAVE ACCESSORY

OCCUPANCY (IES)?: (IBC 508.2)

WHAT PERCENT OF STORY IS

ACCESSORY OCCUPANCY?:

DOES BUILDING REQUIRE INCIDENTAL USE

AREA SEPARATION?:

(IBC 509)

MIXED OCCUPANCIES?: (IBC 508.1)

OCCUPANCY GROUP:

NON SEPARATED?: (IBC 508.3)

SEPARATED?: (IBC 508.4)

NFPA IBC

TYPE I-B

- EXISTING BUSINESS -

NFPA 101, 6.1.11.1 AND

CHAPTER 39

- NEW ASSEMBLY - NFPA

101, 6.1.2.1 AND CHAPTER

- GROUP B - IBC 304

- GROUP A3 - IBC 303

FIRE PROTECTION / LIFE SAFETY /

ACCESSIBILITY CODE REVIEW

HUD OFFICE RENOVATION 4TH FLOOR

PROJECT'S APPLIED CODES AND STANDARDS

A. IBC 2018: INTERNATIONAL BUILDING CODE (UNALTERED) FOR FIRE RESISTANCE

REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITS, AND

BUILDING SEPARATION DISTANCE

B. IFC 2018: INTERNATIONAL FIRE CODE, FOR DETERMINING VEHICLE ACCESS

REQUIREMENTS

C. NFPA 10, 2018: STANDARD FOR PORTABLE FIRE EXTINGUISHERS

D. NFPA 101, 2018: LIFE SAFETY CODE, FOR BUILDING EGRESS AND LIFE SAFETY

E. NFPA 13, 2019: STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS,

MINIMUM REQUIREMENTS FOR DESIGN AND INSTALLATION OF AUTOMATIC FIRE

SPRINKLER SYSTEMS AND EXPOSURE PROTECTION

F. NFPA 70, 2020: NATIONAL ELECTRICAL CODE (NEC)

G. NFPA 72, 2019: NATIONAL FIRE ALARM AND SIGNALING CODE

H. NFPA 80, 2019: STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVES

I. ABAAS (ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS), 2017

EDITION

J. GSA PBS-P100 2018 FACILITIES STANDARDS FOR THE PUBLIC BUILDING SERVICE

K. FLORIDA ACCESSIBILITY CODE, 2017 EDITION

FIRE WALLS

(PER IBC TABLE 706.4):

FIRE BARRIERS

(PER IBC TABLE 707.3.10):

OTHER REQUIREMENTS: RATING AS

REQUIRED

(IN HOURS)

RATING AS

DESIGNED

(IN HOURS) NOTES

OPENING PROTECTIVES

(PER IBC SECTION 716

AND TABLE716.5):

THRU-PENETRATIONS

(PER IBC SECTION 716

AND TABLE716.5):

N/A N/A NONE WITHIN

MODIFIED AREA

N/A N/A NONE WITHIN

MODIFIED AREA

N/A N/A NONE WITHIN

MODIFIED AREA

N/A N/A NONE WITHIN

MODIFIED AREA

NO YES

GENERAL FIRE PROTECTION REQUIREMENTS

SEPARATIONS:

(PER IBC SECTION 718)FIREBLOCKING REQUIRED?:

(PER IBC SECTION 718)DRAFTSTOPPING REQUIRED?:

(PER IBC SECTION 909)SMOKE CONTROL SYSTEM

REQUIRED?:

(PER IBC SECTION 709)SMOKE BARRIERS REQUIRED?:

(PER IBC SECTION 710)SMOKE PARTITION REQUIRED?:

(PER NFPA 101: 39.3.6)FIRE PARTITION REQUIRED?:

(PER IBC TABLE 508.4)FIRE BARRIER REQUIRED?:

ALARM AND DETECTION:

(PER NFPA 101: 39.3.4.1.1)FIRE ALARM SYSTEM REQUIRED?:

(PER IFC 908)

EMERGENCY ALARM SYSTEM

REQUIRED?:

FIRE ALARM SYSTEM PROVIDED?:

VERTICAL ENCLOSURES:

STAIRS?:

SHAFT WALLS?:

(PER NFPA 101, 7.1.3.2.1)

(PER IBC TABLE 713)

FIRE RATING:

SHAFT ENCLOSURES?: (PER IBC TABLE 713)

FIRE RATING:

(PER IFC 908)

EMERGENCY ALARM SYSTEM

PROVIDED?:

NO YES

SUPPRESSION:

(PER PBS-P100 AND IBC 905)STANDPIPES REQUIRED?:

(PER PBS-P100 7.8)SPRINKLERS REQUIRED?:

SPRINKLERS PROVIDED?:

(PER PBS-P100 7.9.5)

PORTABLE EXTINGUISHERS

REQUIRED?:

(PER PBS-P100)

OTHER SUPPRESSION

SYSTEMS REQUIRED?:

(PER PBS-P100)

SMOKE AND HEAT VENTS

REQUIRED?:

EMERGENCY VOICE COMMUNICATION SYSTEM:

EMERGENCY VOICE COMMUNICATION SYSTEM?:

LIGHT HAZARD AREAS: ORDINARY HAZARD AREAS:

*REFER TO FIRE PROTECTION SHEETS FOR WATER SUPPLY INFORMATION AND

DESIGN CRITERIA

ENCLOSURE PROTECTION:

ROOMS REQUIRING A

FIRE RATED SEPARATION:

- GRAND JURY ROOM, ENTRY

- INTERVIEW ROOM, ASAC

- BREAKROOM, ARIGA

- CONFERENCE ROOM, OPEN

OFFICE

- EVIDENCE ROOM

- FIREARMS ROOM

- SHARED FILES ROOM

- LAN

MEANS OF EGRESS

EGRESS WIDTH

(PER NFPA 101: TABLE

7.3.4.1)

CORRIDOR WIDTH

(PER NFPA 101: 39.2.3.2)

CORRIDOR FIRE-

RESISTANCE RATING

(PER NFPA 101: 39.3.6)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH (PER

NFPA 101, TABLE 7.3.3.1)

COMMON PATH OF

EGRESS TRAVEL (PER

NFPA 101: 39.2.5.3.1)

EXIT ACCESS TRAVEL

DISTANCE (PER NFPA 101:

39.2.6.2)

DEAD ENDS (PER NFPA

101: TABLE A.7.6)

MINIMUM NUMBER OF

EXITS FOR OCCUPANT

LOAD (PER NFPA 101:

39.2.4.3)

