2 - Clyde Atkins USCH Lobby Expansion Security Enhancement - Bid Set Drawings 2020 12 01.PDF

FOR THE

PROJECT NO.

SECURITY NOTE: PER GSA ORDER 3490.2, RECORD KEEPING OF SENSITIVE BUT UNCLASSIFIED (SBU) BUILDING INFORMATION MUST REQUIRE A SIGNED DOCUMENT SECURITY NOTICE. ALSO, ALL SBU BUILDING OR PROJECT INFORMATION MUST BE PROPERLY DESTROYED AND DISPOSED OF. NOTICE OF DISPOSAL FROM CONTRACTOR TO THE GSA CONTRACTING OFFICER IS A MUST. AUTHORIZED USERS ON A NEED TO KNOW BASIS SHALL PROVIDE IDENTIFICATION AS FOLLOWS:

1. VALID IDENTIFICATION FOR FEDERAL GOV'T USERS. 2. VALID IDENTIFICATION FOR NON-GOV'T USERS.

GENERAL CODE CERTIFICATION STATEMENT:

TO THE BEST OF OUR KNOWLEDGE, THESE CONTRACT DOCUMENTS ARE DESIGNED IN FULL COMPLIANCE WITH ALL SPECIFIED

CODES AND STANDARDS. REFER TO SHEET G001 FOR ALL APPLICABLE CODES AND STANDARDS.

TTV ARCHITECTS, INC.

115 EAST FORSYTH ST. JACKSONVILLE, FLORIDA 32202 Tel.(904) 798-8333 FL Lic#AA0002609 www.ttvarch.com

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED PERSONS IS PROHIBITED - SENSITIVE

BUT UNCLASSIFIED (SBU)

Do not remove this notice Properly destroy documents when no longer needed

UNITED STATES GENERAL

SERVICES ADMINISTRATION

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DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

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A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

301 N. MIAMI AVE, MIAMI, FL 33128

C. CLYDE ATKINS U.S. COURTHOUSE

N1891438/N2058597 12-01-2020

BID SET

N1891438/N2058597

G000

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

COVER SHEET

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

CONSULTANT SERVICES PROVIDED:

FORCE PROTECTION

THORNTON TOMASETTI, INC.

WEIDLINGER PROTECTIVE DESIGN PRACTICE

2000 L St., NW, Suite 600 Washington, D.C. 20036-4913 Phone: 202.580.6300

STRUCTURAL ENGINEERING

ATLANTIC ENGINEERS SERVICES, INC.

6501 Arlington Expressway, Building B, Suite 201 Jacksonville, FL 32211 Phone: 904.798.8333

BUILDING ENVELOPE COMMISSIONING - CURTAINWALL

CTS, LLC

Jacksonville, FL Phone: 904.588.3057

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

MCVEIGH & MANGUM ENGINEERING, INC.

9133 R.G. Skinner Parkway Jacksonville, FL 32256 Phone: 904.483.5200

FIRE PROTECTION ENGINEERING

JENSEN HUGHES

2332 Gailiano Street Coral Gables, FL 33134 Phone: 305.401.3261

COST ESTIMATING

RIB-US COST

1200 Abernathy Road, NE Suite 950, Building 600 Atlanta, GA 30328 Phone: 770.481.1621

ENVIRONMENTAL - LEAD, ASBESTOS

WOOD PLC

Jacksonville, FL Phone: 904.610.5379

BUILDING LOCATION

NORTH

ARROW

ROOM

DOOR

SECTION

DETAIL

ELEVATION

WALL TYPE

INDICATES TRUE NORTH

ROOM NUMBER

DOOR NUMBER

NUMBER OF DETAIL

SHEET WHERE DETAIL IS LOCATED

DIRECTION OF ELEVATION

NUMBER OF INTERIOR ELEVATION

SHEET WHERE INTERIOR ELEVATION IS LOCATED

NUMBER INDICATES PARTITION TYPE

KEYNOTE NUMBER REFERS TO ASSOCIATED KEYNOTE ON SHEET

INDICATES PROJECT NORTH

XXXX

XXXX

X

X

X

X

X

ROOM

N

X

GRID HEAD GRID NUMBER OR LETTER

ROOM NAME

DIRECTION OF SECTION

NUMBER OF SECTION

SHEET WHERE SECTION IS LOCATED

X

XXXX

XXXX

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

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A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

