USDA_SB_Room_0410_Data_Center_Conversion_â_Sol___12314218B0010_-_DRAWINGS.pdf

PDF 17 MB Posted Jul 13, 2018

Attached to: USDA South Building - Room 0410 Data Center Conversion Federal contract opportunity
Solicitation number: 12314218B0011
Issued by: Department of Agriculture Assistant Secretary for Departmental Management

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USDA South Building - Room 0410 Data Center Conversion Solicitation # 12314218B0010 DRAWINGS

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File	Type	Posted
12314218B0010_Amendment___0003_dated_August_15,_2018.pdf	PDF	Aug 15, 2018
12314218B0010_Amendment___0002_dated_August_08,_2018.pdf	PDF	Aug 8, 2018
12314218B0010_Amendment___0001_dated_July_31,_2018.pdf	PDF	Jul 31, 2018
USDA_SB_Room_0410_Data_Center_Conversion_â_Sol___12314218B0010_-_SPECS.pdf	PDF	Jul 13, 2018
USDA_SB_Room_0410_Data_Center_Conversion_â_Sol___12314218B0010_07.13.2018.pdf	PDF	Jul 13, 2018

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AREA OF WORK

KEY PLAN

BASEMENT

SOUTH BUILDING ROOM 0410 DATA

CENTER CONVERSION

Addendum #1

DRAWING SHEET INDEX

50% 95% 100%

GENERAL

G 0 01 COVER SHEET X X X

G 0 02 BASEMENT - LIFE SAFETY PLAN - NEW WORK X X X

G 0 03 SUB-BASEMENT PHOTOS X

STRUCTURAL

S 0 01 STRUCTURAL NOTES AND DETAILS X X X

ARCHITECTURAL

A 0 01 ARCHITECTURAL NOTES AND ABBREVIATIONS X X X

AD 1 01 BASEMENT DEMOLITION PLAN X X X

A 1 01 BASEMENT NEW WORK PLAN X X X

A 1 10 BASEMENT REFLECTED CEILING PLAN X X X

A 3 01 SECTIONS X X X

A 4 01 DETAILS X X X

A 7 01 SCHEDULES & TYPICAL DETAILS X X X

FIRE SUPPRESSION

F 0 01

FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

X X X

FD 1 01 FIRE SUPPRESSION BASEMENT DEMO WORK PLAN X X X

F 1 01 FIRE SUPPRESSION BASEMENT NEW WORK PLAN X X X

F 5 01 FIRE SUPPRESSION FLOW DIAGRAM X X

FIRE ALARM

FA 0 01

FIRE ALARM GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

X X X

FA 1 01 FIRE ALARM SUB-BASEMENT NEW WORK PLAN X X X

FA 1 02 FIRE ALARM BASEMENT NEW WORK PLAN X X X

FA 5 01 FIRE ALARM RISER DIAGRAM X X

FA 5 02 FIRE ALARM INPUT OUTPUT MATRIX X X

MECHANICAL

M 0 01

LEGEND, ABBREVIATIONS, AND GENERAL NOTES

X X X

M 1 01 SUB-BASEMENT NEW WORK PLAN X X X

M 1 02 BASEMENT NEW WORK PLAN X X X

M 5 01 MECHANICAL DETAILS X X X

M 6 01 MECHANICAL SCHEDULES X X X

M 7 01 MECHANICAL RISER DIAGRAM X X

M 8 01 MECHANICAL CONTROLS X X

M 8 02 MECHANICAL CONTROLS X X

PLUMBING

P 0 01

LEGEND, ABBREVIATIONS, AND GENERAL NOTES

X X X

P 1 02 PLUMBING PLAN - SUBBASEMENT - NEW WORK X X X

P 1 02 PLUMBING PLAN - BASEMENT - NEW WORK X X X

ELECTRICAL

E 0 01

ELECTRICAL NOTES, SYMBOL, AND LEGEND

X X X

E 1 00 ELECTRICAL DEMOLITION PLAN X X

E 1 01 ELECTRICAL NEW WORK LIGHTING PLAN X X X

E 1 02 ELECTRICAL NEW WORK POWER PLAN X X X

E 1 03 ELECTRICAL SUB-BASEMENT NEW WORK POWER PLAN X X X

E 1 04 ELECTRICAL GENERATOR PLAN X X X

E 5 01 ELECTRICAL DETAILS X X X

E 5 02 ELECTRICAL DETAILS X X

E 6 01 ONE LINE DIAGRAM DEMO X X X

E 6 02 ELECTRICAL ONE-LINE DIAGRAM NEW WORK X X X

E 6 03 ELECTRICAL PANEL SCHEDULES X X

AS DM

COVER SHEET

GENERAL

G 0 01

DATE: September 12, 2017

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CITY: WASHINGTON , DISTRICT OF COLUMBIA

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USDA NUMBER

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DESCRIPTION

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PROJECT

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SOUTH BUILDING

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ROOM 0410

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DC0005ZZ

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THE DEPARTMENT OF AGRICULTURE

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AG-3412-C-16-0008

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2017-EB-1

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PLUMBING

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ELECTRICAL

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MECHANICAL

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ENGINEER

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STRUCTURAL

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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INTERIOR

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SPACE

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CONSULTANT

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ABATEMENT

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PLANNING

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DATA CENTER CONVERSION

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USDA FIRE

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HISTORIC

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BUILDING

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MANAGER

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AECOM TECHNICAL SERVICES, INC.

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ENVIRONMENTAL

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COVER SHT. APPROVALS

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STRUCTURAL

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ARCHITECTURAL

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MECHANICAL

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MANAGEMENT

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PROTECTION

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SPACE

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GSA FIRE

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CONCESSIONS

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ELECTRICAL

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MANAGEMENT

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NO.

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REVISION

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DATE

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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100%%% SUBMISSION

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ADDENDUM 1

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S E

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T R

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T A

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ROOM

F E

1 - HR FIRE RESISTANCE RATED FIRE BARRIER WALLS

FEC FIRE EXTINGUISHER IN CABINET LOCATION (CARBON DIOXIDE TYPE

UL-RATED 10-B:C, 15LB, UNLESS NOTED OTHERWISE)

FACP

FIRE ALARM CONTROL PANEL LOCATION

TRAVEL DISTANCE

(FEET)

COMMON PATH OF TRAVEL

(FEET)

APPROVED EXIT / ACCESSIBLE EXIT

DEAD END CORRIDOR

(FEET)

STORAGE USE; # = OCCUPANT LOAD

BUSINESS USE; # = OCCUPANT LOAD

APPLICABLE CODES/STANDARDS

GOVERNMENTAL REGULATIONS:

ADAAG, AMERICAN WITH DISABILITIES ACCESSIBILITIES GUIDELINES (2010)

UFAS, UNIFORM FEDERAL ACCESSIBILITY STANDARDS (2010)

OSHA REGULATION

EPA REGULATIONS

GSA P-100 FACILITIES STANDARDS, 2016

NON-GOVERNMENTAL REGULATIONS:

IBC 2015 (EXCEPT CHAPTER 10, MEANS OF EGRESS)

LIFE SAFETY (EGRESS REQUIREMENTS): LIFE SAFETY CODE (ANSI/NFPA 101, 2015 EDITION)

INTERNATIONAL MECHANICAL CODE, 2009 EDITION

NFPA STANDARDS:

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

NFPA 13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEM, 2016 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016 EDITION

NFPA 75, STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT, 2017

EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

OCCUPANCY CLASSIFICATION

THE USDA BUILDING IS A MIXED OCCUPANCY/USE FACILITY CONSISTING OF STORAGE (GROUP S1), ASSEMBLY (GROUP A3), AND BUSINESS (GROUP B) USE GROUPS/OCCUPANCIES PER THE IBC. THE USDA

BUILDING IS CLASSIFIED AS A HIGH-RISE BUILDING PER IBC 403.1 AND NFPA 101 11.8. THE PROJECT AREA

BEING RENOVATED IS CLASSIFIED AS A BUSINESS OCCUPANCY PER IBC.

CONSTRUCTION TYPE

THE EXISTING BUILDING CONSTRUCTION TYPE MOST CLOSELY RESEMBLES TYPE IB PER IBC. NO WORK IN

THIS PROJECT WILL RESULT IN A CHANGE IN THE TYPE OF CONSTRUCTION.

FIRE BARRIER OPENING PROTECTION REQUIREMENTS

IN ACCORDANCE WITH NFPA 75, SECTION 6.1.3.2, THE DATA CENTER SHALL HAVE A FIRE RESISTANCE

RATING OF NOT LESS THAN 1 HOUR. THE UPS ROOM SHALL ALSO HAVE A 1-HOUR FIRE RESISTANCE

RATING IN ACCORDANCE WITH TABLE 509 OF IBC.