VERTICAL EXIT

ENCLOSURES

(PER NFPA 101: 8.6)

HORIZONTAL EXIT

(PER NFPA 101: 7.2.4)

EXIT ACCESS

CORRIDOR WALLS

(PER NFPA 101: 39.3.6)

>/=36" 36"

>/=44" 0" NONE WITHIN MODIFIED

AREA

NONE WITHIN MODIFIED

AREA

NONE WITHIN MODIFIED

AREA

NONE WITHIN MODIFIED

AREA

NONE WITHIN MODIFIED

AREA

N/A N/A

100'-0" 72'-8'

300'-0" 140'-5"

</=50' 0"

1 1

N/A N/A

0 0

ILLUMINATION OF

MEANS OF EGRESS (PER

NFPA 101: 7.8 AND 39.2.8)

EMERGENCY LIGHTING

(PER NFPA 101: 7.9 AND

39.2.9.1)

MARKING OF MEANS

OF EGRESS

(PER NFPA 101: 7.10

AND 39.2.10)

REQUIREDCODE ITEM PROVIDED NOTES

INTERIOR FINISHES

(PER NFPA 101:

CHAPTER 10 AND

TABLE A.10.2.2)

FIRE DAMPERS

(PER NFPA 90A: 5.3.1.1

AND 5.3.1.2)

SMOKE DAMPERS

(PER NFPA 90A: 5.3.1.1,

5.3.1.2, AND IBC 716)

DUCT SMOKE DETECTORS

(PER NFPA 90A: 6.4.2.1)

ADDITIONAL LIFE SAFETY FEATURES

>/=1.0

FOOT

CANDLE

AT FLOOR

LEVEL

REQUIRED

>/=1.0

FOOT

CANDLE

AT FLOOR

LEVEL

REQUIRED

NONE REQUIRED WITHIN

MODIFIED AREA

EXISTING TO REMAIN

EXIT SIGN

AT EACH

EXIT

REQUIRED

EXITS A

OR B EXIT

ACCESS

A OR B

OTHER A,

B, OR C

REQUIRED

NO NO

N/A N/A

ROOF ACCESS

(PER IBC 1011.12)

FIRE DEPARTMENT

VEHICLE ACCESS

(PER PBS-P100: 2.3.2.4

AND NFPA 1: 3.5)

FIRE HYDRANT

INSTALLATION

(PER PBS-P100: 2.7.3)

KITCHEN COOKING

EXHAUST EQUIPMENT

(PER NFPA 101: 9.2.3 AND

NFPA 96)

ACCESSIBILITY

REQUIREMENTS

(ABA CHAPTERS 1-10)

NONE WITHIN MODIFIED

AREA

N/A N/A

NONE WITHIN MODIFIED

AREA

REQUIRED

N/A N/A

EXISTING TO REMAIN

N/A N/A

EXISTING TO REMAIN

NONE WITHIN MODIFIED AREA

(PER PBS-

P100: 7.6)

UNLIMITED

24,375 SF

2,485 SF

(PER IBC TABLE 506.2)

- NEW STORAGE - NFPA

101, 6.1.13.1 AND CHAPTER

- GROUP S2 - IBC 311

No 67592

O L A

I D

F E

S S

I ON A L E

I N

E E

N S L

CI O

ALA.

K R

STATE FO

/11

EVIDENCE ROOM

GRAND JURY

ROOM

INTERVIEW ROOM

FIREARMS ROOM

SHARED FILES

ROOM

ASAC

OPEN OFFICE

BREAKROOM

ENTRY

OPEN OFFICE

LAN

ARIGA

CONFERENCE

ROOM

125 SFB

3 OCC.

258 SFA

18 OCC.

570 SFB

12 OCC.

80 SFS

1 OCC.

164 SFB

6 OCC.

87 SFA

6 OCC.

165 SFS

1 OCC.

167 SFS

1 OCC.

157 SFB

2 OCC.

117 SFS

1 OCC.

151 SFS

1 OCC.

127 SFB

3 OCC.

677 SFB

14 OCC.

EGRESS ROUTE: B

EGRESS ROUTE: A

COMMON ROUTE: A

COMMON ROUTE: B

33" 32"

*APPROXIMATELY 106' TRAVEL DISTANCE

TO SECONDARY EXIT AT CENTRAL STAIR

EXIT SIGN

COMMON PATH OF

TRAVEL DISTANCE

EGRESS TRAVEL DISTANCE

36" 36"

EGRESS DOOR TAG

OCCUPANTS SERVED

EXIT CAPACITY

EXIT WIDTH

REQUIRED EXIT WIDTH

B164 SF

2 OCC.

AREA OCCUPANCY TAG

OCCUPANTS PER SF

SF OF AREA

OCCUPANCY TYPE

AREA OCCUPANY LOAD

LEGEND

02 4 8134

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

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

PLAN NORTH

Wilmington, SC

G-004

JLR

DCVT

G-004.DWG

LIFE SAFETY PLAN

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

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

FOURTH FLOOR LIFE SAFETY PLAN

ROUTE DISTANCES

MARK LENGTH

COMMON PATH TRAVEL DISTANCE

A 68'-3"

B 72'-8"

EGRESS TRAVEL DISTANCE

A 133'-4"

B 140'-5"

OCCUPANT LOAD

OCCUPANCY AREA

MAXIMUM AREA

ALLOWED PER

OCCUPANT

(SF/OCC)

CALCULATED

OCCUPANCY LOAD

ASSEMBLY (CONCENTRATED) 345 SF 15 24

BUSINESS 157 SF 150 2

BUSINESS (COLLABORATION) 164 SF 30 6

BUSINESS (CONCENTRATED) 1,499 SF 50 32

EXTERIOR WALLS 460 SF 0 0

NOT IN CONTRACT 21,070 SF 0 0

STORAGE 681 SF 10

24,375 SF 74

AREA OF WORK

No 67592

O L A

I D

F E

S S

I ON A L E

I N

E E

N S L

CI O

ALA.