N1891438/N2058597

G001

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

DRAWING LIST

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

SHEET

NUMBER SHEET NAME

3 E003 PANEL SCHEDULES - 1ST LEVEL

4 E004 PANEL SCHEDULES - 2ND LEVEL

5 E005 ELECTRICAL DETAILS

6 ED101 LIGHTING PLAN - LEVEL 1 DEMOLITION

7 ED102 LIGHTING PLAN - LEVEL 2 DEMOLITION

8 ED201 POWER PLAN - LEVEL 1 DEMOLITION

9 ED202 POWER PLAN - LEVEL 2 DEMOLITION

10 E101 LIGHTING PLAN - LEVEL 1 NEW WORK

11 E102 LIGHTING PLAN - LEVEL 2 NEW WORK

12 E103 LIGHTING PLAN - LEVEL 1 - BID OPTION #2

13 E201 POWER PLAN - LEVEL 1 NEW WORK

14 E202 POWER PLAN - LEVEL 2 NEW WORK

15 E301 FIRE ALARM PLAN - LEVEL 1 NEW WORK

16 E302 FIRE ALARM PLAN - LEVEL 2 NEW WORK

09 PLUMBING

1 P001 PLUMBING DETAILS AND NOTES

2 P002 PLUMBING SCHEDULES

3 P100 1ST FLOOR DWV DEMOLITION PLAN

4 P101 1ST FLOOR DW DEMOLITION PLAN

5 P200 1ST FLOOR DWV NEW WORK PLAN

6 P201 1ST FLOOR DW NEW WORK PLAN

7 P202 2ND FLOOR DWV NEW WORK PLAN

10 FIRE PROTECTION

1 FP001 FIRE PROTECTION NOTES SHEET

2 FP101 FIRE PROTECTION ENLARGED PLAN - LEVEL 1

3 FP101A FIRE PROTECTION ENLARGED PLAN - BID OPTION 2

4 FP102 FIRE PROTECTION ENLARGED PLAN - LEVEL 2

SHEET TOTAL: 118

SHEET

NUMBER SHEET NAME

01 GENERAL

1 G000 COVER SHEET

2 G001 DRAWING LIST

3 G002 3D RENDERINGS

4 G003 3D RENDERINGS

5 G004 LIFE SAFETY PLAN & CODE ANALYSIS

6 G005 ARCHITECTURAL SITE PLAN

7 G006 CONSTRUCTION COORDINATION PLAN

8 G100 CONSTRUCTION PHASING PLANS

9 G101 CONSTRUCTION PHASING PLANS

10 G110 CIRCULATION DIAGRAM

11 G111 SECURITY INFRASTRUCTURE PLAN

05 ARCHITECTURAL

12 AD101 DEMOLITION PLAN - LEVEL 1

13 AD102 DEMOLITION PLAN - LEVEL 2

14 A100 OVERALL FLOOR PLAN - BASEMENT

15 A101 OVERALL FLOOR PLAN - LEVEL 1 & 2

16 A102 ENLARGED FLOOR PLAN - LEVEL 1

17 A103 ENLARGED FLOOR PLAN - LEVEL 2

18 A110 FLOORING PLAN - LEVEL 1

19 A111 FLOORING DIMENSION PLAN - LEVEL 1

20 A112 FLOORING PLAN - LEVEL 2

21 A113 ENLARGED GREAT SEAL FLOORING

22 A200 BASE BID - REFLECTED CEILING PLAN - LEVEL 1

23 A201 REFLECTED CEILING PLAN - LEVEL 2

24 A202 ENLARGED LIGHT COVE CEILING RCP - BASE BID

25 A203 BID OPTION #2 - ENLARGED LIGHT COVE & ROTUNDA CEILING RCP

26 A204 BID OPTION #2 - ROTUNDA CEILING DETAILS

27 A300 PARTIAL EXTERIOR ELEVATIONS

28 A310 BUILDING SECTION - EAST-WEST

29 A311 BUILDING SECTION - NORTH-SOUTH

30 A312 THERMAL & VAPOR BARRIER DIAGRAM & PARTIAL ROOF PLAN

31 A320 WALL SECTIONS

32 A400 BID OPTION #1 - ENLARGED RESTROOM PLAN

33 A401 ENLARGED SCREENING STATION PLAN

34 A402 SCREENING STATION DETAILS

35 A403 SCREENING STATION DETAILS

36 A404 SCREENING STATION MANUF. DETAILS

37 A405 ENLARGED TEMPORARY SCREENING STATION PLANS & DETAIL

38 A406 ENLARGED EXISTING ADA RAMP

39 A410 INTERIOR ELEVATIONS - UNSECURE & EXIT LOBBY

40 A411 INTERIOR ELEVATIONS - SECURE LOBBY & GUN LOCKERS

41 A412 INTERIOR ELEVATIONS - RESTROOMS

42 A500 WALL TYPES

43 A600 DOOR SCHEDULE

44 A601 DOOR DETAILS

45 A602 BLAST CURTAINWALL TYPES

46 A603 MANUF. BLAST CURTAINWALL DETAIL

47 A604 HURRICANE IMPACT STOREFRONT TYPES

48 A605 MANUF. HURRICANE IMPACT STOREFRONT DETAILS

49 A606 MANUF. EXTERIOR STOREFRONT DETAILS

50 A610 FINISH LEGEND & ROOM SCHEDULES

51 A700 BLAST CURTAINWALL & HURRICANE IMPACT STOREFRONT DETAILS

52 A701 BLAST CURTAINWALL & HURRICANE IMPACT STOREFRONT ENLARGED HEAD DETAILS

53 A702 BLAST CURTAINWALL & HURRICANE IMPACT STOREFRONT DETAILS

54 A703 DETAILS

55 A704 DETAILS

56 A705 CEILING DETAILS

57 A706 DETAILS

58 A707 DETAILS

59 A710 MANUFACTURER'S LED HANDRAIL DETAILS

60 A711 MANUFACTURER'S SECURITY EQUIPMENT CUT SHEET - USMS FURNISHED

61 A712 NEW DIRECT APPL., MIAMI DADE NOA APPROV., IMPACT RESISTANT CEMENT PLASTER SYSTEM

62 A713 MANUFACTURER'S WATERPROOFING DETAILS

63 A714 MANUFACTURER'S WATERPROOFING DETAILS

64 A800 SIGNAGE PLAN - FIRST IMPRESSIONS

65 A801 BID OPTION #1 - SIGN TYPES - A-E

66 A802 BID OPTION #1 - SIGN TYPE - F

67 A803 BID OPTION #1 - SIGN TYPES - F-K

68 A804 BID OPTION #3 - SIGNAGE TYPE L - U.S. CONSTITUTION WALL SIGNAGE

06 STRUCTURAL

1 S0.0 LEGENDS & SYMBOLS

2 S0.1 GENERAL NOTES

3 S0.2 SPECIAL INSPECTION TABLES

4 S1.1 FLOOR PLAN - LEVEL 1 & 2

5 S1.2 FLOOR PLAN - LEVEL 3 & 4

6 S2.1 SECTIONS

7 S2.2 SECTIONS

8 S2.3 SECTIONS

07 MECHANICAL

1 M001 GENERAL NOTES, LEGENDS, & SYMBOLS

2 M002 MECHANICAL SCHEDULES

3 M100 MECHANICAL DEMOLITION FIRST FLOOR

4 M101 MECHANICAL DEMOLITION SECOND FLOOR

5 M102 PHASE 1 RENOVATION HVAC PLAN

6 M200 MECHANICAL NEW WORK FIRST FLOOR

7 M201 MECHANICAL NEW WORK SECOND FLOOR

8 M202 MECHANICAL NEW WORK THIRD FLOOR

9 M300 MECHANICAL ENLARGED PLANS

10 M400 MECHANICAL CONTROLS

11 M401 MECHANICAL CONTROLS

12 M402 MECHANICAL CONTROLS

13 M403 MECHANICAL CONTROLS

14 M501 MECHANICAL DETAILS

15 M502 MECHANICAL DETAILS

08 ELECTRICAL

1 E001 LEGEND, NOTES, AND SCHEDULE

2 E002 POWER RISER, SECURITY DETAILS & NOTES

ABBREVIATIONS GENERAL NOTES PERTAINING TO ALL DRAWINGS & SPECIFICATIONS

1. SHOULD ANY ERROR OR INCONSISTENCY APPEAR IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR, BEFORE PROCEEDING WITH THE WORK, MUST MAKE MENTION OF THE SAME IN WRITING TO THE GSA CONTRACTING OFFICERS REPRESENTATIVE FOR PROPER ADJUSTMENT AND IN NO CASE PROCEED WITH WORK IN UNCERTAINTY OR WITH INSUFFICIENT DRAWINGS. FAILURE TO NOTIFY THE GSA COR BEFORE PROCEEDING WITH THE WORK WILL RESULT IN THE CONTRACTOR PERFORMING WORK AT THEIR OWN RISK AND AT THEIR OWN COST.

2. THESE NOTES SHALL APPLY TO ALL BUILDING CONSTRUCTION AND ALL TRADES THROUGHOUT THIS PROJECT.

3. DEMOLITION AND /OR CONSTRUCTION DETRIMENTAL TO THE HEALTH OR WELFARE OF GSA EMPLOYEES SHALL BE COMPLETED DURING EVENING, WEEKENDS, OR AT TIMES OTHER THAN NORMAL WORKING HOURS. BARRICADES, TEMPORARY ENCLOSURES (DUST PROTECTION), AND OTHER DEVICES DEEMED NECESSARY TO PROTECT EMPLOYEES AND GSA/COURTS EQUIPMENT FROM CONSTRUCTION AND ALLOW PUBLIC CONTINUED ACCESS TO REQUIRED AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR. PROTECTION SHALL BE IN COMPLIANCE WITH BUILDING STANDARDS.

4. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS, MATERIALS, AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS OF MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. THE FINAL ACCEPTANCE FOR THE PROJECT WILL BE ONLY AFTER ALL PUNCH LIST ITEMS ARE COMPLETED AND THE GSA COR IS NOTIFIED BY THE CONTRACTOR IN WRITING OF COMPLIANCE WITH THE CONTRACT DOCUMENTS.

5. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, OR ARCHITECTURAL WORK.

6. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATION OF ANY AND ALL MECHANICAL, OR ELECTRICAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET BEFORE BIDDING THE WORK. NOTIFY GSA COR OF ANY CONFLICTS.

7. GC SHALL INVESTIGATE EXISTING STRUCTURAL CONDITIONS PRIOR TO REMOVING PORTIONS OF EXISTING FLOOR AND WALL ASSEMBLIES. TESTS MAY

INCLUDE, BUT NOT LIMITED TO, X-RAY EXAMINATIONS AND SOUNDING TESTS.

8. THE CONSTRUCTION CONTRACTOR SHALL, DAILY, CLEAN THE PREMISES OF ALL CONSTRUCTION DEBRIS. DUE TO SEVERE SITE SPACE LIMITATIONS

THE CONTRACTOR MUST MAKE OFF-SITE ARRANGEMENTS FOR TOOL AND MATERIAL STORAGE.

9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC.. ACCORDING TO APPLICABLE CODES, STANDARDS, AND AS PER RECOGNIZED GOOD CONSTRUCTION PRACTICES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO NEW CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL NOTIFY THE GSA CORD. OF ANY DAMAGE TO THE BUILDING. ANY ADDITIONAL MODIFICATIONS MUST BE MADE

SHALL BE IN A TIMELY MANNER, AT THE CONTRACTORS EXPENSE.

11. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERS OVER EXISTING CONSTRUCTION TO REMAIN IN PLACE, PROTECTING THE EXISTING CONSTRUCTION FROM DAMAGE. ANY DAMAGE CREATED DURING THE CONSTRUCTION PROJECT IS DEEMED THE CONTRACTOR'S RESPONSIBILITY, AND THE CONTRACTOR WILL BE RESPONSIBLE FOR FULL COST OF REPAIR OR REPLACEMENT. DAMAGED EQUIPMENT AND MATERIALS WILL NOT BE

ACCEPTED BY THE GOVERNMENT.

12. ALL FIRE PROTECTION, FIRE ALARMS, SECURITY AND OTHER LIFE-SAFETY AND EGRESS SYSTEMS SHALL REMAIN ACTIVE DURING THE COURSE OF THE WORK. IT IS EXTREMELY CRITICAL THAT ALL EXISTING SYSTEMS SERVING OTHER AREAS OF THE BUILDING REMAIN ACTIVE AND UNINTERRUPTED

DURING THE DEMOLITION ACTIVITIES.