THE REQUIREMENTS FOR THE PROTECTION OF FIRE BARRIER OPENINGS ARE BASED UPON APPLICABLE

IBC CRITERIA. IBC CHAPTER 7 GOVERNS THE MATERIALS AND ASSEMBLIES USED FOR STRUCTURAL FIRE

RESISTANCE AND FIRE-RESISTANCE-RATED CONSTRUCTION SEPARATION OF ADJACENT SPACES TO

SAFEGUARD AGAINST THE SPREAD OF FIRE AND SMOKE WITHIN A BUILDING AND THE SPREAD OF FIRE TO

OR FROM BUILDINGS.

GENERAL BUILDING HEIGHTS AND AREAS

THIS PROJECT DOES NOT INVOLVE THE INCREASE OR REDUCTION OF BUILDING

HEIGHTS OR AREAS.

HAZARD CLASSIFICATIONS

SERVER ROOM = B

CORRIDORS = B

UPS AND ATS ROOM = S1

INTERIOR FINISH RATINGS

STORAGE OCCUPANCIES:

- INTERIOR WALL AND CEILING FINISHES: CLASS C MINIMUM (IBC, TABLE 803.11)

- INTERIOR FLOOR FINISHES: NO REQUIREMENT (NFPA 101, 42.3.3.3.2)

BUSINESS OCCUPANCIES:

- INTERIOR WALL AND CEILING FINISHES: CLASS C MINIMUM (IBC, TABLE 803.11)

- INTERIOR FLOOR FINISHES: NO REQUIREMENT (NFPA 101, 39.3.3.3)

MEANS OF EGRESS

EGRESS REQUIREMENTS SHALL BE PER NFPA 101.

OCCUPANT LOAD FACTORS

- BUSINESS: 100 SQFT/PERSON (NFPA 101, TABLE 7.3.1.2)

- STORAGE: 300 SQFT/PERSON

EGRESS CAPACITIES:

- DOORS/CORRIDORS: CLEAR WIDTH / 0.2 INCHES PER PERSON

EXIT ACCESS TRAVEL DISTANCE LIMITS:

- BUSINESS: 200 FT (NFPA 101, SECTION 39.2.6.2)

- STORAGE: 400 FT (NFPA 101, TABLE 42.2.6)

COMMON PATH OF TRAVEL LIMITS:

- BUSINESS: 75 FT (NFPA 101, SECTION 39.2.5.3.3)

- STORAGE: 100 FT (NFPA 101, TABLE 42.2.5)

DEAD END LIMITS:

- BUSINESS: 50 FT (NFPA 101, SECTION 39.2.5.2)

- STORAGE: 100 FT (NFPA 101, TABLE 42.2.5)

ARRANGEMENT OF MEANS OF EGRESS:

EXITS ARE SEPARATED BY AT LEAST ONE-THIRD THE LENGTH OF THE MAXIMUM

DIAGONAL DIMENSION OF THE AREA SERVED PER NFPA 101, 7.5.1.3.3. SEE LIFE SAFETY

PLAN FOR MAXIMUM DIAGONAL AND EXIT SEPARATION MEASUREMENTS.

EXIT ILLUMINATION:

MEANS OF EGRESS WILL BE ILLUMINATED WITH AT LEAST 1 FT-CANDLE MEASURED AT

THE FLOOR IN ACCORDANCE WITH NFPA 101, 7.8.

EMERGENCY LIGHTING AND EXIT SIGNS:

EXIT SIGNS WILL BE PROVIDED TO MARK EXITS AND DIRECT OCCUPANTS TOWARDS

EXITS PER NFPA 101, 7.10. EMERGENCY LIGHTING WILL BE PROVIDED FOR ALL MEANS

OF EGRESS PER NFPA 101, 7.9.

FIRE DEPARTMENT ACCESS

EXISTING FIRE DEPARTMENT ACCESS TO THE BUILDING WILL NOT BE MODIFIED BY THIS PROJECT.

FIRE SUPPRESSION

THIS BUILDING IS NOT FULLY SPRINKLERED; ONLY MODERNIZED AREAS AND A FEW OTHER AREAS

ARE SPRINKLERED. THE AREA OF WORK CONTAINS SPRINKLERS THAT WILL BE MODIFIED TO PROVIDE

COMPLETE PROTECTION OF THE SPACE. THE WET PIPE SYSTEM OUTSIDE OF THE AREA OF WORK

WILL BE MAINTAINED ACTIVE AT ALL TIMES.

CONTRACTOR SHALL COORDINATE WITH GSA FOR APPROVAL OF SHOP DRAWINGS.

FIRE ALARM

THERE ARE CURRENTLY NO FIRE ALARM DEVICES IN THE SPACE. THIS PROJECT INVOLVES THE

ADDITION OF A NEW COMPUTER FIRE ALARM SUB-PANEL, SMOKE DETECTORS, DUCT DETECTORS, AND NOTIFICATION DEVICES. ADDRESSABLE SMOKE DETECTORS UTILIZING EARLY WARNING SMOKE

DETECTION TECHNOLOGY WILL BE USED THROUGHOUT THE SPACE AS WELL AS IN THE RAISED

FLOORS AND ABOVE CEILING SPACE. THE ACTIVATION OF ONE SMOKE DETECTOR SHALL ACTIVATE A

PRE-ALARM SIGNAL AND LOCAL NOTIFICATION APPLIANCES. THE ACTIVATION OF A SECOND SMOKE

DETECTOR SHALL ACTIVATE BUILDING NOTIFICATION APPLIANCES AND DISCONNECT POWER TO THE

INFORMATION TECHNOLOGY EQUIPMENT AND HVAC EQUIPMENT AFTER A PRESET TIME DELAY.

ACTIVATION OF THE WATERFLOW SWITCH ACTIVATE BUILDING NOTIFICATION APPLIANCES,

DISCONNECT POWER TO THE INFORMATION TECHNOLOGY EQUIPMENT AND HVAC EQUIPMENT WITH

NO TIME DELAY, AND CLOSE DAMPERS.

THE NEW COMPUTER FIRE ALARM CONTROL PANEL SHALL BE TIED INTO THE EXISTING W4 CENTRAL

BUILDING FIRE ALARM CONTROL PANEL LOCATED IN ROOM 1041.CONTRACTOR SHALL COORDINATE

WITH GSA FOR TIE-IN TO W4 CENTRAL FIRE ALARM PANEL, APPROVAL OF SHOP DRAWINGS, AND FINAL

AND ACCEPTANCE TESTING.

A-101

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KEY PLAN

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AS DM

LIFE SAFETY PLAN

GENERAL

G 0 02

LIFE SAFETY LEGEND:

SCALE: 3/32"

BASEMENT - LIFE SAFETY PLAN - NEW WORK

00 8' 16'

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USDA NUMBER

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DESCRIPTION

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PROJECT

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SOUTH BUILDING

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ROOM 0410

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DC0005ZZ

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THE DEPARTMENT OF AGRICULTURE

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AG-3412-C-16-0008

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2017-EB-1

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PLUMBING

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ELECTRICAL

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MECHANICAL

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ENGINEER

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STRUCTURAL

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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INTERIOR

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SPACE

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CONSULTANT

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ABATEMENT

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PLANNING

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DATA CENTER CONVERSION

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USDA FIRE

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PROTECTION

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TELECOM

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SECURITY

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PROJECT

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MANAGER

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CONTRACTING

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OFFICER

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AECOM#60535380

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HISTORIC

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PRESERVATION

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BUILDING

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MANAGER

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AECOM TECHNICAL SERVICES, INC.

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ENVIRONMENTAL

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COVER SHT. APPROVALS

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STRUCTURAL

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ARCHITECTURAL

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MECHANICAL

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MANAGEMENT

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PROTECTION

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SPACE

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GSA FIRE

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CONCESSIONS

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ELECTRICAL

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MANAGEMENT

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NO.

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REVISION

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DATE

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

AutoCAD SHX Text 8/08/2017

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100%%% SUBMISSION

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ADDENDUM 1

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FIRE AND LIFE SAFETY CODE INFORMATION

AS DM

SUB-BASEMENT PHOTOS

GENERAL

G 0 03

GENERAL NOTES:

1. PHOTOS ON THIS SHEET ARE FOR REFERENCE ONLY

TO AID CONTRACTOR IN UNDERSTANDING SPACE

CONSTRAINTS.

PHOTO 1

PHOTO 2

PHOTO 3

PHOTO 4

PHOTO 5A

PHOTO 5B

PHOTO 5CPHOTO 8

PHOTO 7

PHOTO 6

PHOTO 5D

PHOTO LOCATION - SUB-BASEMENT PLAN

SUB-BASEMENT PLAN

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STREET: 14TH & INDEPENDENCE AVE. S.W.