K R

STATE FO

/11

EARTH

CONCRETE/GROUT

CONCRETE

MASONRY UNITS

(CMU)

CMU IN SECTION

FACE BRICK

IN SECTION

CMU RUNNING

BOND ELEVATION

MODULAR BRICK

ELEVATION

EXPOSED FINISHED

WOOD TRIM IN SECTION

RIGID INSULATION

IN SECTION

BATT

INSULATION -

THERMAL

SAND/E.I.F.S./

PLASTER/STUCCO

MATERIAL LEGEND:

STEEL IN SECTION

PLYWOOD IN

SECTION

ELEVATIONS OF

GLAZING

SYMBOLS:

REVISION NUMBER

LIMIT OF REVISION AREA

REVISION CLOUD AND

NUMBER INDICATOR

A1 View Name

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

A-101

DRAWING VIEW TITLE

DRAWING VIEW SCALE

DRAWING VIEW NUMBER

DRAWING TITLE INDICATOR

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

LIMIT OF ENLARGED AREA

ENLARGED DETAIL/AREA INDICATOR

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

WALL/BUILDING SECTION INDICATOR

SHEET DETAIL IS LOCATED ON

LIMIT OF CUTTING PLANE

DETAIL NUMBER

DIRECTION OF ELEVATION

EXTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

DIRECTION OF ELEVATION

INTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DRAWING SCALE INDICATOR164 8268

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

GRAPHIC SCALE

NORTH ARROW

A101

A1 A-101

PLAN NORTH

KEYNOTE INDICATORS

KEYNOTEDA1

PLAN NORTH ARROW

TRUE NORTH ARROW

LEVEL NAME

LEVEL INDICATOR

LEVEL NAME

0'-0" ELEVATION HEIGHT

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, SC

A-001

JLR

DCVT

A-001.DWG

ABBREVIATIONS AND LEGENDS

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

TOC TOP OF CONRETE

TC TOP OF CURB

TOS TOP OF STEEL

TW TOP OF WALL

TU TOUCH UP

TYP. TYPICAL

UL UNDERWRITERS LABORATORIES

UNFIN. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

V.T.R. VENT THRU ROOF

VERT. VERTICAL

VEST. VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

W.C. WATER CLOSET

W.R.G.B. WATER-RESISTANT GYP. BOARD

W.S. WEATHERSTRIPPING

W.B. WHITE BOARD

W. WIDTH

WDW. WINDOW

W.R.O. WINDOW ROUGH OPENING

W.M.P. WIRE MESH PARTITION

W/ WITH

W/O WITHOUT

WD WOOD

YD. YARD

MISC. MISCELLANEOUS

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

O.C. ON CENTER

OWMG ONE-WAY MIRRORED GLASS

O.W. OPEN WEB

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER

INSTALLED

PT PAINT

PR. PAIR

PNL PANEL

PART. PARTITION

PLAS. PLASTER

PLAN. PLASTIC LAMINATE

PL PLATE

PLYWD PLYWOOD

LBS. POUNDS

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PDU POWER DISTRIBUTION UNIT

P.M.J.F. PRE-MOLDED JOINT FILLER

PRE-FAB PREFABRICATED

Q.T. QUARRY TILE

RAF RAISED ACCESS FLOOR

RECEP. RECEPTIONIST

REF. REFERENCE

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSE

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

RB RUBBER BASE

SCHED. SCHEDULE

SECT. SECTION

S.G. SEMI-GLOSS PAINT

SSK SERVICE SINK

SHT. MET. SHEET METAL

SIM. SIMILAR

SCWD SOLID CORE WOOD

STC SOUND TRANSMISSION CLASS

SPEC. SPECIFICATION

SFRM SPRAYED FIRE-RESISTIVE

MATERIAL

SQ. SQUARE

ST. STAIN

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T.B. TACKBOARD

TEL. TELEPHONE

TG TEMPERED GLASS

THK. THICK

T'HOLD THRESHOLD

TOIL. TOILET

EXP. EXPANSION/EXPOSED

EXP. TO

STRUCT.

EXPOSED TO STRUCTURE

EXT. EXTERIOR

EIFS EXTERIOR INSULATION

FINISHING SYSTEM

F.O.G. FACE OF GIRT

FAC. FACTORY

FT. FEET

FV FIELD VERIFY

FIN. FINISH

F.F. FINISHED FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FLR. FLOOR

F.D. FLOOR DRAIN

FLOUR. FLUORESCENT

FTG. FOOTING

FDN. FOUNDATION

GA. GAGE OR GAUGE

GALV. GALVANIZED

G.L. GIRT LINE

GL. GLASS

G.P. GLOSS PAINT

GOVT. GOVERNMENT

G.F.G.I. GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GYP. GYPSUM

GYP. BD.

(GWB)

GYPSUM BOARD

G.B.F. GYPSUM BOARD FURRING

HR. HANDRAIL

HDW. HARDWARE

H.V.A.C. HEATING VENTILATION & AIR

CONDITIONING

HGT. HEIGHT OR HIGH

H.P. HIGH POINT

HM HOLLOW METAL

HKS HOOKS

HORIZ. HORIZONTAL

HB HOSE BIBB

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

J.C. JANITOR'S CLOSET

JT JOINT

JST. JOIST

K.P. KICK PLATE

LAM. LAMINATE

LDG LANDING

LAV. LAVATORY

L.H. LEFT HAND

LHR LEFT HAND REVERSE

LT. LIGHT

LTG LIGHTING

LONG. LONGITUDINAL

LVR. LOUVER

LP. LOW POINT

MGR. MANAGER

MANUF. MANUFACTURER

M.B. MARKER BOARD

MAS. MASONRY

M.O. MASONRY OPENING

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

M.W.P. METAL WALL PANEL

MIN. MINIMUM

A.F.F. ABOVE FINISHED FLOOR

ACC. DR. ACCESS DOOR/PANEL

A.F. ACCESS FLOORING

ACCESS. ACCESSORIES

ACOUST. ACOUSTICAL

ACT. ACTIVE

ADJ. ADJUST/ADJUSTABLE

A.C. AIR CONDITIONING

ALUM. ALUMINUM

ADAAG AMERICAN WITH DISABILTITES

ACCESSIBILITY GUIDELINES

A.B. ANCHOR BOLT

& AND

ANG. ANGLE

ANOD. ANODIZED

APP. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

A.W.I. ARCHITECTURAL WOODWORK

INSTITUTE

@ AT

AVG. AVERAGE

BM. BEAM

BLKG. BLOCKING

BD. BOARD

BTM. BOTTOM

B.H.M.I. BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION, INC.