13. THE CONTRACTOR SHALL REPAIR AND PATCH ALL CONCRETE SLABS, WHICH ARE TRENCHED, MODIFIED, CORED, OR OTHERWISE CUT DURING THE

COURSE OF THIS CONSTRUCTION AS REQUIRED TO MATCH EXISTING.

14. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALLS, CEILING, AND OTHER CONSTRUCTION REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL. ELECTRICAL, PLUMBING, FP, OR MODIFICATIONS WHERE THE EXISTING CONSTRUCTION, DOORS, PARTITIONS, CEILINGS, ETC. ARE TO BE REMOVED, MODIFIED, REARRANGED, OR WHERE THE EXPOSED OR HIDDEN ELECTRICAL OR OTHER SYSTEMS ARE ADDED OR MODIFIED. THE GENERAL CONTRACTOR SHALL REPAIR, PATCH, AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS, WALLS, AND CEILINGS

WHERE INDICATED.

15. ELECTRICAL POWER WILL BE MAINTAINED AT ALL TIMES TO EQUIPMENT NOT BEING RECIRCUITED. PROVIDE TEMPORARY CIRCUITING WHICH IS REQUIRED TO MAINTAIN OPERATION WHILE THE RENOVATION WORK PROGRESSES. IF A POWER SHUTDOWN IS ABSOLUTELY NECESSARY IN ORDER TO ACCOMPLISH THE REQUESTED ELECTRICAL WORK, IT SHALL BE SCHEDULED WELL IN ADVANCE OF ANY POWER INTERRUPTION.

16. GC TO FIRESTOP ALL NEW AND EXISTING WALL AND FLOOR PENETRATIONS WITHIN THE AREA OF RENOVATIONS WITH UL APPROVED SYSTEMS AS

REQUIRED TO MAINTAIN SPECIFIED FIRE RATINGS.

17. CONTRACTOR TO PATCH, REPAIR, & PREP ALL EXISTING SURFACES TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION, NEEDED TO BE REMOVED FOR CONSTRUCTION, OR SCHEDULED TO RECEIVE NEW FINISHES WITH CONTRACTOR RESPONSIBLE FOR PROVIDING CLEAN SMOOTH WALL, FLOOR, AND CEILING SURFACES. TYP.

18. GC TO PROVIDE DUST PROTECTION AT ALL RETURN AND EXHAUST GRILLES IN AREAS OF WORK TO AVOID AHU DUST POLLUTION.

19. GC IS RESPONSIBLE FOR ANY COST FROM THE LOCAL FIRE DEPARTMENT FOR FALSE ALARMS CREATED BY THE LACK OF DUST CONTROL OR

ACCIDENTAL ALARMS.

20. ALL CONDUIT, WIRING, DEVICES, FIXTURES, ETC. NO LONGER USED OR REQUIRED SHALL BE REMOVED BY GC. ABANDONING ITEMS IN PLACE IS NOT

ALLOWED.

CODE CRITERIA & STANDARDS

AMERICANS WITH DISABILITIES ACT & ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES (A.D.A., ABA), 2015 EDITION

AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE)

*ASHRAE HANDBOOK- HVAC APPLICATIONS, 2019

*ASHRAE HANDBOOK- HVAC SYSTEMS AND EQUIPMENT, 2020

*ASHRAE HANDBOOK- HVAC FUNDAMENTALS, 2017

*ASHRAE HANDBOOK- HVAC REFRIGERATION, 2018

LIFE SAFETY CODE NFPA-101, 2018

INTERNATIONAL BUILDING CODE (IBC), 2018

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE).

INTERNATIONAL POWER CABLE ENGINEER'S ASSOCIATION (IPECA).

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

*NFPA-10 (2018) STANDARD FOR PORTABLE FIRE EXTINGUISHERS

*NFPA-70 (2020) NATIONAL ELECTRICAL CODE

*NFPA-72 (2019) NATIONAL FIRE ALARM AND SIGNALING CODE.

*NFPA-80 (2019) STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVE

*NFPA-90A (2021) STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS *NFPA-90B (2021) STANDARD FOR THE INSTALLATION OF WARM AIRHEATING & AIR CONDITIONING SYSTEMS

*NFPA-220 (2021) STANDARD ON TYPES OF BUILDING CONSTRUCTION

*NFPA-241 (2019) STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS

*NFPA-251 (2006) STANDARD METHODS OF TESTS OF FIRE RESISTANCE OF

BUILDING CONSTRUCTION AND MATERIALS

NFPA-13, 2019 REV. (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS).

NFPA-14, 2019 REV. (STANDPIPE AND HOSE SYSTEMS).

NFPA-20, 2019 REV. (CENTRIFUGAL FIRE PUMPS).

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA).

NATIONAL ELECTRICAL SAFETY CODE (NBS HANDBOOK 81)

REQUIREMENTS OF LOCAL POWER CORPORATION.

SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA)

*FIRE, SMOKE AND RADIATION DAMPER GUIDE, 2002 EDITION.

UNDERWRITERS LABORATORIES, INC. (U.L.)

*FIRE RESISTANCE DIRECTORY, LATEST EDITION.

*BUILDING MATERIALS DIRECTORY, LATEST EDITION.

*USMS PUBLICATION 64 - VOLS 1 & 2

P-100 FACILITIES STANDARDS FOR THE PUBLIC BUILDING’S SERVICE (2018 ED.)

US COURTS DESIGN GUIDE (2007)

US COURTS DESIGN GUIDE CHAPTER 18 ALTERNATIVE WORKPLACE SOLUTIONS (2007)

US COURTS DESIGN GUIDE RENOVATION & ALTERATION APPENDIX (2009)

US COURTS DESIGN GUIDE UPDATED CHAPTERS 1, 2, 15, 16 (JUNE 22, 2016)

USMS PUBLICATION 64 VOL. 1 & 2 (2014)

USMS PUBLICATION 64 VOL. 3 (2017)

INTERAGENCY SECURITY COMMITTEE RISK MANAGEMENT PROCESS (AUG 2013)

GSA’S INTERPRETATION OF THE INTERAGENCY SECURITY COMMITTEE PHYSICAL SECURITY CRITERIA (AUGUST 2011)

NOTE: WHERE DISCREPANCIES EXIST BETWEEN CODES, THE MOST RESTRICTIVE CODE SHALL GOVERN.

REFERENCE SYMBOLS

DRAWING INDEXMATERIAL DESIGNATIONS

FIRE-RATED

CONCRETE BLOCK

CONCRETE BLOCK

BRICK

FIRE BRICK

INSULATION (RIGID)

INSULATION (BATT)

CONCRETE

EARTH

GYPSUM WALL BOARD

WOOD (ROUGH) WOOD (FINISHED)

PLYWOOD

PLASTIC

ACOUSTICAL TILE

SAND/MORTAR/

PLASTER/CUT STONE

CERAMIC TILE

GLASS

ALUMINUM

STEEL/

OTHER MATERIALS

MARBLE

BID OPTIONS TO BE PRICED SEPARATELY

BID OPTION #1 - IN LIEU OF EXISTING TO REMAIN, CONTRACTOR TO COMPLETELY

RENOVATE EXISTING GROUP RESTROOMS & PROVIDE NEW FAMILY RESTROOM AS SHOWN

IN CONTRACT DOCUMENTS. NOTE THAT BID OPTION IS TO INCLUDE ALL WORK AS SHOWN IN

CONTRACT DOCUMENTS AS REQUIRED FOR COMPLETE RENOVATION.

THIS BID OPTION ALSO INCLUDES NEW BUILDING SIGNAGE AS SHOWN ON DRAWINGS A801-

A803.

BID OPTION #2 - CONTRACTOR TO PROVIDE NEW ROTUNDA CEILING AS SHOWN ON SHEET

A203 & A204.

BID OPTION #3 - CONTRACTOR TO PROVIDE NEW U.S. CONSTITUTION SIGNAGE WALL AS

SHOWN ON SHEET A804.