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CITY: WASHINGTON , DISTRICT OF COLUMBIA

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PROGRESS DATE

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USDA NUMBER

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DESCRIPTION

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PROJECT

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SOUTH BUILDING

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ROOM 0410

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DC0005ZZ

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THE DEPARTMENT OF AGRICULTURE

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AG-3412-C-16-0008

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2017-EB-1

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PLUMBING

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ELECTRICAL

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MECHANICAL

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ENGINEER

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STRUCTURAL

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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INTERIOR

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SPACE

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CONSULTANT

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ABATEMENT

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PLANNING

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DATA CENTER CONVERSION

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USDA FIRE

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PROTECTION

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TELECOM

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SECURITY

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MANAGER

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CONTRACTING

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OFFICER

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AECOM#60535380

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HISTORIC

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PRESERVATION

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BUILDING

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MANAGER

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AECOM TECHNICAL SERVICES, INC.

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ENVIRONMENTAL

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COVER SHT. APPROVALS

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STRUCTURAL

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ARCHITECTURAL

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MECHANICAL

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MANAGEMENT

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PROTECTION

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SPACE

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GSA FIRE

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CONCESSIONS

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ELECTRICAL

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MANAGEMENT

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NO.

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REVISION

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DATE

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

AutoCAD SHX Text 8/08/2017

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100%%% SUBMISSION

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ADDENDUM 1

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GENERAL NOTES

CODES AND STANDARDS

1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:

INTERNATIONAL BUILDING CODE, 2015 EDITION

ACI 318-14

ANSI/AISC 360-10 LRFD, FOURTEENTH EDITION

ASCE 7-10

ACI 530-13

GSA PBS - P100, 2016

DESIGN LOADS AND CRITERIA

1. DESIGN LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

OFFICES (INCLUDING PARTITIONS) 70 PSF

MECHANICAL* 150 PSF

DATA CENTER 150 PSF

CORRIDORS 100 PSF

AREAS NOT OTHERWISE SPECIFIED 100 PSF

*OR EQUIPMENT WEIGHT IF GREATER

2. DESIGN DEAD LOADS:

MEP / CEILING 10 PSF

CMU PARTITIONS ACTUAL WEIGHT

GENERAL

1. THE CONTRACTOR SHALL MEASURE AND PROVIDE ALL EXISTING FIELD DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE PRIOR TO CONSTRUCTION

AND THE SUBMISSION OF SHOP DRAWINGS, AND SHALL NOTIFY THE CONTRACTING OFFICER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

VERIFICATION AND NOTIFICATION SHALL PROCEED PRIOR TO THE START OF WORK SO THAT ANY NECESSARY CHANGES CAN BE MADE WITHOUT DELAYING THE

PROJECT SCHEDULE.

2. THE CONTRACTOR SHALL REVIEW AND COORDINATE DIMENSIONS PROVIDED IN THE CONTRACT DOCUMENTS. LAYOUT OF BUILDING FOUNDATIONS AND OTHER

STRUCTURAL MEMBERS SHALL BE BASED ON THE FULL SET OF CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO THE ARCHITECTURAL, CIVIL AND

STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS. INCONSISTENCIES OR OMISSIONS IN DIMENSIONS SHALL BE FORWARDED TO THE CONTRACTING

OFFICER FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING.

3. THE STRUCTURAL DESIGN IS BASED ON THE STRUCTURE IN ITS COMPLETED STATE. THE CONTRACTOR AND HIS SUBS SHALL BE RESPONSIBLE FOR PROVIDING

TEMPORARY BRACING AND SHORING, AS REQUIRED, TO ENSURE VERTICAL AND LATERAL STABILITY OF THE ENTIRE STRUCTURE OR PORTION THEREOF DURING

CONSTRUCTION.

4. DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS

OTHERWISE SHOWN OR NOTED.

5. ANY REQUIRED TEMPORARY SHEETING AND SHORING SHALL BE IN CONFORMANCE WITH OSHA REGULATIONS. UNBRACED EXCAVATIONS SHALL BE SLOPED NO

GREATER THAN (1.5) HORIZONTAL TO (1) VERTICAL.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETAIN THE SERVICES OF A REGISTERED STRUCTURAL ENGINEER TO DETERMINE THE ALLOWABLE TEMPORARY

CONSTRUCTION LOADS AND TO PROVIDE A DESIGN FOR ALL FORMWORK, FORMWORK, STAGING, BRACING, SHEETING AND SHORING WHENEVER THE LOADING

FROM THE CONTRACTOR'S WORK EXCEEDS THE ALLOWABLE LIVE LOAD CAPACITIES OF THE EXISTING STRUCTURE.

7. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN VICINITY OF FOUNDATIONS AND DETERMINE IF A CONFLICT EXISTS. CONTRACTOR SHALL ALSO

PROVIDE INFORMATION ON LOCATION SIZE AND ELEVATION OF UTILITIES PRIOR TO START OF WORK SO THAT ANY NECESSARY CHANGES CAN BE MADE WITHOUT

DELAYING THE PROJECT SCHEDULE.

8. THE DEVELOPMENT AND IMPLEMENTATION OF JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

9. WHERE CONFLICTS EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND

SPECIFICATION, THE STRICTEST REQUIREMENT, AS INDICATED BY THE ENGINEER, SHALL GOVERN.

CONCRETE

1. ALL CONCRETE SHALL BE NORMAL WEIGHT 145 PCF WET CONCRETE DENSITY (UNLESS OTHERWISE NOTED) AND SHALL BE SUBMITTED TO THE ENGINEER FOR

APPROVAL BEFORE USE, WITH COMPRESSIVE STRENGTH AS FOLLOWS:

STRUCTURAL SLABS f'c = 4000 PSI (AIR ENTRAINED @ EXTERIOR SLABS)

ALL OTHER CONCRETE NOT OTHERWISE INDICATED f'c = 4000 PSI

2. CURING COMPOUND MUST BE APPLIED IMMEDIATELY FOLLOWING FINAL FINISHING.

3. CALCIUM CHLORIDE SHALL NOT BE PERMITTED IN CONCRETE.

4. PROVIDE CONTROL JOINTS AT [25] FEET O.C. MAX. LOCATE CONTROL JOINTS TO FORM APPROXIMATE SQUARE PANELS WITH THE LENGTH OF ONE SIDE NOT

EXCEEDING THE ADJACENT SIDE BY A FACTOR OF 1.5. CONTROL JOINTS MAY BE CONTRACTION JOINTS, CONSTRUCTION JOINTS, OR EXPANSION JOINTS.

5. CHAMFER EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES 3/4-INCH, UNO.

6. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF OPENINGS AND SLEEVES IN CONCRETE WALLS AND SUPPORTED FLOORS. SPREAD

REINFORCEMENT AT OPENINGS AND SLEEVES UNLESS OTHERWISE SHOWN. DO NOT CUT REINFORCEMENT. SEE TYPICAL REINFORCEMENT DETAILS FOR

OPENINGS IN SLABS AND WALLS FOR ADDITIONAL REQUIREMENTS.

7. ALL PLUMBING SLOTS AROUND SLEEVES SHALL BE FILLED WITH FIRE RATED MATERIAL WITH AN EQUIVALENT RATING OF THE ADJACENT FLOOR CONSTRUCTION.

8. CONDUITS IN CONCRETE SLABS SHALL BE SPACED SUCH THAT THE CENTER TO CENTER DISTANCE BETWEEN CONDUITS IS A MINIMUM OF THREE TIMES THE

OUTSIDE DIAMETER OF THE LARGEST CONDUIT.

9. CONDUIT HAVING OUTSIDE DIAMETER LARGER THAN ONE THIRD OF THE SLAB THICKNESS SHALL NOT BE PERMITTED. CONDUITS THAT CROSS EACH OTHER IN

SLAB SHALL NOT CONSUME AT POINT OF INTERSECTION MORE THAN ONE THIRD OF THE SLAB THICKNESS.

10. ALL PIPE SLEEVES THROUGH WALLS AND SLABS SHALL BE SCHEDULE 40 STEEL PIPE.

11. ALUMINUM CONDUITS ARE NOT PERMITTED IN CONCRETE ELEMENTS.

12. ALL MAINTENANCE OF CONCRETE WORK SHALL BE IN ACCORDANCE WITH SECTION 030130 "MAINTENANCE OF CAST-IN-PLACE CONCRETE".

13. THE FOLLOWING ALLOWANCES ARE ESTIMATED QUANTITIES FOR EACH REPAIR ITEM:

A) REMOVAL OF DETERIORATED CONCERTE AND SUBSEQUENT REPLACEMENT AND PATCHING - 100 SQUARE FEET.

B) FLOOR JOINT REPAIR - 40 LINEAR FEET.

C) EPOXY CRACK INJECTION - 200 LINEAR FEET.

D) CORROSION-INHIBITING TREATMENT - 1300 SQUARE FEET.

E ) POLYMER SEALERS - 500 SQUARE FEET.

14. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE GOVERNMENT'S REPRESENTATIVE IF ANY EXISTING CONDITIONS IN THE FIELD CAUSE THE ESTIMATED

ALLOWANCES PROVIDED FOR EACH ITEM TO BE EXCEEDED.