BLDG. BUILDING

B.U.R. BUILT-UP ROOFING

CPT. CARPET

CLG. CEILING

CLG. HT. CEILING HEIGHT

CTR. CENTER

C. TO C. CENTER TO CENTER

CL. CENTERLINE

C.T. CERAMIC TILE

CH. CHANNEL

C.O. CLEANOUT

CLR. CLEAR

CLOS. CLOSET

COL. COLUMN

CO. COMPANY

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.F.C.I. CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

C.J. CONTROL JOINT

CORR. CORRIDOR

C.Y. CUBIC YARD

DESC. DESCRIPTION

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DWG. DRAWING

EA. EACH

E.W.C. ELECTRIC WATER COOLER

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

E.R.D. EMERGENCY ROOF DRAIN

ENGR. ENGINEER

E.P. EPOXY PAINT

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

E.J. (EXP.

JT.)

EXPANSION JOINT

ARCHITECTURAL ABBREVIATIONS:

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

1. ALL EXISTING CONDITIONS AND DIMENSIONS SPECIFIED PER ORIGINAL DESIGN DRAWINGS AND NON- DESTRUCTIVE SITE INVESTIGATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION (TYP.) AND NOTIFY GOVERNMENT PROMPTLY IF ANY DISCREPANCIES EXIST.

2. REMOVE ALL EXISTING WORK/MATERIAL, AS DESIGNATED, IN THEIR ENTIRETY DOWN TO ORIGINAL SUBSTRATES

IN INDICATED AREAS TO PERMIT COMPLETION OF ALL REPAIRS AND REPLACEMENTS.

GENERAL DEMOLITION NOTES:

1. REMOVAL OF ASBESTOS CONTAINING ROOF FLASHING REQUIRED.

2. WHERE DEMOLITION AND NEW WORK OCCURS LEAD PAINT SHALL BE REMOVED PER

STATE REGULATIONS BY APPROVED AND CERTIFIED ENTITIES REFER TO LEAD AND

ASBESTOS REPORT.

HAZARDOUS MATERIALS GENERAL NOTES:

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE CRITERIA

AND GENERAL EXTENT OF WORK INDICATED, DESCRIBED OR REQUIRED.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL

NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO

WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT

TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK

AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION, SEPARATION, RECYCLE, REMOVAL

AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. COMMENCEMENT OF WORK

SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING

CONDITIONS BEFORE COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL NEW GYPSUM BOARD SURFACES ARE TO RECEIVE ONE PRIMER COAT AND

TWO COATS OF PAINT.

11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT TO

BACK, FINISHED SURFACE TO FINISHED SURFACE.

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE

APPLIED.

13. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE

CONSTRUCTED AS DETAILED OR REFERENCED BY UL OR OTHER REFERENCE.

14. DIMENSIONS SHOWN ARE TO FACE OF STRUCTURE UNLESS SPECIFICALLY NOTED OTHERWISE.

15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.

16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES

AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL

AUTHORITIES HAVING JURISDICTION.

17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE

REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWINGS AND DETAILS.

20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED

OR FIRE-RATED AS INDICATED.

21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH

AND THE DOOR FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES.

22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES, CONDUIT AND ALL MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURAL AND

ARCHITECTURAL ITEMS.

24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANEL LOCATIONS SHALL BE REVIEWED WITH THE

CONTRACTING OFFICER PRIOR TO PROCEEDING.

25. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND

STRUCTURAL INTEGRITY OF THE BUILDING.

26. CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS

AND PROPERTY AS NECESSARY.

27. CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING

FACILITIES WITH CONTRACTING OFFICER, PRIOR TO START OF SUCH WORK.

28. THIS PROJECT HAS CONSTRUCTION THAT IS DEFERRED AND DELEGATED DESIGN. CONTRACTOR SHALL PROVIDE SUBMITTALS APPROVED AND SIGNED BY ARCHITECT OR ENGINEER LICENSED IN THE JURISDICTION

IN WHICH THE WORK IS BEING PERFORMED FOR ALL DEFERRED AND DELEGATED DESIGN.

29. PRIOR TO INSTALLING ANY MECHANICAL ANCHOR INTO EXISTING CONCRETE THE CONTRACTOR SHALL VERIFY THAT SUCH ANCHOR SHALL NOT CONFLICT WITH ANY REINFORCEMENT, EMBEDDED CONDUIT, OR

SIMILAR CONCEALED CONSTRUCTION. EXCEPTION: WELDED WIRE REINFORCEMENT.

30. ALL POST INSTALLED ANCHORS, INCLUDING ANY ADHESIVES, SHALL BE INSTALLED PER ITS INTENDED USE AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE ICC ESR IN WHICH THAT ANCHOR AND OR ADHESIVE

HAS BEEN APPROVED.

31. FURNISHING AND EQUIPMENT SHALL NOT EXCEED THE SUPERIMPOSED FLOOR LIVE LOAD OF 80PSF. SUBMIT

FF&E DRAWINGS FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION.

32. THE CONTRACTOR SHALL COMPLY WITH THE UNALTERED EDITION OF THE 2018 INTERNATIONAL BUILDING CODE AS REQUIRED PER THE 2018 EDITION OF THE P-100 FACILITIES STANDARDS FOR THE PUBLIC BUILDINGS SERVICE. STATE BUILDING CODE REQUIREMENTS SHALL NOT OVERRIDE THE UNALTERED EDITION OF THE

2018 IBC

GENERAL NOTES:

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, SC

A-002

JLR

DCVT

A-002.DWG

GENERAL ARCHITECTURAL NOTES

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

1. METAL STUD DESIGN CRITERIA: ALL INTERIOR NON-LOAD BEARING METAL STUDS

SHALL BE 20 GAUGE EQUIVALENT (18 MILS) MINIMUM UNLESS OTHERWISE NOTED.

STUDS SHALL BE DESIGNED FOR A MINIMUM 5 PSF APPLIED LATERAL LOAD WITH

MAXIMUM L/240 DEFLECTION UNLESS MORE STRINGENT REQUIREMENTS ARE

REQUIRED FOR FINISHES. STUD THICKNESS GAUGE AND DEPTHS INDICATED ARE

MINIMUMS. MAXIMUM STUD SPACING IS 16 INCHES ON CENTER. STUD GAUGES

ARE TO BE INCREASED AND OR ON CENTER SPACINGS ARE TO BE DECREASED

AS REQUIRED TO MEET LOADING AND DEFLECTION REQUIREMENTS. STUD

GAUGES ARE TO BE INCREASED AS REQUIRED TO MEET SCREW RETENTION

REQUIREMENTS AS STATED BY FINISH MATERIALS MANUFACTURERS. AT ALL

WALL SUPPORTED CABINETS, EQUIPMENT, FIXTURES AND SO FORTH, PROVIDE

MINIMUM 20 GAUGE (30 MILS) STUDS.