GENERAL DESCRIPTION OF WORK

PROJECT INVOLVES THE +/-10,894SF EXPANSION AND SECURITY UPGRADES TO THE EXISTING 1ST FLOOR ENTRY LOBBY AT THE C. CLYDE ATKINS U.S. COURTHOUSE IN DOWNTOWN MIAMI, FLORIDA. GENERAL DESCRIPTION OF WORK INCLUDES INTERIOR/EXTERIOR DEMOLITION, NEW UNITIZED, BLAST RATED CURTAINWALL, NEW HURRICANE RATED STOREFRONT, NEW INTERIOR FINISHES, NEW SPRAY ON CLOSED CELL FOAM SYSTEM, NEW SCREENING STATION, MOTORIZED SUN SHADES, BALLISTIC RATED TRANSACTION WINDOWS, FREE STANDING GLASS PARTITIONS, PATCH/REPAIR OF EXISTING FINISHES, MINOR ROOF FLASHING WORK, NEW INTERIOR SIGNAGE, STEEL MEMBERS AND REINFORCING, NEW ADA GROUP RESTROOMS, NEW ADA FAMILY RESTROOM, NEW EXTERIOR ADA HANDRAILS, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, ENVELOPE COMMISSIONING, THIRD PARTY ENVELOPE TESTING, FREE STANDING & IN PLACE BLAST CURTAINWALL MOCK-UPS, TEMPORARY SCREENING STATION, AND SECURITY INFRASTRUCTURE. REFER TO DRAWINGS

FOR SPECIFIC SCOPE OF WORK.

NOTE THAT CONSTRUCTION INCLUDES MULTIPLE PHASES, TEMPORARY PARTITIONS, TEMPORARY SCREENING STATION AND TEMPORARY SYSTEMS WITH BUILDING TO REMAIN SECURE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO WORK VERY CLOSELY WITH GSA, USMS, AND FPS THROUGHOUT CONSTRUCTION TO ENSURE

COURTHOUSE IS SECURE AT ALL TIMES.

HAZARDOUS MATERIAL NOTES

HAZARDOUS MATERIALS ARE PRESENT IN THE BUILDING BUT NOT BELIEVED TO BE IN THE AREA OF RENOVATION BASED UPON WOOD PLC PROVIDED ABATEMENT SURVEY. REFER TO HAZARDOUS MATERIALS REPORT PREPARED BY WOOD PLC REPORT UNDER SEPARATE COVER.

1. IT SHALL BE UNDERSTOOD BY ALL PARTIES THAT THE SCOPE OF SERVICES PROVIDED BY TTV ARCHITECTS, INC. DOES NOT INCLUDE ANY SERVICES RELATED TO THE DETERMINATION OF MATERIAL OR ITEMS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS. TTV ARCHITECTS, INC, IS NOT RESPONSIBLE IN ANY WAY FOR SAFETY PRECAUTIONS, INCLUDING MEASURES FOR THE PROTECTION OF THE CONTRACTOR OR SUB CONTRACTORS, NOR FOR PROTECT OF GOVERNMENT EMPLOYEES AND THE PUBLIC. SUCH RESPONSIBILITY FOR SAFETY PRECAUTIONS IS AND SHALL REMAIN THAT OF

THE GOVERNMENT AND THE CONTRACTOR.

ABBREV ABBREVIATION

ACT ACOUSTICAL CEILING TILE

ACCOM ACCOMMODATE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

CJ CONTROL JOINT

CLG CEILING

CL CLOSET

CONC CONCRETE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CARPET

CT CERAMIC TILE

CMU CONCRETE MASONRY UNIT

DED DEDICATED

DIA DIAMETER

DRS DOORS

DWG DRAWING

EA EACH

EWC ELECTRIC WATER COOLER

EL ELEVATION

EQ EQUAL

ETC ET CETERA

EXG EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

FIN CLG FINISH CEILING

FIN FLR FINISH FLOOR

FEC FIRE EXTINGUISHER CABINET

FP FIRE PROTECTION

FRT FIRE-RETARDANT TREATED

GALV GALVANIZED

GA GALVANIZED

GSF GROSS SQUARE FEET/FOOT

GWB GYPSUM BOARD

GC GENERAL CONTRACTOR

HGT HEIGHT

HM HOLLOW METAL

INT INTERIOR

INSUL INSULATION

IRS INTERNAL REVENUE SERVICE

TENANT

JA JUDICIAL ASSISTANT

JAN JANITOR

JT JOINT

LAM LAMINATE

LAV LAVATORY

LC# LAW CLERK (NUMBER)

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MISC MISCELLANEOUS

MECH MECHANICAL

MTL METAL

MIN MINIMUM

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

NO NUMBER

OC ON CENTER

OFCI OWNER FURNISHED - CONTRACTOR

INSTALLED

PL PLASTIC LAMINATE

PT PRESSURE TREATED

REQD REQUIRED

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PWD PLYWOOD

PR PROJECT REQUIREMENTS

RO ROUGH OPENING

RWA REIMBURSABLE WORK AUTHORIZATION

SA STAFF ADVOCATE

SBU SENSITIVE BUT UNCLASSIFIED

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS' NATIONAL ASSOCIATION

SO SLAB OPENING

SQ FT SQUARE FEET/FOOT

STL STEEL

T&G TONGUE AND GROOVE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UL UNDERWRITER'S LABORATORIES

USDC U.S. DISTRICT COURT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

WC WATER CLOSET

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

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A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

N1891438/N2058597

G002

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

3D RENDERINGS

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

- FOR INFORMATION ONLY

12" = 1'-0"1 3D INTERIOR RENDERING - NEW UNSECURED LOBBY

12" = 1'-0"2 3D INTERIOR RENDERING - ROTUNDA CEILING - BID OPTION #2

12" = 1'-0"3 3D INTERIOR RENDERING - NEW SECURED LOBBY

12" = 1'-0"4 3D INTERIOR RENDERING - LIGHT COVE CEILING - BASE BID

- FOR INFORMATION ONLY

- FOR INFORMATION ONLY - FOR INFORMATION ONLY

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

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A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

N1891438/N2058597

G003

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

3D RENDERINGS

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

12" = 1'-0"2 3D VIEW OF NEW U.S. CONSTITUTION SIGNAGE WALL FEATURE

12" = 1'-0"4 3D VIEW OF NEW EXTERIOR CURTAINWALL

12" = 1'-0"1 3D VIEW OF NEW LOBBY FROM 2ND FLOOR EXTERIOR WALKWAY

12" = 1'-0"3 NEW EXTERIOR BLAST RATED CURTAINWALL

- FOR INFORMATION ONLY - FOR INFORMATION ONLY

- FOR INFORMATION ONLY- FOR INFORMATION ONLY

UP

F

E

D

C

B

A

1 2 3 4 5

EXIST.

ELECTRICAL

ROOM

MEN'S GROUP

RESTROOM

108 ELEVATOR

#6

ELEVATOR

#5

ELEVATOR

#4

ELEVATOR

#3

JUDGE'S

ELEVATOR

#1

JUDGE'S

ELEVATOR

#2

NEW STORAGE

ROOM

EXIST.

BANKRUPTCY

TRAINING ROOM

STAIR #3

STAIR #4

NEW SECURED

LOBBY

NEW EXIT LOBBY

NEW

UNSECURED

LOBBY

EXIT CORRIDOR

EXIST. STOREFRONT

N.I.C.

JAN. CLO.

112 WOMEN'S GROUP

RESTROOM

WEAPON

LOCKER ROOM

CSO SCREENING

STATION

100A 101B

105B

102D

102B

NEW SECURED

LOBBY

ASSEMBLY W/O FIXED SEATING,

UNCONCENTRATED USE

530SF/15SF

36 OCCUPANTS

ASSEMBLY W/O FIXED SEATING,

CONCENTRATED USE

530SF/7SF

76 OCCUPANTS

BUSINESS USE

9,072SF/150SF

61 OCCUPANTS

STORAGE ROOM USE

733SF/500SF

2 OCCUPANTS

DISCHARGE OF EXISTING STAIR

NO. 4 OCCUPANTS

44" STAIR WIDTH/0.3

147 OCCUPANTS

TRAINING ROOM USE

660SF/15SF

44 OCCUPANTS

141'-0"

STAIR NO.3

DISCHARGE ONLY

101A

102F

SLOPE

AREA OF WORK

NEW PARTITION

EXISTING ITEM TO REMAIN

AREA OF NO WORK

NEW FIRE EXTINGUISHER AND CABINET -

RECESSED. COORDINATE EXACT

LOCATION IN FIELD WITH OWNER.

NEW EXIT LIGHT. SHADED AREA INDICATES

LIT FACE. ARROW INDICATES DIRECTION

OF EXIT TRAVEL

TRAVEL DISTANCE

INDICATES NUMBER OF PERSONS EXITINGX

NEW 2 HR FIRE RATING

FURNITURE OR EQUIPMENT BY OWNER.