REINFORCING STEEL

1. REINFORCING BARS

ASTM A 615 GRADE 60 (NEW BILLET STEEL), DEFORMED Fy = 60 KSI

2. REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH SP-66 (LATEST EDITION).

3. CONTINUOUS REINFORCING IN WALLS AND SLABS MAY BE SPLICED, AS REQUIRED, PROVIDING BARS ARE OF THE LONGEST PRACTICABLE LENGTH AND SPLICES

ARE SHOWN ON REINFORCING SHOP DRAWINGS. WHEREVER POSSIBLE, SPLICES SHALL BE STAGGERED. FIELD CUTTING OF REINFORCEMENT WILL NOT BE

PERMITTED

4. UNLESS OTHERWISE SHOWN, BARS AT WALL AND CONTINUOUS FOOTING CORNERS AND INTERSECTIONS SHALL BE DETAILED AS SHOWN IN SP-66. CORNER BARS

SHALL BE DETAILED AS SHOWN FOR OUTSIDE LOADED CORNERS. INTERSECTIONS SHALL BE DETAILED WITHOUT DIAGONAL BARS.

5. PROVIDE CONCRETE COVER FOR REINFORCING AS SPECIFIED IN SP-66 AND AS LISTED BELOW, UNLESS OTHERWISE INDICATED ON THE STRUCTURAL DRAWINGS.

SECURELY PLACE REINFORCEMENT TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT.

CAST AGAINST EARTH 3"

EXPOSED TO EARTH OR WEATHER:

#5 AND SMALLER BARS AND WWF 1-1/2" (U.N.O.)

#6 AND LARGER BARS 2"

CAST AGAINST EARTH 3"

EXPOSED TO EARTH OR WEATHER:

#5 AND SMALLER BARS AND WWF 1-1/2" (U.N.O.)

#6 AND LARGER BARS 2"

NOT EXPOSED TO EARTH OR WEATHER:

SLABS AND WALLS:

#11 AND SMALLER AND WWF 3/4"

#14 AND LARGER BARS 1-1/2"

BEAMS AND COLUMNS 1-1/2"

SLAB SUBJECT TO VEHICULAR TRAFFIC:

FRAMED SLABS TOP COVER 2"

BOTTOM COVER 3/4"

1. PROVIDE DOWELS TO MATCH REINFORCEMENT SIZE AND SPACING INDICATED FOR ALL STRUCTURAL ELEMENTS, UNLESS OTHERWISE INDICATED.

2. REINFORCE FLOOR SLABS ON GRADE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE, UNLESS OTHERWISE NOTED. PLACE REINFORCEMENT 2 INCHES BELOW

TOP OF SLAB UNLESS OTHERWISE NOTED.

SLAB THICKNESS REINFORCEMENT

4" 6X6_W2.0XW2.0 WWR

5" 6X6_W2.9XW2.9 WWR

6" 6X6_W2.9XW2.9 WWR

8" #3@12 EW, TOP

3. IN SLABS-ON-GRADE, PROVIDE 2- #4X4'-0" DIAGONAL BARS IN THE MIDDLE OF THE SLAB AT EACH CORNER OF OPENINGS OVER 1'-0" SQUARE AND AT RE-ENTRANT

CORNERS.

4. WHERE CONSTRUCTION JOINTS ARE PROVIDED, THE REINFORCEMENT SHALL PASS CONTINUOUSLY THROUGH THE JOINT.

5. WELDED-WIRE REINFORCEMENT SHALL HAVE ENDS LAPPED ONE FULL PANEL.

6. ANY MECHANICAL SPLICES USED MUST BE "TENSION-COMPRESSION" TYPE AND SHALL COMPLY WITH ACI-318 12.14.3 UNLESS OTHERWISE SPECIFICALLY

APPROVED BY THE STRUCTURAL ENGINEER. SHOP DRAWINGS SUBMITTED FOR ENGINEERS APPROVAL MUST INDICATE THE USE AND TYPE OF ANY MECHANICAL

SPLICES USED. SPLICE MUST DEVELOP 125% OF THE STRENGTH OF BAR IN TENSION.

7. DEVELOPMENT AND SPLICE LENGTHS ARE IN TENSION UNLESS OTHERWISE INDICATED. DEVELOPMENT AND LAP SPLICE LENGTH SHALL BE CALCULATED

ACCORDING TO ACI-318 CHAPTER 12 OR USE BELOW:

A. DEVELOPMENT LENGTH FOR DEFORMED BARS IN COMPRESSION: ℓdc = 22d

B. DEVELOPMENT LENGTH FOR DEFORMED BARS IN TENSION:

INCREASE LENGTH 30% FOR LIGHT WEIGHT CONCRETE

INCREASE LENGTH 50% FOR EPOXY COATED REINF

LAP SPLICE LENGTHS FOR CLASS A SPLICES = 1.0 ℓd

LAP SPLICE LENGTHS FOR CLASS B SPLICES = 1.3 ℓd

POST-INSTALLED EXPANSION AND EPOXY ANCHORS

1. ALL MECHANICAL AND EPOXY ANCHORS SHOWN IN THE STRUCTURAL DOCUMENTS SHALL BE MANUFACTURED BY HILTI, POWERS, OR AN APPROVED EQUIVALENT.

ANCHOR TECHNICAL INFORMATION SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AND THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW.

SUBMITTAL SHALL CONTAIN ALL APPLICABLE TECHNICAL INFORMATION INCLUDING ALLOWABLE LOAD VALUES, MANUFACTURER RECOMMENDED INSTALLATION

PROCEDURES, ETC. ANCHORS WERE ASSUMED TO HAVE THE FOLLOWING PROPERTIES U.N.O. ON THE DRAWINGS:

A. EPOXY ANCHORS - HILTI-RE 500-SD W/ THREADED ROD

MIN. EMBEDMENT DEPTH = 3-1/2"

MIN. EDGE DISTANCE = 4"

B. EXPANSION ANCHORS - HILTI KWIK BOLT TZ

MIN. EMBEDMENT DEPTH = 4"

MIN. EDGE DISTANCE = 6"

2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANCHOR LOCATIONS AT ALL PERIMETER MASONRY WALLS. MASONRY WALL CELLS SHALL BE

GROUTED SOLID AT ALL ANCHOR LOCATIONS FOR A MINIMUM 12" IN ALL DIRECTIONS FROM ANCHOR PENETRATION POINT.

3. ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

4. MECHANICAL ANCHOR TYPE HAS BEEN SELECTED TO CONFORM TO THE REQUIREMENTS OF APPENDIX D OF ACI 318-[05]. EQUIVALENT ANCHORS SUBMITTED BY

THE CONTRACTOR SHALL MEET THE QUALIFICATION REQUIREMENTS OF ACI 355.2-04 "QUALIFICATION OF POST-INSTALLED MECHANICAL ANCHORS IN CONCRETE."

RENOVATION AND EXISTING STRUCTURES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC., NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS

OF THE STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND

ERECTION OF ALL STRUCTURAL MEMBERS.

2. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING

CONDITIONS. DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING

STRUCTURE WHERE THE EXISTING STRUCTURE IS MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE

EXISTING STRUCTURE, WHICH ARE TO REMAIN.

3. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY EXISTING CONDITIONS THAT DIFFER FROM THOSE INDICATED

ON THE DRAWINGS.

4. IF CONCRETE DETERIORATION SUCH AS SPALLING OR EXPOSED REBAR IS OBSERVED, THEN REPAIR PER SPECIFICATIONS AND TYPICAL DETAILS PRIOR TO

INSTALLING NEW WORK, NOTE IS APPLICABLE TO ALL AREAS WITHIN LIMITS OF WORK.

5. PRIOR TO ANY CORING OF CONCRETE SLABS, USE NON-DESTRUCTIVE METHODS, SUCH AS GPR, TO LOCATE REBAR IN EXISTING SLAB. AVOID CUTTING OR

DAMAGING EXISTING REBAR.

TYPICAL EQUIPMENT PAD MODIFICATION

AutoCAD SHX Text

SLAB THK

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTE: COORD SIZE, QTY, & LOC OF EQUIP BOLTS AND PAD WITH EQUIP SUPPLIER'S CERT DWG. SEE ARCH, MECH, AND ELEC DWG FOR LOCATION AND SIZE OF EQUIP PADS.

AutoCAD SHX Text

(E) 6 " CONC PAD12" CONC PAD

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T/ EXISTING TOPPING SLAB

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(N) 3" RIGID INSULATION, MATCH EXISTING INSULATION

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(E) WEARING SURFACE TOPPING SLAB

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(N) 6x6-W2.9x2.9WWR

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3" (E) INSULATION

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EXISTING CONC PAD

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(N) CONC PAD, MATCH EXISTING THICKNESS

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(N) 2 #4

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(N) #4 @ 12" O.C. DOWELS, DRILL AND GROUT INTO EXISTING CONC

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T/ EXISTING SLAB

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.DWG

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CADD FILE

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BUILDING

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ADDRESS

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NUMBER

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NAME

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STREET: 14TH & INDEPENDENCE AVE. S.W.