2. DIMENSIONS SHOWN ON 1/16”, 3/32”, 1/8”, AND 3/16” SCALE DRAWINGS ARE FROM

FACE OF CORE MATERIAL, COLUMN CENTERLINE, AND EDGE OF ROUGH

OPENINGS.

3. DIMENSIONS SHOWN ON 1/4” AND GREATER SCALE DRAWINGS ARE FROM FACE

OF FINISH MATERIAL, COLUMN CENTERLINE, AND OR EDGE OF FINISH OPENINGS.

4. INSTALLATION OF GYPSUM BOARD, BACKER BOARD, AND BASE BOARD SHALL

CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.

5. AT METAL STUD WALLS THAT ARE NOTED IN ROOM FINISH SCHEDULE TO

RECEIVE CERAMIC OR PORCELAIN TILE FINISH PROVIDE 5/8” CEMENT BACKER

BOARD.

6. ALL GYPSUM BOARD TO BE 5/8" UNLESS OTHERWISE NOTED.

7. AT FIRE RATED METAL STUD PARTITIONS: PROVIDE 5/8" TYPE X GYPSUM BOARD.

UNLESS NOTED OTHERWISE, EXTEND GWB TO THE UNDERSIDE OF THE DECK

ABOVE AND CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE OF

THE DECK ABOVE. PROVIDE CONTINUOUS FIRE RATED SEALANT FOR THE FULL

DEPTH OF THE GWB . REFER TO THE FLOOR PLAN FOR EXTENT OF FIRE RATED

WALLS.

8. GYPSUM ASSOCIATION (IF NOTED) AND UL TEST NUMBERS WILL VARY

DEPENDING ON THE MANUFACTURER OF COMPONENTS ACTUALLY USED.

9. INSTALL WOOD OR METAL STUD BLOCKING OR BACKER MATERIAL CONCEALED

WITHIN THE STUD CAVITY FOR ATTACHMENT AND MOUNTING OF WALL

SUPPORTED ITEMS.

10. WHEN INSTALLING GYPSUM WALL BOARD (GWB), CONTRACTOR SHALL COMPLY

WITH REQUIREMENTS OF THE MOST CURRENT EDITION OF THE GYPSUM

ASSOCIATION GA-600 FIRE RESISTANCE DESIGN MANUAL AND THE MOST

CURRENT EDITION OF THE UL FIRE RESISTANCE DIRECTORY.

11. GYPSUM WALL BOARD SHALL BE CUT SO THAT THE CLEARANCE BETWEEN

METALLIC ELEC. OUTLET BOXES AND THE GWB DOES NOT EXCEED 1/8".

12. AT ACOUSTICALLY RATED WALLS: THE BOTTOM OF THE GWB SHALL BE 1/4"

MINIMUM AND 1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND BELOW

THE FLOOR AND ROOF DECK ABOVE AND SHALL BE SEALED FOR THE FULL DEPTH

OF THE GWB WITH FLEXIBLE ACOUSTIC SEALANT.

13. UNLESS NOTED OTHERWISE, ACOUSTICALLY RATED PARTITIONS SHALL EXTEND

FROM FLOOR TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE.

14. SOME PARTITION TYPES INDICATED MAY NOT BE USED ON THIS PROJECT.

15. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER

TO THE SPECIFICATIONS AND THE MANUFACTURERS' WRITTEN

RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS.

16. REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES AND FINISH

LOCATIONS.

17. VERFY FINISH WALL SIDE WITH FINISH SCHEDULE

18. EXPANDED METAL SHALL BE FLATTENED 3/4" #9 (10 GAUGE) WITH 63% OPEN

AREA CONFORMING TO MIL-M-17194C Type II Class 1.

T.O. WALL

B.O. WALL

PLAN VIEW

CONTINUOUS STEEL RUNNER

BASE PER FINISH SCHEDULE

ACOUSTIC SEALANT FULL DEPTH

OF GYPSUM SHEATHING AT ALL

ACOUSTICALLY RATED WALLS,

TYP. BOTH SIDES OF WALL.

DEFLECTION TRACK

ACOUSTIC INSULATION

WHERE INDICATED

STEEL STUD FRAMING AT 16" O.C.

ROOF OR FLOOR ASSEMBLY

FLOOR ASSEMBLY

EXTEND FINISH CONSTRUCTION

3" MIN. ABOVE CEILING

FINISH CONSTRUCTION PER

PARTITION TYPE TAG

SEE T.O. WALL TERMINATION

DETAILS

T.O. WALL

B.O. WALL

PLAN VIEW

ATTACHABLE SURFACE

EDGE FURRING CHANNELS AS

REQUIRED

BASE PER FINISH SCHEDULE

SEE B.O. WALL TERMINATION

DETAILS

EDGE FURRING CHANNELS ONLY

AT WALLS THAT EXTEND TO DECK

HORIZONTAL OR VERTICAL

FURRING AT 16" O.C. MAX

ROOF OR FLOOR ASSEMBLY

FLOOR ASSEMBLY

EXTEND FINISH CONSTRUCTION

3" MIN. ABOVE CEILING

FINISH CONSTRUCTION PER

PARTITION TYPE TAG

SEE T.O. WALL TERMINATION

DETAILS

THERMAL INSULATION WHERE

INDICATED

VAPOR BARRIER AT EXT. WALL

OR WHERE NOTED

FIRE RATING (HR)

CORE MATERIAL

CORE THICKNESS MARK

FINISH CONSTRUCTION TYPE

SEPARATOR (PERIOD)

F - FURRING

H - SHAFT

M - MASONRY

S - STEEL

X - ETR-FV

MASONRY

DEPTH

3 5/8"

7/8"

STEEL

DEPTH

1 5/8" 2 1/2" 3 5/8"

4" 6 5 5/8" 6" 8 7 5/8" 8"

12 11 5/8" 12"

CORE THICKNESS GUIDE:

10 9 5/8" 10"

MARK

(NOMINAL)

X FV FV

SMOKE RATED

ACOUSTIC RATED

S3A.1sa

CORE MATERIALS:

GENERAL NOTES PARTITION TYPES FINISH CONSTRUCTION TYPES

SCALE: 1 1/2"=1'-0"

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, SC

A-003

JLR

DCVT

A-003.DWG

PARTITION TYPES AND DETAILS

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

TYPE DESCRIPTION

A 5/8" GYP. BD. BOTH SIDES

B 5/8" GYP. BD. ONE SIDE

C 2 LAYERS 5/8" GYP. BD. BOTH SIDES

D 5/8" GYP. BD. ON 7/8" MTL FURRING BOTH SIDES

E 5/8" GYP. BD. ON 7/8" MTL FURRING ONE SIDE

F 5/8" GYP. BD. ONE SIDE, 1/2" WD SHEATHING ON 5/8" GYP.