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

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A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

N1891438/N2058597

G004

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

LIFE SAFETY PLAN & CODE ANALYSIS

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

N

1" = 10'-0"1 LIFE SAFETY FLOOR PLAN - LEVEL 1

4'0 8' 16'

UNSECURE AREA

ASSEMBLY WITHOUT FIXED SEATING, UNCONCENTRATED USE = 540SF/15SF = 36 OCCUPANTS

ASSEMBLY WITHOUT FIXED SEATING, CONCENTRATED USE = 530SF/7SF = 76 OCCUPANTS

UNSECURE AREA TOTAL = 112 OCCUPANTS

SECURE AREA

BUSINESS USE = 9,072SF/150SF = 61 OCCUPANTS

STORAGE ROOM USE = 733SF/500SF = 2 OCCUPANTS

TRAINING ROOM USE = 660SF/15SF = 44 OCCUPANTS

SECURE AREA TOTAL = 107 OCCUPANTS

TOTAL NUMBER OF 1ST FLOOR OCCUPANTS = 219

DISCHARGE OF EXISTING STAIR NO. 4 OCCUPANTS = 44" STAIR WIDTH/0.3 = 147 OCCUPANTS (FOR EGRESS PURPOSES ONLY)

FIRST FLOOR EGRESS OCCUPANT LOAD

147 OCCUPANTS (STAIR NO.4) + 219 OCCUPANTS = 366 OCCUPANTS

UNSECURE AREA

NEW EXIT DOOR 100A = 72"/ 0.2" PER OCCUPANT = 360 OCCUPANTS

NEW EXIT DOOR 101A = 72"/ 0.2" PER OCCUPANT = 360 OCCUPANTS

TOTAL UNSECURE AREA EXIT DOOR CAPACITY = 720 OCCUPANTS

SECURE AREA

EXISTING EXIT DOOR 102F = 36"/ 0.2" PER OCCUPANT = 180 OCCUPANTS

NEW EXIT DOOR 102B = 36"/ 0.2" PER OCCUPANT = 180 OCCUPANTS

NEW EXIT DOOR 102D = 72"/ 0.2" PER OCCUPANT = 360 OCCUPANTS

TOTAL SECURE AREA EXIT DOOR CAPACITY = 720 OCCUPANTS

TOTAL EXIT DOOR CAPACITY = 1,440 OCCUPANTS

366 < 1,440 = SUFFICIENT

MAX TRAVEL DISTANCE TO AN EXIT

OCCUPANCY ASSEMBLY = 250' MAX (NFPA 12.2.6) W/ SPRINKLER SYSTEM

OCCUPANCY BUSINESS = 250' MAX (NFPA 3.2.6.3) W/ SPRINKLER SYSTEM

ACTUAL = 141'-0"

BUILDING CODE ANALYSIS - IBC 2015

LIFE SAFETY PLAN LEGEND:

CODES:

INTERNATIONAL BUILDING CODES 2015 (IBC)

LIFE SAFETY CODES 2016 (LSC)

TYPE OF CONSTRUCTION:

IIA; FULLY SPRINKLERED

BUILDING HEIGHT:

EXISTING NO CHANGE

TOTAL # OF STORIES:

EXISTING NO CHANGE

BUILDING OCCUPANCY:

BUSINESS (OFFICE)

ASSEMBLY

REQUIRED SEPARATION OF OCCUPANCIES: (NFPA6.1.14.1.3)

EXISTING SEPARATION

FIRE RESISTANCE RATING: (TABLE 601 IBC 2018)

PRIMARY STRUCTURAL FRAME: 1HR

EXTERIOR BEARING WALLS: 1HR

INTERIOR BEARING WALLS: 1HR

INTERIOR NON BEARING WALLS & PARTITIONS: 0HR

FLOOR CONSTRUCTION & SECONDARY STRUCT. MEMBERS: 1HR

ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS: 1HR

ELEVATOR ENCLOSURE:

EXISTING NO CHANGE

BUILDING CODE SUMMARY

OCCUPANCY LOAD CALCULATIONS

EGRESS CALCULATIONS

PLUMBING CODE ANALYSIS

MINIMUM # OF REQUIRED PLUMBING FIXTURES (IBC 2902.1)

FIXTURES REQUIRED BASED ON TOTAL 1ST FLOOR OCCUPANCY: BUSINESS 107 PERSONS (54 MALE, 54 FEMALE)

ASSEMBLY 112 PERSONS (56 MALE, 56 FEMALE)

BUSINESS WATER CLOSETS - 1 PER 25 FOR FIRST 50 & 1 PER 50 FOR REM. EXCEEDING 50.

MALE: 2.1 REQUIRED

FEMALE: 2.1 REQUIRED

ASSEMBLY WATER CLOSETS - MALE: 1 PER 125 - FEMALE: 1 PER 65

MALE: 0.4 REQUIRED

FEMALE: 0.7 REQUIRED

TOTAL WATER CLOSETS REQUIRED - MALE: 3 WC FEMALE: 3 WC

TOTAL WATER CLOSETS PROVIDED - MALE: 2 WC & 1 URINALS PROVIDED = OK

FEMALE: 4 WC PROVIDED = OK

NOTE: FAMILY RESTROOM WC COUNTED TOWARDS FEMALE PLUMBING COUNT

BUSINESS LAVATORIES - 1 PER 40 FOR FIRST 80 & 1 PER 80 FOR REMAINDER EXCEEDING 80

MALE: 1.4 REQUIRED

FEMALE: 1.4 REQUIRED

ASSEMBLY LAVATORIES - 1 PER 200

MALE: 0.3 REQUIRED

FEMALE: 0.3 REQUIRED

TOTAL LAVATORIES REQUIRED - MALE: 2 LAV FEMALE: 2 LAV

TOTAL LAVATORIES PROVIDED - MALE: 3 LAVATORIES PROVIDED = OK

FEMALE: 5 LAVATORIES PROVIDED = OK

NOTE: FAMILY RESTROOM LAVATORY COUNTED TOWARDS FEMALE PLUMBING COUNT

BUSINESS DRINKING FOUNTAIN - 1 PER 100

1.1 REQUIRED

ASSEMBLY DRINKING FOUNTAIN - 1 PER 500

0.2 REQUIRED

TOTAL DRINKING FOUNTAINS REQUIRED - 2 REQUIRED

TOTAL DRINKING FOUNTAINS PROVIDED - 2 NEW DRINKING FOUNTAINS PROVIDED = OK

1 SERVICE SINK REQUIRED

1 SERVICE SINK PROVIDED

FLORIDA DEPARTMENT

OF CORRECTIONS

MIAMI

JAMES L. KING

FEDERAL JUSTICE

BUILDING

HISTORIC DAVID W. DYER

U.S. COURTHOUSE

C. CLYDE ATKINS

U.S. COURTHOUSE

NE 4TH ST

AREA OF WORK

EXISTING GUARD BOOTH

EXISTING LOADING DOCK

EXISTING OVERHEAD

PEDESTRIAN BRIDGE

NEW MAIN ENTRANCE

TEMPORARY SCREENING ENTRANCE

DURING CONSTRUCTION

NE 3RD ST

N

MI

AM

I A

VE

EXISTING ADA RAMP LOCATION

SCHEDULED TO BE RENOVATED

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

BU

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A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

N1891438/N2058597

G005

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

ARCHITECTURAL SITE PLAN

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

N

1" = 30'-0"1 ARCHITECTURAL SITE PLAN

SITE PLAN: GENERAL SITE ACCESS

& SITE WORK NOTES

1. GC TO COORDINATE ALL SITE ACTIVITIES WITH GSA AND IF REQ'D.

THE CITY OF MIAMI IN MINIMUM OF 3 WEEKS IN ADVANCE FOR ALL

REQ'D. CRANE WORK.

2. GC WILL BE REQ'D. TO PROVIDE ALL BARRICADES, CRANES,

RIGGING, SCAFFOLDING, MAINTENANCE AREA OF TRAFFIC PLANS,

PERMITS, SIGNAGE, AND ALL OTHER REQUIREMENTS AS REQ'D. TO

SAFELY BRING IN/REMOVE THE NEW EQUIPMENT TO THE PROJECT

SITE.

3. THERE ARE VERY RESTRICTED ACCESS AND VERY TIGHT SITE

CONDITIONS RELATE TO THIS PROJECT SITE.

4. WORK REQUIRING A CRANE MUST BE PERFORMED DURING A

WEEKEND OR AFTER HOURS. GC TO SUBMIT A PLAN SHOWING THE

PROPOSED LOCATION OF THE CRANE AND THE DATES IF WILL BE

ONSITE FOR GSA AND USMS APPROVAL. APPROVAL MUST BE

REQUESTED MINIMUM 3 WEEKS IN ADVANCE AND WILL REQUIRE

USMS APPROVAL.