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DATE

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CKD. BY

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DRAWING

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NUMBER

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TYPE

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DRAWN BY

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TITLE

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SERIES

AutoCAD SHX Text A-E

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CONSTRUCTION

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NUMBER

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SOLICITATION

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TYPE

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SEQUENCE

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CITY: WASHINGTON , DISTRICT OF COLUMBIA

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PROGRESS DATE

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USDA NUMBER

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DESCRIPTION

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PROJECT

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SOUTH BUILDING

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ROOM 0410

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DC0005ZZ

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THE DEPARTMENT OF AGRICULTURE

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AG-3412-C-16-0008

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2017-EB-1

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PLUMBING

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ELECTRICAL

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MECHANICAL

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ENGINEER

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STRUCTURAL

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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INTERIOR

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SPACE

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CONSULTANT

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ABATEMENT

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PLANNING

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DATA CENTER CONVERSION

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USDA FIRE

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PROTECTION

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TELECOM

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SECURITY

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PROJECT

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MANAGER

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CONTRACTING

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OFFICER

AutoCAD SHX Text Ken was here

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AECOM#60535380

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HISTORIC

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PRESERVATION

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BUILDING

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MANAGER

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AECOM TECHNICAL SERVICES, INC.

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ENVIRONMENTAL

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COVER SHT. APPROVALS

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STRUCTURAL

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ARCHITECTURAL

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MECHANICAL

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MANAGEMENT

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PROTECTION

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SPACE

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GSA FIRE

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CONCESSIONS

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ELECTRICAL

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MANAGEMENT

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NO.

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REVISION

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DATE

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

AutoCAD SHX Text 8/08/2017

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100%%% SUBMISSION

AutoCAD SHX Text 7/21/2017

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ADDENDUM 1

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STRUCTURAL NOTES AND DETAILS

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BASEMENT

AS DM

ARCHITECTURAL NOTES &

ABBREVIATIONS

ARCHITECTURE

A 0 01

DETAIL

SCALE

A-301

6'-2 1/4"

1'-2 3/16"

7'-3 1/2" 6'-2 1/4"

10 1/2"

9'-11"

EXISTING CONCRETE PAD TO REMAIN

TEMPORARILY REMOVE

EXISTING BOLLARDS (TYP)

REMOVE EXISTING GENERATOR

SAW CUT AND REMOVE PORTION OF EXISTING

TOPPING SLAB

25'-0" 25'-0"

50'-0"

A-401

AREA OF WORK

KEY PLAN

BASEMENT

1/4" = 1'-0

4' 8'

GENERAL DEMO NOTES

1. REFER TO DRAWING A-001 FOR GENERAL NOTES.

2. WALLS AND OTHER ITEMS TO BE REMOVED ARE SHOWN

DASHED ON THE DEMO PLANS.

3. SEE SPECIFIC DEMOLITION NOTES FOR DEMOLITION INFORMATION

THAT PERTAINS TO SPECIFICALLY DESIGNED AREAS.

(DENOTED AS THUS: ON THE DEMOLITION PLANS).

4. WHERE EXISTING DOORS ARE SCHEDULED TO BE REMOVED,

REMOVE DOOR, FRAME AND HARDWARE. COORDINATE

THE SALVAGE OF THESE ITEMS WITH THE OWNER.

5. ALL REQUIRED DEMOLITION WORK FOR MECHANICAL (HVAC &

PLUMBING) AND ELECTRICAL SERVICES ARE NOT SPECIFICALLY

SHOWN ON THE DEMOLITION DRAWINGS. THESE ITEMS ARE TO BE

IDENTIFIED AND COORDINATED WITH THE APPLICABLE TRADE(S).

6. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS

IN THE FIELD PRIOR TO UNDERTAKING ANY DEMOLITION

WORK. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE

OWNER'S ATTENTION IMMEDIATELY. ASBESTOS INSULATION ON

ABANDONED PIPING RISERS MAY BE FOUND INSIDE CHASE. PROVIDE

ASBESTOS ABATEMENT AS REQUIRED.

7. WHERE EXISTING WALL, CEILING, OR FLOOR ARE TO REMAIN

AND ARE DISTURBED BY DEMOLITION AND/OR

CONSTRUCTION, THEY SHALL BE REPAIRED AS REQUIRED

TO MATCH ORIGINAL INTEGRITY AND ADJACENT

CONSTRUCTION.

8. PROVIDE TEMPORARY DUST PARTITION AND PROTECTED

ACCESS ENCLOSURES WHERE NOTED OR DIRECTED BY

OWNER AROUND ALL AREAS OF WORK TO PREVENT THE

SPREAD OF CONSTRUCTION DEBRIS OR DUST.

9. REMOVE ALL EXISTING FLOOR FINISHES (INCLUDING

MASTICS AND ADHESIVES) IN AREAS WHERE NEW FLOOR FINISHES

ARE SCHEDULED OR DETAILED. CONTRACTOR SHALL PREPARE

SURFACES AS REQUIRED FOR NEW FLOOR FINISHES AS

SCHEDULED. SEE FINISH SCHEDULE FOR NEW FLOOR FINISHES.

10. REMOVE ALL EXISTING BASE MATERIAL IN AREAS WHERE

NEW BASE MATERIAL IS SCHEDULED. SEE FINISH SCHEDULE

FOR NEW BASE MATERIALS.

11. REMOVE ALL EXISTING WALL FINISHES (INCLUDING MASTICS

AND ADHESIVES) IN AREAS WHERE NEW WALL FINISHES ARE

SCHEDULED OR DETAILED. PREPARE SURFACES AS REQUIRED

FOR NEW WALL FINISHES AS SCHEDULED. SEE FINISH

SCHEDULE FOR NEW WALL FINISHES.

12. ALL EXISTING WALLS, CEILING, FLOORING, ETC. WHICH ARE

DAMAGED DUE TO DEMOLITION WORK SHALL BE PATCHED

(REGARDLESS OF SIZE) TO MATCH EXISTING AND/OR NEW

FINISHES SCHEDULED.

13. ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT WITHIN

THE CONTRACT DEMOLITION AREAS IS TO BE REMOVED. U.N.O.

COORDINATE SALVAGE OF EXISTING EQUIPMENT WITH THE

OWNER BEFORE REMOVAL FROM THE SITE. SEE EQUIPMENT

LIST FOR FURTHER INFORMATION.

14. ANY DEMOLITION WORK NECESSARY ON FLOOR BELOW OR

BELOW (DEMO OR REQUIRED TO INSTALL NEW WORK) SHALL BE

SCHEDULED WITH THE OWNER. ANY FINISHES DISTURBED

OR DAMAGED SHOULD BE PATCHED OR REPLACED TO

MATCH EXISTING.

15. THE REQUIRED DEMOLITION SHALL NOT BE LIMITED TO

THAT PORTION SHOWN ON THE PLANS ALONE. WORK

COINCIDENTAL THERE TO WHICH IS NECESSARY TO

ACCOMPLISH THE INTENT OF THE CONTRACT DOCUMENTS

IS ALSO PART OF WORK.

16. THE CONTRACTOR SHALL SCHEDULE ALL WORK, INCLUDING

ANY INTERRUPTION OF UTILITIES PRIOR TO STARTING

WORK. THE BUILDING SHALL BE OCCUPIED AND IN USE

DURING THE TIME THE WORK IS BEING PERFORMED.

CONTRACTOR MUST NOTIFY/SCHEDULE INTERRUPTIONS

WITH OWNER'S APPROVAL.

17. PRIOR TO STARTING DEMOLITION WORK THE CONTRACTOR

SHALL MEET WITH THE OWNER TO COORDINATE ALL ITEMS

TO BE SALVAGED AND/OR RELOCATED. ALL SALVAGED

ITEMS MUST BE REMOVED TO AVOID DAMAGE, PROTECTED

AND STORED IN A LOCATION DIRECTED BY THE OWNER.

18. REFER TO OTHER DISCIPLINE (MECHANICAL, ELECTRICAL,

PLUMBING) DEMOLITION PLANS FOR ADDITIONAL ITEMS TO BE

REMOVED. PATCH AND REPAIR ALL FINISHES AND DEVICES

DISTURBED BY DEMOLITION WORK.

19. PATCH HOLES AND VOIDS (REGARDLESS OF SIZE) IN EXISTING

CONCRETE FLOORS OCCURRING AS A RESULT OF DEMOLITION OR

CONSTRUCTION. MATCH THICKNESS OF EXISTING CONCRETE.

20. PROTECT ALL FINISHES SCHEDULED TO REMAIN AS REQUIRED TO

MAINTAIN THEIR INTEGRITY.

21. REMOVE ALL MISCELLANEOUS STEEL SUPPORTS FOR EXISTING

CEILING OR WALL MOUNTED EQUIPMENT TO BE REMOVED OR

RELOCATED.