BD. OPP. SIDE

G EXPOSED CORE MATERIAL BOTH SIDES

H TILE ON 1/2" CEMENT BD. BOTH SIDES

I TILE ON 1/2" CEMENT BD. ONE SIDE

J TILE ON 1/2" CEMENT BD. ONE SIDE, 5/8" GYP. BD. OPP. SIDE

K TILE BOTH SIDES

L TILE ONE SIDE

M TILE ONE SIDE, 5/8" GYP. BD. ON 7/8" MTL FURRING OPP.

SIDE

N 5/8" GYP. BD., EXPANDED METAL ONE SIDE, 5/8" GYP. BD.

OPP. SIDE

O 5/8" GYP. BD, EXPANDED METAL ONE SIDE

P 5/8" GYP. BD, 5/8" GYP. BD, EXPANDED METAL ONE SIDE

Q 2 LAYERS 5/8" GYP. BD. ONE SIDE

R 2 LAYERS 5/8" GYP. BD., EXPANDED METAL ONE SIDE

S 2 LAYERS 5/8" GYP. BD. ONE SIDES, 5/8" GYP. BD. OPPOSITE

SIDE

T ---

U ---

V ---

W ---

X ---

Y ---

Z ---

(SOME TYPES INDICATED MAY NOT BE USED IN PROJECT)

SCALE: 1 1/2" = 1'-0"1

TYP. STEEL

CORE PARTITION

SCALE: 1 1/2" = 1'-0"2

TYP. FURRING

CORE PARTITION

SCALE: NOT TO SCALE3

PARTITION TYPE TAG

(WALL PARTITION TYPES USED ON THIS PROJECT)

TYPE

FIRE

RATING UL NO. STC NOTES

STEEL CORE PARTITION

S3A 0 --- ---

S3A.a 0 --- 45

S3N 0 --- ---

SXA.1 0 1HR ---

SXN.1 0 1HR ---

EXISTING CORE PARTITION - FIELD VERIFY

XXB 0 --- ---

XXB.1a 0 1HR 45

XXB.a 0 --- 45

XXO 0 --- ---

XXO.1 1 1HR ---

XXO.a 0 --- 45

XXQ.a 0 --- 50

XXR.1a 0 1HR 50

XXR.a 0 --- 50

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

DA1

DA3

DA1

DA3

DA6

DA2

DA13DA13

DA13

DA6

DA13

DA12

DA3

DA15

19'-11 1/4" ± F.V.

DA13

± F.V.

4'-1 3/8"

DA16

DA13

EXISTING TO BE REMOVED.

PATCH AND REPAIR AS

REQUIRED

EXISTING TO REMAIN

1. PROTECT ALL EXISTING FINISHES TO

REMAIN, AREA N.I.C., AND ENTIRE

DEMOLITION HAUL ROUTE WITHIN THE

BUILDING

2. PROVIDE PROPERLY SIZED AIR FILTER

DURING CONSTRUCTION

3. ALL EXISTING CEILINGS TO BE

DEMOLISHED WITHIN SUITE. VERIFY

ADDITIONAL CEILING DEMOLITION AND

REPLACEMENT IN KIND ON OTHER

DESCIPLINE'S DRAWINGS.

LEGEND GENERAL NOTES KEYNOTES

02 4 8134

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

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

PLAN NORTH

Wilmington, SC

AD101

JLR

DCVT

AD101.DWG

DEMOLITION FOURTH FLOOR PLAN

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

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

DEMOLITION FOURTH FLOOR PLAN

DA1 DEMOLISH EXISTING INTERIOR METAL STUD WALL COMPLETE.

DA2 DEMOLISH PORTION OF EXISTING INTERIOR METAL STUD WALL AND PREPARE FOR NEW

OPENING.

DA3 DEMOLISH EXISTING DOOR AND DOOR FRAME COMPLETE.

DA6 DEMOLISH EXISTING CARPET AND BASE TO EXTENTS REQUIRED. CLEAN AND PREP FLOOR

FOR NEW FINISHES.

DA12 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPARE OPENING FOR NEW DOOR AND

FRAME.

DA13 DEMOLISH EXISTING GYPSUM BOARD THIS SIDE OF WALL AND LEAVE EXISTING METAL STUD

FRAMING GYP. BD. ON OPPOSITE SIDE OF WALL, PREP FOR INSTALLATION OF NEW FINISH.

DA15 DEMOLISH EXISTING DOOR, DOOR FRAME, AND PORTION OF WALL FOR NEW DOOR AND DOOR

FRAME IN NEW LOCATION.

DA16 DEMOLISH PORTION OF EXISTING INERIOR METAL STUD WALL.

AREA OF WORK

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

DA5

EXISTING TO BE REMOVED.

PATCH AND REPAIR AS

REQUIRED

EXISTING TO REMAIN

1. PROTECT ALL EXISTING FINISHES TO

REMAIN, AREA N.IC. AND ENTIRE

DEMOLITION HAUL ROUTE WITHIN THE

BUILDING

2. PROVIDE PROPERLY SIZED AIR FILTER

DURING CONSTRUCTION

LEGEND GENERAL NOTES KEYNOTES

02 4 8134

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

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

PLAN NORTH

Wilmington, SC

AD102

JLR

DCVT

AD102.DWG

DEMOLITION FOURTH FLOOR RCP

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

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

DEMOLITION FOURTH FLOOR REFLECTED CEILING PLAN

DA5 DEMOLISH EXISTING ACOUSTICAL

CEILING TILES AND GRID COMPLETE.

SEE MECHANICAL, ELECTRICAL AND

FIRE PROTECTION FOR DEMOLITION

REQUIREMENTS.

AREA OF WORK

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

ASAC

BREAKROOM

ARIGA

CONFERENCE

ROOM

LAN

SHARED FILES

ROOM

FIREARMS ROOM

EVIDENCE ROOM

GRAND JURY

ROOM

INTERVIEW ROOM

99'-1 1/2" ± F.V.