UP

UP

UP

ELEVATOR

#3

ELEVATOR

#4

ELEVATOR

#5

ELEVATOR

#6

JUDGE'S

ELEVATOR

#1

JUDGE'S

ELEVATOR

#2

EXIST.

ELECTRICAL

ROOM

ELECTRICAL

ROOM

#13

WOMEN GROUP

RESTROOM

#14

MEN'S GROUP

RESTROOM

#15

VESTIBULE

#16

VESTIBULE

#17

RESTROOM

#18

MECHANICAL

SHAFT

#19

ELEC. ROOM

MECH. ROOM

N.I.C

VAULT

#24

EL

EC

. R

OO

M #2

5 JANITOR

#26

FE

FE

DF

PLAZA AREA

#41

N

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AM

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NE 4TH STREET

NE 3RD STREET

LIN

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OF

S

OF

FI

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AB

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E

OPEN TO ABOVE

& BELOW

OPEN TO ABOVE

DOWN TO SECURE PARKING GARAGE BELOW

USMS CORRIDOR

114N

EXISTING

EXTERIOR

COVERED

AREA

CONSTRUCTION LAY

DOWN & STAGING AREA

TEMPORARY ACCESS POINT FOR DELIVERIES

AC

02020202

ADD SIGNAGE ON CORRIDOR SIDE OF

DOOR - "MAXIMUM NUMBER OF

OCCUPANTS DURING CONSTRUCTION - 49"

PROVIDE TEMPORARY FRT PLYWOOD

FULL HEIGHT TO SECURE PERIMETER

DURING CONSTRUCTION

ADD SIGNAGE ON CORRIDOR SIDE OF

DOOR - "DO NOT EXIT OR ENTER - SECURE

CONSTRUCTION ZONE"

EXISTING ACCESS CONTROLLED DOOR TO

BE LOCKED AT ALL TIMES DURING

CONSTRUCTION

NEW 6' HIGH FENCED IN CONSTRUCTION

PERIMETER W/ PRIVACY SCREENING

SECURE CONSTRUCTION ZONE (SHOWN HATCHED)

W/ CONTRACTOR TO STAY WITHIN CONSTRUCTION

ZONE AT ALL TIMES

NEW LOCKABLE GATES AS PART OF SECURE

CONSTRUCTION PERIMETER. COORDINATE EXACT

LOCATION W/ GSA, FPS, & USMS

TEMPORARILY REMOVE & STORE EXISTING JERSEY

BARRIERS TO ALLOW FOR TEMPORARY

CONSTRUCTION ENTRANCE. COORDINATE EXACT

LOCATION & QUANTITY W/ GSA, FPS, & USMS.

REINSTALL BARRIERS AFTER PROJECT COMPLETION

EXISTING PLANTERS TO REMAIN & BE

PROTECTED DURING CONSTRUCTION

PROVIDE TEMPORARY FRT PLYWOOD FULL HEIGHT

OVER EXISTING STOREFRONT TO SECURE/PROTECT

PERIMETER DURING CONSTRUCTION

BANKRUPTCY

CLERK OF

COURT WAITING

AREA

EXIST.

BANKRUPTCY

TRAINING ROOM

TEMPORARY SCREENING ENTRANCE DURING CONSTRUCTION

NOTE: EXISTING ROLL-UP DOORS TO REMAIN OPEN DURING

CONSTRUCTION TO ALLOW ACCESS TO EMPLOYEES WORKING

AFTER HOURS AND WEEKENDS. THE EXISTING ROLL-UP DOORS

TO ONLY BE CLOSED DURING A HURRICANE

TEMPORARY USMS SCREENING AREA

EXISTING CONCRETE PLAZA & STEPS TO REMAIN &

BE PROTECTED DURING CONSTRUCTION

EXISTING JERSEY BARRIERS TO REMAIN EXCEPT

WHERE NOTED OTHERWISE

GC PROVIDED PROJECT CONSTRUCTION SIGN

N.I.C.

EXISTING CONCRETE ADA RAMP TO REMAIN

& BE RENOVATED AS SHOWN IN DRAWINGS

CONTRACTOR PROVIDED TEMPORARY SECURITY STATION -

CONTRACTOR TO PROVIDE FULL TIME EMPLOYEE DEDICATED TO

MANNING SECURITY STATION ONLY & WHOSE ONLY ROLE IS TO

MONITOR, TRACK & LOG WHO ENTERS THE SITE, ENSURE THOSE

ENTERING THE SITE HAVE BEEN CLEARED BY FPS & USMS,

MONITOR WHO LEAVES THE SITE, DELIVERIES & COORDINATING

W/FPS & USMS ON A DAILY BASIS. EMPLOYEE MUST HAVE A

CURRENT HSPD-12 CLEARANCE & BADGE FOR THIS ROLE WHO

MUST REMAIN IN PLACE FOR THE FULL CONSTRUCTION

DURATION & MUST BE ON DUTY AT ALL TIMES WHEN

CONSTRUCTION IS OCCURRING.

EXISTING LIGHTPOLES TO REMAIN & BE

PROTECTED DURING CONSTRUCTION, TYP.

S

EXISTING FLAGPOLES TO REMAIN & BE

PROTECTED DURING CONSTRUCTION

TEMPORARY CONSTRUCTION BARRIER W/

SECURITY MESH

LINE OF SOFFIT ABOVE

EXISTING WALLS/PARTITIONS

EXISTING ITEM TO REMAIN

NEW 6' HIGH FENCED IN CONSTRUCTION

PERIMETER W/ PRIVACY SCREENING

OCCUPANTS PATH OF TRAVEL DURING

CONSTRUCTION

SECURE CONSTRUCTION ZONE W/

CONTRACTOR TO STAY WITHIN

CONSTRUCTION ZONE AT ALL TIMES

TEMPORARY FRT PLYWOOD FULL HEIGHT TO

SECURE PERIMETER DURING CONSTRUCTION

TEMPORARY STOREFRONT & DOOR ASSEMBLY TO

BE REMOVED AFTER CONSTRUCTION COMPLETE

CONTRACTOR PROVIDED TEMPORARY SECURITY

STATION - W/ CONTRACTOR TO PROVIDE FULL

TIME EMPLOYEE DEDICATED TO MANNING

SECURITY STATION

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

BU

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IN

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CO

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OR

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A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

N1891438/N2058597

G006

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

CONSTRUCTION COORDINATION PLAN

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

N

1/16" = 1'-0"1 CONSTRUCTION COORDINATION PLAN

GENERAL PROJECT & CONSTRUCTION COORDINATION

REQUIREMENTS

CONSTRUCTION COORDINATION PLAN LEGEND:

0 8' 16' 32'

CONSTRUCTION COORDINATION PLAN WORK NOTES

02 CONTRACTOR TO PROTECT & MAINTAIN ALL EXISTING SECURITY CAMERAS IN THE AREA OF RENOVATION & AROUND

THE BUILDING EXTERIOR IN THE FENCED IN PERIMETER WITH CAMERAS TO REMAIN OPERATIONAL AT ALL TIMES. FIELD

VERIFY EXACT LOCATIONS OF EXISTING CAMERAS & COORDINATE W/ FPS, USMS, & GSA.

1. ANY NOISY OR DISRUPTIVE WORK THAT IS HEARD IN THE INTERIOR SPACES OR COURTROOMS MUST BE PERFORMED AFTER HOURS AT NO ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL AFTER HOURS WORK WITH GSA AT

LEAST 7 DAYS IN ADVANCE.

2. CONTRACTOR WILL HAVE UNRESTRICTED ACCESS TO THE ESTABLISHED SECURE CONSTRUCTION ZONE IN THE BUILDING DURING NORMAL BUSINESS HOURS FROM 7AM-6PM MONDAY THRU FRIDAY, WITH FEDERAL HOLIDAYS EXCLUDED. ALL

AFTER HOURS WORK MUST BE COORDINATED IN ADVANCE WITH GSA AND THE USMS.

3. ALL WORK TO OCCUR DURING NORMAL BUSINESS HOURS EXCEPT FOR WORK REQUIRING PNEUMATIC TOOLS, WORK INVOLVING SHUT DOWNS, WORK PRODUCING A LARGE AMOUNT OF DUST/DEBRIS & FUMES, OR OTHER LOUD ACTIVITIES WILL BE REQUIRED TO BE COMPLETED AFTER NORMAL BUSINESS HOURS. COORDINATE WITH GOVERNMENT IN ADVANCE.