22. COORDINATE REMOVAL OF DEBRIS FROM PROJECT SITE WITH

OWNER.

23. EXISTING PARTITIONS THAT ARE INDICATED TO BE REMOVED

SHALL BE REMOVED TO THEIR FULLEST HEIGHT U.N.O.

24. COORDINATE ALL DEMOLITION WITH ABATEMENT WORK PRIOR TO

STARTING DEMOLITION.

25. REMOVE ALL MISCELLANEOUS WALL MOUNTED CLIPS & BRACKETS.

26. CUT & CAP ALL EXISTING ABANDONED IN PLACE PIPES EXTENDING

THROUGH WALL TO ALLOW FOR NEW WALL CONSTRUCTION.

27. REMOVE ALL LOOSE OR DETERIORATING PLASTER & LATH TO

ALLOW FOR NEW WALL CONSTRUCTION.

DEMO SYMBOLS

EXISTING

PARTITION

TO BE REMOVED

EXISTING

PARTITION TO

REMAIN

EXISTING DOOR

TO REMAIN

EXISTING DOOR

TO BE REMOVED

SCOPE OF WORK

REMOVE EXISTING DOOR & FRAME.

DEMOLISH PORTION OF EXISTING WALL, EXTENTS

TO PROVIDE FOR NEW PARTITIONS & DOORS AS

SHOWN ON THE NEW WORK PLAN.

WINDOWS ABOVE TO REMAIN, REMOVE EXISTING

SILL AND METAL BRACKETS BELOW SILL.

REMOVE EXISTING CEILING, LIGHTS, AND CARPET.

REMOVE EXISTING HEATING UNIT BELOW WINDOW

SILL. REMOVE 5" AIR DUCT (2)

" COPPER PIPES,

AND COPPER AIRLINE TO RISERS INSIDE THE

ADJACENT CHASE. CAP ALL ASSOCIATED

OPENINGS AT RISERS.

DEMOLISH WALL TO 2" BELOW EXISTING FINISHED

CORRIDOR FLOOR.

REMOVE PEELING PAINT, IF ANY, AT CEILING SLAB.

DEMO CODED NOTES

AS DM

BASEMENT DEMO PLAN

ARCHITECTURE

AD 1 01

SCALE: 1/4" SCALE

BASEMENT DEMO PLAN

SCALE: 1/4" SCALE

EXTERIOR GENERATOR PAD DEMO PLAN

50'-0"

8'-6" 8'-6" 8'-6" 8'-6" 8'-6"

1'-7"

EXISTING CONCRETE EQUIPMENT PAD

NEW CONCRETE

EQUIPMENT PAD

NEW BOLLARDS TO

MATCH EXISTING (TYP)

A-401

0410A.10410.10410.20418.1

0418.3

0418.2

0410.3 0410.4

A-301

E Q

A-411

3'-7 5/8" 2'-2 1/2" 3'-6 5/8" 2'-3 1/8"

4'-6 3/8" 4'-4"

2'-6 1/2" 2'-0" 3'-4"

1'-5 5/16"

4" 6'-4" 4" 4'-11 1/4" 3'-4"

ALIGN WITH EXISTING

CONC. FLOOR EDGE

1'-1 5/8"

2'-0"

TYP.

PATCH, REPAIR, & PAINT TO MATCH EXISTING CORRIDOR FINISH

A-401

2'-0 5/8"

78'-6 1/4"

14'-0" 10'-4" 9'-7" 9'-8" 9'-7" 10'-4" 14'-0" 13'-0"

2'-0"

FEC

AREA OF WORK

KEY PLAN

BASEMENT

1/4" = 1'-0

4' 8'

GENERAL NOTES:

1. SEE SHEET A-001 FOR ABBREVIATIONS, INDICATION

OF MATERIALS, SYMBOLS, GENERAL NOTES, LEGEND,

CODE DATA & PROJECT INFORMATION.

2. PROVIDE BLOCKING FOR ALL WALL MOUNTED

EQUIPMENT.

3. TYPICAL PLACEMENT OF PARTITION TYPE S1 SHALL BE

LOCATED

" OFF OF EXISTING WALL SURFACE UNLESS

NOTED OTHERWISE.

4. SEE FINISH SCHEDULE FOR WALL FINISH COLORS.

5. REFER TO MECHANICAL DRAWINGS FOR ALL

MECHANICAL WORK.

6. REFER TO ELECTRICAL DRAWINGS FOR ALL

ELECTRICAL WORK.

7. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING

WORK.

NEW WORK CODED NOTES:

INFILL PARTITION BELOW TO MATCH AND ALIGN

EXISTING PARTITION.

EXISTING WINDOWS ABOVE TO REMAIN, INSTALL

BAR-GRILLE AT INSIDE FACE.

SERVER RACKS TO ALIGN WITH OUTERMOST FULL

FLOOR TILE AS SHOWN ON PLAN. SERVER RACKS

TO BE FURNISHED AND INSTALLED BY OTHERS.

AISLE END DOOR SYSTEM (AEDS). INSTALLER OF

RACK SHALL REMOVE 2'-0" RETURN PANEL

SUPPORTS AND SECURE DOORS TO RACK WITH

SAME ATTACHMENTS.

2' x 2' - 1 HOUR RATED ACCESS PANEL BELOW RAF, TO ACCESS ELEC. PANEL IN CRAWL SPACE BELOW

ADJACENT ROOM. COORD. W/ RAF SUPPORTS AND

EQUIP. SUPPORTS TO ACCOMMODATE 120 DEGREE

SWING. LOCATE PANEL 3" ABOVE CONCRETE

FLOOR.

(2) 34" x 20" OPENINGS W/ FIRE DAMPER CURTAIN.

LOCATE (1) BELOW RAF & (1) ABOVE ACT.

CORNER GUARD @ OUTSIDE CORNERS, TYP.

CONCRETE LEVELING SLAB, SEE 5/A-401 AND

10/A-401

NEW WORK SYMBOLS:

ALL NEW EQUIPMENT AND FURNITURE

INDICATED ON PLANS WITH DASHED

LINES FOR REFERENCE & INFORMATION

ONLY. THESE ARE OWNER FURNISHED

OWNER INSTALLED (O/O)

SCOPE OF WORK

EXISTING PARTITION TO REMAIN

EXISTING DOOR TO REMAIN

NEW DOOR

NEW PARTITION

AS DM

BASEMENT NEW WORK PLAN

ARCHITECTURE

A 1 01

2' - 0" X 2' - 0" RAISED ACCESS FLOOR

SCALE: 1/8" SCALE

BASEMENT NEW WORK PLAN

SCALE: 1/4" SCALE

EXTERIOR GENERATOR PAD - NEW WORK PLAN

FLOOR GRATE SUPPLY AIR

1' - 0" X 1' - 0" VCT FLOOR

FIRE EXTINGUISHER CABINET

FEC

A-301

16' - VIF

V I F

M A

T C

A F

PAINTED CONCRETE

A-401

AREA OF WORK

KEY PLAN

BASEMENT

AS DM

BASEMENT REFLECTED

CEILING PLAN

ARCHITECTURE

A 1 10

GENERAL RCP NOTES

CEILING PLAN LEGEND

NEW WORK CODED NOTES

R-1 GRILLES

NEW GYPSUM BOARD

EXISTING WINDOWS TO REMAIN, INSTALL

BAR-GRILLE AT INSIDE FACE

NEW 2' X 2' ACOUSTICAL CEILING

(ACT)

RETURN AIR REGISTER/GRILLE

TRANSFER AIR REGISTER/GRILLE

EXHAUST AIR REGISTER

1. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR

FIXTURE TYPES, SYMBOLS AND SCHEDULES.

2. PROVIDE SPRINKLERS AS SPECIFIED. ALL SPRINKLER

HEADS SHALL BE CENTERED IN CEILING TILE.

3. COMMUNICATION DEVICES AND CEILING MOUNTED

EQUIPMENT SHALL BE CENTERED IN CEILING TILE,

UNO.

4. SEE SHEET A-401 FOR TYPICAL CEILING TRANSITION

DETAILS

5. CEILING GRID ALIGNMENT SHALL MATCH RAF.

6. SEE ROOM FINISH SCHEDULE FOR CEILING TYPE AND

FINISH.

7. CEILING HEIGHTS ARE 8'-6" AFF, U.N.O.

2' X 2' LIGHT FIXTURE

1/4" = 1'-0

4' 8'

SCALE: 1/4" SCALE

BASEMENT REFLECTED CEILING PLAN

HOT AISLE CONTAINMENT SYSTEM (HACS)

ATTACHED TO ACT METAL SUSPENSION SYSTEM

LOCATED BETWEEN TOP OF RACK & BOTTOM OF

CEILING. VINYL CURTAIN SHALL BE INSTALLED

FULL HEIGHT FROM CEILING TO FLOOR TO ALLOW

FOR SYSTEM TESTING PRIOR TO INSTALLATION

OF SERVER RACKS. OWNER PERSONNEL TO CUT

CURTAIN TO FIT RACK PER MANUFACTURER'S

PROCEDURES UPON COMPLETION OF RACK

INSTALLATION.