OPEN OFFICE

Room

A119

OPEN OFFICE

409A 409B

ENTRY

S3N

X X

Q .a

X X

O .a

S3N

S N

S3NS3N

X X

O .a

S3A.a

S A

.a S3A.a

S A

S N

S A

S3A S A

S N

S A

S3A

S A

S3A.a

13'-10 1/4" ± F.V. 5'-0" 9'-0" 12'-8" 10'-9" 25'-2" 2'-9"

4'-7 1/4" 11'-3" 14'-3" 6'-1" 17'-8 3/4" 11'-5" 19'-11 1/4" ± F.V.

A-4011

SXA.1

S X

A .1

S3N

REF.

N.I.C.

A2A4

A4 A4 A4 A4 A4 A4

XXQ.a

MICRO.

N.I.C.

XXO

X X

XXR.1a

405A

S3N

SXN.1XXO.1 XXO.1

X X

O .1

X X

B .a

XXB.a

X X

B .a

XXB.1a

A1A7

XXO.a

A8 A8

EXISTING TO REMAIN

PARTITION TYPE TAGS3A

1 HOUR RATED WALL

LEGEND SHEET KEYNOTES

02 4 8134

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

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

PLAN NORTH

Wilmington, SC

A-101

JLR

DCVT

A-101.DWG

FOURTH FLOOR NEW WORK PLAN

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

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

FOURTH NEW WORK FLOOR PLAN

A1 MATCH EXISTING STUD (F.V.) AND ALIGN FINISH

FACE OF NEW WALL WITH EXISTING ADJACENT

WALL FINISH OR OPENING.

A2 REPAIR DRYWALL AT DEMOLISHED WALL

LOCATION.

A4 EXTERIOR WINDOWS WITHIN TENANT SPACE TO

HAVE LOW-E FILM COATING ADDED TO THE

INTERIOR FACE OF THE GLASS. TYPICAL AT ALL

LOCATIONS. FILM TO HAVE NO DARKENING OR

REFLECTIVE PROPERTIES.

A7 NEW RUBBER BASE TO MATCH IN KIND WITH

ADJACENT RUBBER BASE IN COORIDOR.

A8 POTENTIAL LOCATION FOR SAFES BASED ON

MAXIMUM ALLOWABLE WEIGHT OF SAFE AND

CONTENTS OF 1500 POUNDS ON A MINIMUM

FOOTPRINT OF 6 SQUARE FEET FOR EACH SAFE.

PROVIDE A MINIMUM OF 24" CLEAR BETWEEN

SAFES.

AREA OF WORK

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

A3 A3

A3 A3 A3

2X2 LIGHT

FIXTURE

SUPPLY

DIFFUSER

RETURN

DIFFUSER

RECESSED

LIGHT FIXTURE

RECESSED SQUARE

LIGHT FIXTURE

CEILING MOUNTED

LIGHT FIXTURE

EXHAUST FAN

ACCESS PANEL

EXIT SIGN

2X4 LIGHT

FIXTURE

1X4 LIGHT

FIXTURE

VANITY LIGHT

FIXTURE

LEGEND SHEET KEYNOTES

02 4 8134

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

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

PLAN NORTH

Wilmington, SC

A-102

JLR

DCVT

A-102.DWG

FOURTH FLOOR NEW WORK RCP

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

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

FOURTH FLOOR NEW WORK REFLECTED CEILING PLAN

A3 NEW 2x2 ACT SYSTEM.

A6 NEW ACT CEILING TO MATCH IN KIND

WITH ADJACENT CORRIDOR ACT

SYSTEM, COORDINATE ANY

ADDITIONAL CEILINGS WITH

MECHANICAL.

AREA OF WORK

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

2'-1"

3/4" WOOD

ADJUSTABLE SHELF

3/4" WOOD DOOR,

PL-1

ROD PULL

TEMPLATE DRILL

HOLES FOR SHELF

BRACKETS 4" O.C.

1'-1"

SOLID SURFACE

COUNTERTOP W/ SQUARE

EDGE & INTEGRAL

BACKSPLASH

3/4" WOOD DOOR,

PL-1

ROD PULL

1/2" WOOD BACKER

SHELF BRACKET

3/4" WOOD

ADJUSTABLE SHELF

3/4" x 1/2" WOOD TRIM

3/4" WOOD

BLOCKING - SECURE

TO WALL

PL-1, FINISH TO

MATCH CASEWORK

2'-0"

2" FILLER

3'-0"

1" OVERHANG3'-0"1" FILLER

3'-2"2'-0"

REF.

N.I.C.

SS-1

PL-1

PWT-1

A-401

MICR.

N.I.C.

2'-0" 3'-0" 3'-0"

2" FILLER

2'-0"

1" OVERHANG 2'-0" 3'-0" 3'-0" 1" FILLER

8'-2" 2'-0"

PNT-1

TP-1

PL-1

SS-1

PWT-1

A-401

MICR.

N.I.C.

2'-1"

PL-1, FINISH TO

MATCH CASEWORK

3/4" WOOD

DRAWER FRONT,

PL-1, TYP.

ROD PULL, TYP.

SOLID SURFACE

COUNTERTOP W/ SQUARE

EDGE & INTEGRAL

BACKSPLASH

CONCRETE STRUCTURE ABOVE

CONCRETE BEAM

5/8" GYP. BD. TO CONFORM TO

UNDERSIDE O CONCRETE FLOOR

SYSTEM

EXPANDED METAL MESH WHERE INDICATED ON

DRAWINGS TO STOP 1/2" SHORT OF AND CONFORM

TO VERTICAL LEGS OF DEFLECTION TRACK AND

CONCRETE FLOOR SYSTEM.

1/2" WIDE CONTINUOUS JOINT BETWEEN DRYWALL AND

UNDERSIDE OF CONCRETE FLOOR SYSTEM. AT FIRE

RATED WALLS PROVIDE FIRE RATED SEALANT AT JOINT.

AT ALL OTHER WALLS PROVIDE ACOUSTICAL SEALANT

AT JOINT.

1/2" WIDE CONTINUOUS JOINT BETWEEN DRYWALL AND

UNDERSIDE OF CONCRETE FLOOR SYSTEM. AT FIRE

RATED WALLS PROVIDE FIRE RATED SEALANT AT JOINT.

AT ALL OTHER WALLS PROVIDE ACOUSTICAL SEALANT

AT JOINT.

STUD FRAMING AS INDICATED.