GC MUST COMPLY WITH GSA NOISE MANAGEMENT REQUIREMENTS. WHEN COMPLIANCE WITH THESE CRITERIA IS IN QUESTION, THE CONTRACTOR SHALL MONITOR NOISE PRODUCED FROM APPLICABLE CONSTRUCTION OPERATIONS IN

ACCORDANCE WITH ASTM E1780.

4. THE SITE & BUILDING WILL REMAIN FULLY OCCUPIED BY GSA AND GSA TENANTS DURING THE ENTIRE CONSTRUCTION

PERIOD. MAINTAIN EXISTING EXITS UNLESS AUTHORIZED BY GSA.

5. COORDINATE ALL ACCESS OUTSIDE OF ESTABLISHED, SECURE CONSTRUCTION ZONE IN ADVANCE WITH GOVERNMENT & ON-SITE SECURITY. ACCESS THROUGH USMS SECURE SPACE WILL BE SUBJECT TO ADDITIONAL 72 HOUR MINIMUM

ADVANCE NOTICE REQUIREMENTS.

6. PROVIDE GSA WITH A MINIMUM OF 7 DAYS ADVANCE NOTICE OF ALL AFTER HOURS WORK. ALL WORK REQUIRING SHUT

DOWN OF BUILDING SYSTEMS WILL REQUIRE AFTER-HOURS WORK.

7. COORDINATE ON-SITE STAGING AREA LOCATION, RESTRICTIONS, AND REQUIREMENTS WITH GSA PRIOR TO BEGINNING

PROJECT.

8. GC WILL BE REQUIRED TO PUT TOGETHER A SPECIFIC SECURITY PLAN OUTLINING SPECIFIC MEASURES, CONTROLS, AND PLAN FOR MAINTAINING THE ESTABLISHED, SECURE CONSTRUCTION ZONE, AS WELL AS CONTROLLED ACCESS INTO/OUT OF THE FENCING INTO THE SECURE CONSTRUCTION ZONE. GC TO SUBMIT PLAN TO GSA, USMS & FPS FOR REVIEW AND

APPROVAL AS PART OF THE SHOW DRAWING REVIEW PROCESS.

9. GC TO PROVIDE A CONSTRUCTION SITE WAYFINDING PLAN W/ALL REQUIRED SIGNAGE & MEASURES AS REQUIRED TO SAFELY & CLEARLY DIRECT THE PUBLIC TO THE NEW TEMPORARY SCREENING AREA ALL THE WAY FROM THE SOUTHEAST CORNER OF THE SITE ON SE 3RD STREET. SUBMIT WAYFINDING PLAN & ALL SIGNAGE TO GSA FOR REVIEW &

APPROVAL.

ANY DISRUPTIVE WORK TO

OPERATION OF BUILDING

TO BE DONE AFTER-HOURS

UP

UP

UP

UP

UP

UP

DN

UP

UP

UP

DN

ELEVATOR

#3

ELEVATOR

#4

ELEVATOR

#5

ELEVATOR

#6

JUDGE'S

ELEVATOR

#1 JUDGE'S

ELEVATOR

#2

ELEC. ROOM

MECH. ROOM

OPEN TO ABOVE

& BELOW

OPEN TO ABOVE

EXIST.

BANKRUPTCY

TRAINING ROOM

USMS CORRIDOR

114N

EXISTING

EXTERIOR

COVERED

AREA

TEMPORARY

PUBLIC/STAFF

SCREENING ENTRANCE

DURING CONSTRUCTION

PHASE 1A

• PROVIDE NEW TEMPORARY EXTERIOR

STOREFRONT & ENTRY/EGRESS DOORS.

• PROVIDE NEW INFRASTRUCTURE &

REINSTALL EXISTING USMS SCREENING

STATION EQUIPMENT & GUN LOCKERS IN

NEW TEMPORARY LOCATION. COORDINATE

W/ USMS FOR EXACT LOCATION & SET-UP.

• ACCESS CONTROL THROUGH THIS ENTRY

DURING AFTERHOURS/WEEKEND FOR

EMPLOYEES

• EXISTING ROLL-UP DOORS TO REMAIN

OPEN DURING CONSTRUCTION TO ALLOW

ACCESS TO EMPLOYEES WORKING AFTER

HOURS AND WEEKENDS. THE EXISTING

ROLL-UP DOORS TO ONLY BE CLOSED

DURING A HURRICANE OR OTHER HIGH

WIND EVENT.

CONSTRUCTION

PHASE 1B

REMOVE PORTIONS OF

EXISTING WALLS, DOORS, &

CEILINGS AS REQ'D. TO ALLOW

FOR TEMPORARY ENCLOSURE

& ACCESS WALKWAY

AC

ADD SIGNAGE ON INTERIOR

SIDE OF DOOR - "DO NOT

EXIT OR ENTER - SECURE

CONSTRUCTION ZONE"

EXISTING ACCESS

CONTROLLED DOOR TO BE

LOCKED AT ALL TIMES

DURING CONSTRUCTION

010101

A405

BANKRUPTCY

CLERK OF

COURT WAITING

AREA

STAIR #4

CONSTRUCTION

PHASE 1C

PROVIDE TEMPORARY

ENCLOSURE & CONSTRUCTION

BARRIERS PER DETAIL

GC TO PROVIDE BOTTLED WATER

FOR OCCUPANTS DURING

CONSTRUCTION AFTER THE EXISTING

DRINKING FOUNTAIN IS REMOVED

T

T

T

T

T

T

NOTE THAT ALL EXISTING MECHANICAL,

ELECTRICAL, SECURITY, PLUMBING, &

FIRE SPRINKLER SYSTEMS MUST REMAIN

ACTIVE & FULLY OPERATIONAL ALL TIMES

IN THE EXISTING USMS & CSO AREA

N.I.C

ELEVATOR

#3

ELEVATOR

#4

ELEVATOR

#5

ELEVATOR

#6

JUDGE'S

ELEVATOR

#1 JUDGE'S

ELEVATOR

#2

EXIST.

ELECTRICAL

ROOM

ELEC. ROOM

MECH. ROOM

N.I.C

EL

EC

. R

OO

M #2

OPEN TO ABOVE

& BELOW

OPEN TO ABOVE

EXIST.

BANKRUPTCY

TRAINING ROOM

USMS CORRIDOR

114N

EXISTING

EXTERIOR

COVERED

AREA

AC

INSTALL NEW BLAST RATED

CURTAINWALL PRIOR TO

REMOVAL OF EXISTING

STOREFRONT, DOORS, &

MOTORIZED SHUTTERS TO

PROVIDE FOR SECURE

COURTHOUSE PERIMETER

010101

STAIR #4

BANKRUPTCY

CLERK OF

COURT WAITING

AREA

CONSTRUCTION

PHASE 2

MAIN AREAS DEMOLITION

& BUILD-BACK

TEMPORARY

MAIN ENTRANCE

TEMPORARY

SCREENING STATION

T

T

T

T

T

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EXISTING ITEM TO BE REMOVED

TEMPORARY CONSTRUCTION BARRIERS TO BE INSTALLED

PRIOR TO USMS MOVE AND AFTER 1A DEMOLITION.

LINE OF SOFFIT ABOVE

EXISTING USMS SCREENING STATION EQUIPMENT TO

REINSTALLED IN NEW LOCATION BY CONTRACTOR ALONG

W/ NEW INFRASTRUCTURE SUCH AS POWER, DATA,

SECURITY, MECHANICAL, ELECTRICAL, ETC. COORDINATE

EXACT LOCATION & REQUIREMENTS W/ USMS

EXISTING WALLS/PARTITIONS

EXISTING ITEM TO REMAIN

NEW TEMPORARY STOREFRONT GLASS PARTITIONS W/

ENTRY DOORS TO BE INSTALLED PRIOR TO USMS MOVE

"AC" DENOTES NEW ACCESS CONTROLLED OPENING -

REFER TO ELECTRICAL

ITEM TO BE INSTALLED OR REINSTALLED IN NEW LOCATION

AC

TEMPORARY EXIT SIGNS TO BE PROVIDED & REMAIN IN

PLACE DURING CONSTRUCTION - COORDINATE EXACT

LOCATION, QUANTITY & MOUNTING TYPE W/ GSA FPE &

ARCHITECT

T

ELEVATOR

#3

ELEVATOR

#4

ELEVATOR

#5

ELEVATOR

#6

JUDGE'S

ELEVATOR

#1 JUDGE'S

ELEVATOR

#2

EXIST.