COORDINATE BULKHEAD TO CONCEAL EXISTING

PIPE. VERIFY DIMS. IN FIELD

SCOPE OF WORK

PENDANT LIGHT

(2) 34" x 20" OPENINGS W/ FIRE DAMPER CURTAIN.

LOCATE (1) BELOW RAF & (1) ABOVE ACT.

PENDANT LIGHT

COURTYARD

MAIL ROOM

CORRIDOR

AISLE END DOOR

SYSTEM (AEDS)

SERVER RACK

EXISTING WINDOW

COLUMN BEYOND

RAISED ACCESS FLOOR

NEW CONDENSING UNIT ON

PRE-MANUFACTURED

CURB, SEE MECH.

SEAL CONCRETE

FLOOR BELOW RAF

SUB-BASEMENT

HOT AISLE CONTAINMENT

SYSTEM (HACS)

EXISTING PIPE TO REMAIN

A-401

RAISED ACCESS FLOOR

EXISTING WINDOWS

VERTICAL BAR-GRILLE

ACCESS PANEL

AREA OF WORK

KEY PLAN

BASEMENT

00 2' 4'

3/8" = 1'-0

SECTION 1

SCALE: 3/8" SCALE

AS DM

SECTIONS

ARCHITECTURE

A 3 01

SECTION 2

SCALE: 3/8" SCALE

5/8" GYP. BD ON METAL STUD

EXISTING WINDOW

VERTICAL BAR GRILLE,

REFER TO SPECIFICATION

055963 DETENTION ENCLOSURE

EXISTING WALL ASSEMBLY

SEE PARTITION SCHEDULE

EXISTING WINDOW

NEW SHAFT WALL ASSEMBLY SEE

PARTITION SCHEDULE

VERTICAL BAR GRILLE

MDF SILL, PAINTED

SHIM

FRT BLOCKING

EXISTING WALL ASSEMBLY

5/8" 2 1/2"

1/2"

WOOD TRIM, PAINTED

ACOUSTIC CEILING

2-1/2" METAL STUD

FRAME

COLUMN BEYOND

5/8" GWB RETURN 6" MIN.

NEW WALL ASSEMBLY,

SEE PARTITION SCHEDULE

CUT PANEL TO WITHIN

1/16" OF WALL

PERIMETER PEDESTAL

SHALL PROVIDE

SUPPORT FOR PANELS

AROUND COLUMNS, AT

WALLS AND IN

CORNERS.

SCHEDULED WALL BASE

CONTINUOUS VINYL

CURTAIN FOR HACS

ALUMINUM CEILING

CONNECTION FOR HACS

CEILING SUSPENSION

SYSTEM

ACOUSTIC CEILING PANEL

EXISTING CONC. PAD

EXISTING 3" INSULATION

EXISTING TOPPING SLAB

EXISTING WATERPROOFING

EXISTING CONC. STRUCT.

NEW CONC. PAD, MATCH

EXIST. THICKNESS

3" POLYSTYRENE

INSULATION TO MATCH

EXISTING

COMPRESSIBLE FILL

EXIST. CONC. DRIVING

SURFACE

SEE ARCH.

PLANS FOR EXTENTS

NOTE:

REFER TO STRUCTURAL DRAWINGS FOR REINFORCING

NEW PARTITION BEYOND

CONCRETE LEVELING SLAB

RUBBER TRANSITION STRIP,

ADHERE TO CONCRETE

FLOOR

RAISED ACCESS FLOOR

FLOOR FINISH TO MATCH RAF

2" x 2" x 1/4" CONTINUOUS

STL. ANGLE AT DOOR

OPENINGS

1/2" EXP. BOLT @ 6" O.C.

SCHEDULED DOOR FRAME

MTL THRESHOLD

EXISTING FLOOR &

STRUCTURE

3" x 3" x 1/4" CONTINUOUS

STL. ANGLE

A-701

A-401

METAL COPING

CONTINUOUS METAL CLEAT

NEW ROOFING

COMPATIBLE W/ EXISTING

ROOF MEMBRANE.

CONTRACTOR TO SUBMIT

CONFIRMATION OF

COMPATIBILITY BY ROOF

INSTALLER.

REMOVE PORTION OF

EXIST. INSULATION TO

ALLOW PREFABRICATED

CURB TO ATTACH TO

STRUCT.

TEMPORARILY REMOVE

INSULATION TO ALLOW FOR

NEW ROOFING - OVERLAP

EXISTING 1'-0" MIN. ALL SIDES

EXISTING INSULATION

EXISTING ROOF STRUCT.

PRE-FABRICATED METAL

EQUIPMENT CURB, REFER

TO MECH. SPECIFICATION

FOR MORE INFORMATION

NOTE:

EQUIPMENT TO BE SEISMICALLY BRACED

STL. PL. CAP W/

ATTACHED PIPE INSERT

IN BOLLARD

CONCRETE FILL

8 1/2" DIAMETER PIPE

BOLLARD

STL. BASE PLATE

ANCHOR BOLTS

NOTE:

NEW PIPE BOLLARD TO MATCH EXISTING

S.S. CORNER GUARD

METAL STUD FRAMING

NEW DRAIN PIPE

SCHEDULED PARTITION

CONCRETE LEVELING SLAB

RUBBER TRANSITION STRIP,

ADHERE TO CONCRETE

FLOOR

FLOOR FINISH TO MATCH RAF

2" x 2" x 1/4" CONTINUOUS

STL. ANGLE AT DOOR

OPENINGS

1/2" EXP. BOLT @ 6" O.C.

3" x 3" x 1/4" CONTINUOUS

STL. ANGLE

NEW PARTITION BEYOND

AREA OF WORK

KEY PLAN

BASEMENT

00 2' 4'

3/8" = 1'-0

WINDOW HEAD DETAIL

SCALE: 3" SCALE

AS DM

DETAILS

ARCHITECTURE

A 4 01

WINDOW SILL DETAIL

SCALE: 3" SCALE

DETAIL @ BULKHEAD

SCALE: 3" SCALE

RAF DETAIL

SCALE: 3" SCALE

VINYL CURTAIN CONNECTION DETAIL

SCALE: 6" SCALE

EXTERIOR EQUIPMENT PAD MODIFICATION

SCALE: 3" SCALE

DOOR TRANSITION DETAIL @ CORRIDOR

SCALE: 1-1/2" SCALE

EXTERIOR EQUIPMENT PAD MODIFICATION

SCALE: 3" SCALE

DETAIL @ EXISTING PIPE FURRING

SCALE: 3" SCALE

BOLLARD SECTION DETAIL

SCALE: 1-1/2" SCALE

RAF TRANSITION DETAIL

SCALE: 3" SCALE

1 1/2"=1'-0"

CHASE WALL ASSEMBLY

TYPICAL PARTITION

1 1/2"=1'-0"

TYPE STUD TOTAL WIDTH SAFB RATING UL STC NOTESTYPE STUD TOTAL WIDTH SAFB RATING UL STC NOTES

HEAD

PLAN

BASE

5/8" TYPE "X" GWB

CONT. ACOUSTICAL SEALANT

SCHEDULED WALL BASE

2 1/2" C-H STUD

CEILING WHERE APPLICABLE

UNDERSIDE OF STRUCTURE

CONT. SEALANT

METAL J TRACK

HEAD

PLAN

BASE

5/8" TYPE "X" GWB EACH SIDE

CONT. ACOUSTICAL SEALANT

SCHEDULED WALL BASE

3 5/8" METAL STUD

CEILING WHERE APPLICABLE

UNDERSIDE OF STRUCTURE

CONT. SEALANT

S1 2 1/2"

3 1/8" - 1 HR U415 - EXT. GWB TO UNDERSIDE OF DECK

1 LAYER 5/8" TYPE "X" GWB

A1 3 5/8" 4 7/8" - 1 HR U419 - EXT. GWB TO UNDERSIDE OF DECK

1" LINER PANEL

RAISED ACCESS FLOOR

CONT. DEFLECTION TRACK

CONT. BOTTOM RUNNER

FURRING WALL

1 1/2"=1'-0"

TYPE STUD TOTAL WIDTH SAFB RATING UL STC NOTES

HEAD

PLAN

BASE

5/8" TYPE "X" GWB

CONT. ACOUSTICAL SEALANT

SCHEDULED WALL BASE

2 1/2" METAL STUD

CEILING WHERE APPLICABLE

UNDERSIDE OF STRUCTURE

METAL J TRACK

F1 2 1/2"

3 1/8" - - - - -

1 LAYER 5/8" GWB

CONT. DEFLECTION TRACK

RAISED ACCESS FLOOR

DOOR SCHEDULE

DOOR NO. ROOM NAME

DOOR

TYPE MATERIAL WIDTH HEIGHT

0410A.1

UPS ROOM

0410.3 SERVER RACKS

0418.2 ELECTRICAL ROOM

THICKNESS

FRAME

TYPE MATERIAL JAMB HEAD THRESHOLD

MISC.