STOP STUD FRAMING 1" SHORT OF

UNDERSIDE OF CONCRETE SYSTEM

3" DEEP SLOTTED TRACK W/ 1" DEEP SLOTS SECURED

TO UNDERSIDE OF CONCRETE FLOOR SYSTEM

A-401

EXPANDED METAL MESH WHERE

INDICATED ON DRAWINGS

STUD FRAMING AS INDICATED.

STOP STUD FRAMING 1" SHORT OF

UNDERSIDE OF CONCRETE SYSTEM

1/2" WIDE CONTINUOUS JOINT BETWEEN DRYWALL AND

UNDERSIDE OF CONCRETE FLOOR SYSTEM. AT FIRE

RATED WALLS PROVIDE FIRE RATED SEALANT AT JOINT.

AT ALL OTHER WALLS PROVIDE ACOUSTICAL SEALANT

AT JOINT.

WAFER HEAD SCREW. DO NOT FASTEN SCREW

THROUGH GYPSUM SHEATHING.

3" DEEP SLOTTED TRACK W/ 1" DEEP SLOTS SECURED

TO UNDERSIDE OF CONCRETE FLOOR SYSTEM

DRYWALL SCREWS

SOUND ATTENUATING BATT INSULATION WHERE

INDICATED

SECURE DEFLECTION TRACK TO

UNDERSIDE OF CONCRETE FLOOR

SYSTEM. SEE SPECIFICATIONS.

DRYWALL TO CONFORM TO

UNDERSIDE OF CONCRETE

FLOOR SYSTEM

1 2 42

SCALE: 1/2"=1'-0"

GRAPHIC SCALES

6"6"

SCALE: 3"=1'-0"

04 2

1/2 1 21

SCALE: 1"=1'-0"

C E R T

A T

N S

K E Y

P L A N

R E V

N O T E S

SHEET SIZE:

SHEET OF

DISCIPLINE SHEET TYPE SEQUENCE

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BY

DRAWN BY DATE DRAFTED:

PROJECT NO.

GSA PM

SUB. DATE

SUBMISSION

DESCRIPTION

PROJECT

TITLE

BUILDING NOs.

OTHER

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

D R A W

P R O J E C T

B U

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O N T R A C T O R S

MARK DATE DESCRIPTION

FLOOR NO.

CONSTR. CON.

FACILITY CODE

PROJECT

A/E TASK NO.

CONS. WORK

24X36

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy or return documents when no longer needed.

CEMS ENGINEERING, INC.

Summerville, SC

ENGINEERING | ARCHITECTURE

Wilmington, SC

A-401

JLR

DCVT

A-401.DWG

INTERIOR ELEVATIONS AND DETAILS

09/11/2020

JOHN VALDES

100% SUBMITTAL

BRICKELL PLAZA HUD OFFICE RENOVATION

4TH FLOOR

HUD OFFICE RENOVATION 4TH FLOOR

909 SE 1ST AVE

BRICKELL PLAZA FEDERAL BUILDING

GS-07-P-16-UC-D-7010

47PE0720F0023

GENERAL SERVICES ADMINISTRATION

SOUTHEAST SUNBELT REGION

DESIGN & CONSTRUCTION DIVISION

BRICKELL PLAZA FEDERAL BUILDING

909 SE 1ST AVE

MIAMI, FL 33131

FL0079ZZ

SCALE: 1" = 1'-0"

A-401

TYP CASEWORK SECTION

SCALE: 1/2" = 1'-0"

A-101

INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

A-101

INTERIOR ELEVATION

SCALE: 1" = 1'-0"

A-401

TYP CASEWORK SECTION

SCALE: 3" = 1'-0"

A-401

HEAD OF WALL

SCALE: 3" = 1'-0"5

HEAD OF WALL

C E

I T

R G

E D R

E AR 99526

S T

T E

OF FL O

E R

B. BENN

E T

/11

5/8" GYP. BOARD

PROVIDE METAL STUD

FRAMING AS REQUIRED

SEALANT; TYP.

EACH SIDE

HOLLOW METAL FRAME

DOOR; AS SCHEDULED

SOUND BATT INSULATION IN

ACOUSTICALLY RATED WALLS

1/2"

5/8" GYP. BOARD

PROVIDE METAL STUD

FRAMING AS REQUIRED

SEALANT; TYP. EACH SIDE

HOLLOW METAL FRAME

DOOR; AS SCHEDULED

JAMB ANCHORS; MIN 3 PER JAMB

SOUND BATT INSULATION IN

ACOUSTICALLY RATED WALLS

A .F

A X

DOOR AND FRAME AS

SCHEDULED (REFER TO DOOR

SCHEDULE AND DETAILS)

1. CONTRACTOR SHALL FIELD VERIFY ALL

DOOR AND FRAME OPENINGS PRIOR TO

FABRICATION OF NEW DOORS.

2. SEE LEGEND OF COLORS AND FINISHES

ON INTERIORS SHEETS FOR DOOR AND

FRAME FINISH COLORS.

HINGE APPROACH PULL SIDEFRONT APPROACH PULL SIDE

FRONT APPROACH PUSH SIDE LATCH APPROACH PUSH SIDE

GENERAL NOTES:

1. OFFSET ALL DOORS 8" FROM

ADJACENT WALLS (TYP.),

UNLESS OTHERWISE NOTED.MIN. CLEAR

5'-7"

8" TYP.

R 2'-9 1/2"

MIN.

3'-0"

MIN.

2'-0"

MIN.

1'-6"

1'-0" MIN.*

LATCH APPROACH PULL SIDE

HINGE APPROACH PUSH SIDE

MIN.

2'-0"

* IF BOTH CLOSER AND LATCH ARE PROVIDED * 52" MIN IF CLOSER IS PROVIDED

* 54" MIN IF CLOSER IS PROVIDED

** IF BOTH CLOSER AND LATCH ARE PROVIDED

*** 48" MIN IF BOTH CLOSER AND LATCH PROVIDED

MIN.

1'-10" 1'-0" MIN.**

CLEAR FLOOR SPACE

DOOR LOCATION

3'-0"

(FULL DOOR)

(HALF GLASS)

6"6"

OWMG

S E

E S

C H

E D

2" SEE SCHED. 2"

5/8" GYP. BOARD

PROVIDE METAL STUD

FRAMING AS REQUIRED

SEALANT; TYP.

EACH SIDE

HOLLOW METAL FRAME

DOOR; AS SCHEDULED

EXPANDED METAL

SOUND BATT INSULATION IN

ACOUSTICALLY RATED WALLS

1/2"

5/8" GYP. BOARD

PROVIDE METAL STUD

FRAMI…

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 Feb 26, 2021.