ELECTRICAL

ROOM

ELEC. ROOM

MECH. ROOM

N.I.C

OPEN TO ABOVE

& BELOW

OPEN TO ABOVE

CONSTRUCTION

PHASE 3

• BUILD BACK REMAINING AREA

FINISHES & INFRASTRUCTURE

• PHASE TO BE COMPLETED

AFTER-HOURS

EXIST.

BANKRUPTCY

TRAINING ROOM

USMS CORRIDOR

114N

EXISTING

EXTERIOR

COVERED

AREA

AC

BANKRUPTCY

CLERK OF

COURT WAITING

AREA

TEMPORARY

MAIN ENTRANCE

TEMPORARY

SCREENING STATION

AREA OF WORK

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE

DESIGN & CONSTRUCTION DIVISION

77 FORSYTH STREET, SW, SUITE G40

ATLANTA, GA 30303

DJP

CPN

11-20-2020

CHRISTOPHER P. NOEL

AR#: 92560

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333 F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609 ttv architects, inc.

BU

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IN

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CO

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RA

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OR

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A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NO.

FACILITY CODE

04-08-2020 35% DD SUBMISSION

07-10-2020 65% CD SUBMISSION

09-17-2020 90% CD SUBMISSION

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

10-12-2020 100% SUBMITTAL

12-01-2020 BID SET

N1891438/N2058597

G100

C. CLYDE ATKINS USCH LOBBY EXPANSION &

SECURITY ENHANCEMENT PROJECT

CONSTRUCTION PHASING PLANS

C. CLYDE ATKINS USCH LOBBY RENOVATION

JOSH LOCKWOOD

BID SET

12-01-2020

1927 - GSA ATKINS USCH LOBBY

C. CLYDE ATKINS U.S. COURTHOUSE

301 N. MIAMI AVE, MIAMI, FL 33128

TTV ARCHITECTS, INC.

FL0078AD

N

1" = 20'-0"1 CONSTRUCTION PHASING PLAN - PHASE #1 - LEVEL 1

N

1" = 20'-0"2 CONSTRUCTION PHASING PLAN - PHASE #2 - LEVEL 1

GENERAL PHASING NOTES

CONSTRUCTION PHASING LEGEND:

1. EACH PHASE MUST BE COMPLETED FINISHED & FULLY OPERATIONAL PRIOR TO BEGINNING NEXT

CONSTRUCTION PHASE.

2. ALL EXISTING SECURITY EQUIPMENT & SECURITY CAMERAS MUST REMAIN FULLY OPERATIONAL AT ALL

TIMES DURING CONSTRUCTION.

3. EXISTING COURTHOUSE MUST REMAIN SECURE AT ALL TIMES DURING CONSTRUCTION.

4. REFER TO OTHER DRAWINGS FOR DETAILED WORK & EXTENTS OF WORK.

CONSTRUCTION PHASING PLAN WORK NOTES:

01 NOTE THAT ALL THE EXISTING EXTERIOR STOREFRONT, DOORS, & MOTORIZED SHUTTERS MUST

REMAIN IN PLACE UNTIL AFTER THE NEW EXTERIOR CURTAINWALL HAS BEEN INSTALLED IN ORDER TO

MAINTAIN THE COURTHOUSE'S SECURE PERIMETER AT ALL TIMES.

N

1" = 20'-0"3 CONSTRUCTION PHASING PLAN - PHASE #3 - LEVEL 1

ANY DISRUPTIVE WORK TO

OPERATION OF BUILDING

MARSHAL'S

SALLYPORT

FIRE PUMP

ROOM

MECH/ELECT

ROOM

MARAHAL'S

SALLYPORT

MECH./EQUIP.

ROOM

CONSTRUCTION

PHASE 1

INSTALL NEW STRUCTURAL

REINFORCING FOR NEW BLAST

RESISTANT CURTAINWALL ABOVE

PROVIDE NEW SPRAY ON

INSULATION SYSTEM ON BOTTOM

OF CONCRETE DECK ABOVE

OPEN TO

ABOVE

CONSTRUCTION

PHASE 2

EXISTING

SECURE PARKING

GARAGE

EXISTING

SECURE PARKING

GARAGE

ELEC. ROOM

OPEN MECH.

SHAFT

ELEVATOR

#3

ELEVATOR

#4

ELEVATOR

#5

ELEVATOR

#6

EXISTING MECH.

& ELEC. ROOM

FE

EXIST. LOBBY

ELEVATOR

#6

ELEVATOR

#2

FE

OPEN TO BELOW

STAIR #4

N.I.C

EXISTING

COVERED

EXTERIOR

WALKWAY

INSTALL NEW BLAST RATED

CURTAINWALL PRIOR TO

REMOVAL OF EXISTING

STOREFRONT, DOORS, &

MOTORIZED SHUTTERS TO

PROVIDE FOR SECURE

COURTHOUSE PERIMETER

CONSTRUCTION

PHASE 1

PROVIDE TEMPORARY

ENCLOSURE & CONSTRUCTION

BARRIERS PER DETAIL

EXISTING USMS

AREA

EXISTING USMS

COMMAND

CENTER

EXISTING ITEM TO BE REMOVED

TEMPORARY CONSTRUCTION BARRIERS TO BE INSTALLED

PRIOR TO USMS MOVE AND AFTER 1A DEMOLITION.

LINE OF SOFFIT ABOVE

EXISTING USMS SCREENING STATION EQUIPMENT TO

REINSTALLED IN NEW LOCATION BY CONTRACTOR ALONG

W/ NEW INFRASTRUCTURE SUCH AS POWER, DATA,

SECURITY, MECHANICAL, ELECTRICAL, ETC. COORDINATE

EXACT LOCATION & REQUIREMENTS W/ USMS

EXISTING WALLS/PARTITIONS

EXISTING ITEM TO REMAIN

NEW TEMPORARY STOREFRONT GLASS PARTITIONS W/

ENTRY DOORS TO BE INSTALLED PRIOR TO USMS MOVE

"AC" DENOTES NEW ACCESS CONTROLLED OPENING -

REFER TO ELECTRICAL

ITEM TO BE INSTALLED OR REINSTALLED IN NEW LOCATION

AC

TEMPORARY EXIT SIGNS TO BE PROVIDED & REMAIN IN

PLACE DURING CONSTRUCTION - COORDINATE EXACT

LOCATION, QUANTITY & MOUNTING TYPE W/ GSA FPE &

ARCHITECT

T

ALL SEAMS AND JOINTS ABUTTING TO ALLS,

FLOORS, CEILINGS, DOOR FRAMES AND

THROUGH PENETRATIONS SHALL BE SEALED

WITH MIN. 3" DUCT TAPE.

5/8" GWB

ALL SEAMS ABUTTING TO WALLS, FLOORS,

CEILINGS, DOOR FRAMES AND THROUGH

PENETRATIONS SHALL BE SEALED WITH

MIN. 3" DUCT TAPE.

MIN. 3-5/8" - 20GA MTL. STUDS STUDS AT 2'-0" O.C.

NOTE: PROVIDE TEMPORARY PARTITIONS AND TEMPORARY DOORS AS REQ'D FOR FULLY RIGID & SAFE CONDITION WHERE INDICATED ON DRAWINGS & WHERE REQ'D BY GSA TO SEPARATE CONSTRUCTION

AREAS FROM REMAINDER OF THE FLOOR AREA. TEMPORARY PARTITIONS AND TEMPORARY DOORS

SHALL REMAIN FOR DURATION OF THE RENOVATION WORK, UNLESS DIRECTED OTHERWISE BY GSA.

PARTITION TO BE SECURED BY MECHANICAL

ANCHORS AT SILL PLATE WITH CONTINUOUS

POLYETHYLENE GASKET & SILICONE CAULK. PATCH

HOLES CAUSED BY ANCHORS UPON REMOVAL.

TEMPORARY LIGHT FIXTURE CENTERED

ON CEILING - SEE ELECTRICAL

CIRCULATION

CORRIDOR

BOTTOM OF EXISTING

FLOOR SLAB ABOVE

& EXG. WALLS

MAINTAIN 48" CLR

MIN. FROM NEW

#12 SECURITY MESH FASTENED USING MANUF.

RECOMMENDED BARRIER TYPE CLIPS

REFER TO ENGINEERING

DRAWINGS FOR TEMPORARY

MECHANICAL, ELECTRICAL, &

FIRE PROTECTION ITEMS

PORTION OF EXISTING

CEILING TO REMAIN UNTIL

DEMOLISHED IN LATER

PHASE OF PROJECT

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PROJECT TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

SHEET

DATE DRAFTED:

SHEET SIZE: 24x36

MARK DATE DESCRIPTION

OF

GENERAL SERVICES…