FIRE SIGN TYPE

0410.2 SERVER ROOM

HARDWARE

1-1/2"

0418.3 ELECTRICAL ROOM

SUPPLIED BY HOT AISLE CONTAINMENT MANUF.

0410.4 SERVER RACKS

3'-0" (PAIR)

3'-0"

2'-0" (PAIR)

3'-0" 7'-0" 1-3/4"

STEEL

HM 7'-0"

7'-0"

REMARKS

F1 HM

H1 T2

F1 HM J1

H1 T3

1-3/4"

45 MIN.

0418.1 ELECTRICAL ROOM D1 1-3/4"

NOTES:

1. ALL ACS DEVICES BY OWNER. GC TO COORDINATE CONDUIT AND BACKBOXES - SEE ELECTRICAL.

2. SIGNAGE TO BE GFCI.

J1 H1

MATCH EXIST.

HM J1

T2 45 MIN.

45 MIN.

1-1/2"

1-3/4"

4'-0"

HM 7'-0"

D1 HM

STEEL

3'-0"

2-0" (PAIR)

7'-0"

SERVER ROOM0410.1

D2 HM 3'-0" (PAIR)

1-3/4"

7'-0" F1 J1

HM H1

45 MIN.T1

MATCH EXIST.

3'-0"

PT-4 EXTERIOR, PT-3 INTERIOR

PT-4 EXTERIOR, PT3 INTERIOR

PT-3, BOTH SIDES

7'-0" F1

SUPPLIED BY HOT AISLE CONTAINMENT MANUF.

FLUSH

SINGLE

FLUSH

DOUBLE

D2D1

FRAME TYPES

2" 2"

HOT AISLE

CONTAINMENT

SLIDING DOORS

DOOR TYPES

ROOM FINISH SCHEDULE

DOOR NO. ROOM NAME

0410 SERVER ROOM

ELECTRICAL ROOM

0410A UPS ROOM

FLOOR BASE NORTH SOUTH EAST WEST TYPE FINISH REMARKS

WALLS CEILING

RAF-1

VCT-1

RB-1

PT-1

ACT-1

EXPOSED

PT-2

PT-2 AT BULKHEADS

MATERIALS SCHEDULE

RAF-1 TATE INC.

COLOR

RAISED ACCESS FLOOR TO MATCH VCT

ACT-1

ARMSTRONG

PT-1 SHERWIN WILLIAMS

ULTIMA SQUARE LAY-IN

DESCRIPTION

24" X 24" TO MATCH TILE SIZE INTEGRAL W/ RAF PANEL

RB-1 ARMSTRONG

FLATPT-2 SHERWIN WILLIAMS

SW7004 SNOWBOUND

12 SHADOW GRAYSTRAIGHT

PAINT

RUBBER WALL BASE

PT-3 SHERWIN WILLIAMS SEMI-GLOSS

NOTES:

1. PRODUCT MANUFACTURERS REFERENCED ARE INTENDED TO ESTABLISH COLOR AND FINISH ONLY AND ARE NOT INTENDED TO LIMIT SELECTIONS FROM

OTHER MANUFACTURERS.

24" X 24" X 3/4"

EGGSHELL

ULTIMA SQUARE LAY-IN

SW7004 SNOWBOUNDPAINT

ACOUSTIC CEILING TILE

PAINT

1910 WHITE

SW7004 SNOWBOUND

ARMSTRONGVCT-1

VINYL COMPOSITE TILE WHITE OUT 57518

STANDARD EXELON IMPERIAL TEXTURE

12" X 12" X 1/8"

MAT. CODE MFGR.MATERIAL

STLYE/FINISH

SEMI-GLOSS

PT-4 SHERWIN WILLIAMS BEIGE TO MATCH EXIST.PAINT

SCHEDULED DOOR

MTL THRESHOLD

AUTO DOOR BOTTOM SCHEDULED DOOR

FLOOR FINISH AS SCHEDULED

RUBBER THRESHOLD

SEALANT BOTH SIDES -

SEE PARTITION

REQUIREMENTS

SEE PTN. SCHED.

1/2"

DOUBLE METAL STUD

ANCHOR CLIPS

SEALANT - BOTH SIDES

S E

T N

C H

E D

SCHEDULED DOOR

MTL THRESHOLD

AREA OF WORK

KEY PLAN

BASEMENT

1/4" = 1'-0

4' 8'

AS DM

SCHEDULES & TYPICAL

DETAILS

ARCHITECTURE

A 7 01

THRESHOLD DETAIL

SCALE: 3" SCALE

THRESHOLD DETAIL

SCALE: 3" SCALE

T2T1 HEAD DETAIL

SCALE: 3" SCALE

JAMB DETAIL

SCALE: 3" SCALE

J1 H1

THRESHOLD DETAIL

SCALE: 3" SCALE

AutoCAD SHX Text

.DWG

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CADD FILE

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BUILDING

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ADDRESS

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NUMBER

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NAME

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STREET: 14TH & INDEPENDENCE AVE. S.W.

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DATE

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CKD. BY

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DRAWING

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NUMBER

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TYPE

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DRAWN BY

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TITLE

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SERIES

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CONSTRUCTION

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NUMBER

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SOLICITATION

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TYPE

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SEQUENCE

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CITY: WASHINGTON , DISTRICT OF COLUMBIA

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PROGRESS DATE

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USDA NUMBER

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DESCRIPTION

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PROJECT

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SOUTH BUILDING

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ROOM 0410

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DC0005ZZ

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THE DEPARTMENT OF AGRICULTURE

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AG-3412-C-16-0008

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2017-EB-1

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PLUMBING

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ELECTRICAL

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MECHANICAL

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ENGINEER

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STRUCTURAL

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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INTERIOR

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SPACE

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CONSULTANT

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ABATEMENT

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PLANNING

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DATA CENTER CONVERSION

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USDA FIRE

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PROTECTION

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TELECOM

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SECURITY

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PROJECT

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MANAGER

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CONTRACTING

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OFFICER

AutoCAD SHX Text Ken was here

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AECOM#60535380

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HISTORIC

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PRESERVATION

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BUILDING

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MANAGER

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AECOM TECHNICAL SERVICES, INC.

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ENVIRONMENTAL

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COVER SHT. APPROVALS

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STRUCTURAL

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ARCHITECTURAL

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MECHANICAL

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MANAGEMENT

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PROTECTION

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SPACE

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GSA FIRE

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CONCESSIONS

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ELECTRICAL

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MANAGEMENT

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NO.

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REVISION

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DATE

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

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2020 K ST NW, WASHINGTON DC

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AECOM TECHNICAL SERVICES

AutoCAD SHX Text 8/08/2017

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100%%% SUBMISSION

AutoCAD SHX Text 7/21/2017

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text 9/12/2017

EXISTING PIPE

EXISTING PIPE AND SPRINKLER TO BE REMOVED

NEW PIPE

PIPE DOWN

PIPE UP / PIPE UP & DOWN

PIPE CONTINUATION

PIPE END CAP

UPRIGHT SPRINKLER

CONCEALED TYPE SPRINKLER

PENDENT SPRINKLER

INDICATING CONTROL VALVE WITH TAMPER SWITCH

CHECK VALVE

WATER FLOW SWITCH

DRAIN CONNECTION

LIMIT OF DEMOLITION

LIMIT OF NEW WORK

SYMBOLS

SPRINKLER FLOOR CONTROL ASSEMBLY

FIRE DEPARTMENT CONNECTION

GALLONS PER MINUTE

HAZARD CATEGORY 1

HAZARD CATEGORY 2

POUNDS PER SQUARE INCH

SPRINKLER

FIRE HYDRANT

NOT TO SCALE

ABBREVIATIONS

FCA

FDC

GPM

HC-1

HC-2

PSI

NTS

PROVIDE ALL NECESSARY PARTS, ACCESSORIES AND LABOR TO

INSTALL A NEW AND COMPLETE SPRINKLER SYSTEM, AS REQUIRED.

CONTRACTOR SHALL PROVIDE SPRINKLER SYSTEM SHOP

DRAWINGS IN ACCORDANCE WITH NFPA 13 SIGNED AND SEALED

BY A PROFESSIONAL ENGINEER. PROVIDE PRODUCT DATA FOR

MATERIALS AND EQUIPMENT, PRELIMINARY TEST FORMS, FINAL

ACCEPTANCE TEST FORMS, FIRE PROTECTION SPECIALIST

QUALIFICATIONS, SPRINKLER SYSTEM INSTALLER QUALIFICATIONS,

AND INSTALLATION DETAILS OF SPECIAL CONDITIONS, AND SUBMIT

TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW. NO WORK

SHALL…

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