B.08 CDC DRAWINGS_VOL 2_PART 2_PR-201901_JTC_22 JUN 2021.pdf

PDF 45 MB Posted Jul 29, 2021

Attached to: Design-Bid-Build Construction Contract in Support of Puerto Rico Army National Guard (PRARNG) Joint Training Center Military Construction(MILCON) Projects
Solicitation number: W912EP20R0043
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal construction contract opportunity with the U.S. Army Corps of Engineers. The scope of work involves constructing an enlisted barracks building totaling 242,609 square feet, two dining facilities totaling 12,412 square feet, and various company and battalion headquarters buildings totaling 84,620 square feet at Camp Santiago in Salinas, Puerto Rico for the Puerto Rico Army National Guard. A 100% design will be completed prior to advertisement of the project. The total magnitude of construction is estimated between $150-200 million. A pre-proposal conference will be held on July 7, 2021. The request for proposal is expected to be issued on or around June 17, 2021 with proposals due on or around July 30, 2021. The contract will have a four-year period of performance with an additional one year for commissioning. The NAICS code is 236220 with a size standard of $36.5 million. Interested parties must register as vendors on beta.SAM.gov in order to receive notifications of any amendments to the solicitation and be eligible for award.

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PROJECT NOTES

1. REPETITIVE FEATURES NOTED TYPICAL ON

THE DRAWINGS SHALL BE COMPLETELY

PROVIDED AS IF DRAWN IN FULL.

2. DIMENSIONS ARE DRAWN TO THE FACE OF

BRICK, CONCRETE AND STEEL STUDS

UNLESS NOTED OTHERWISE, EXCEPT

WHERE WALLS ALIGN WITH GRID LINES.

DIMENSIONS ARE DRAWN TO THE

CENTERLINE OF STRUCTURAL STEEL,

UNLESS NOTED OTHERWISE. GRID LINES

INDICATE THE CENTERLINE OF COLUMNS &

CONCRETE WALLS, UNLESS NOTED

OTHERWISE.

3. DOORS IN STUD WALLS NOT LOCATED BY

DIMENSION ON FLOOR PLANS OR DETAIL

DRAWINGS SHALL BE LOCATED 4 INCHES

FROM SURFACE OF ADJACENT

PERPENDICULAR WALL TO OUTSIDE EDGE

OF DOOR FRAME.

4. DOOR AND ROOM NUMBERS SHOWN ON

DRAWINGS ARE FOR CONSTRUCTION

PURPOSES. VERIFY NUMBERING SCHEME

WITH CONTRACTING OFFICER AND TENANT

UNIT PRIOR TO FABRICATING PERMANENT

LABELS AND SIGNAGE.

5. WOOD IN CONTACT WITH CONCRETE OR

MASONRY SHALL BE PRESERVATIVE

TREATED WOOD. ISOLATE P.T. WOOD FROM

METALS.

6. PRECAST CONCRETE WORK SHALL HAVE

EASED EDGES, EITHER PROVIDED IN THE

CAST FORMWORK, OR TOOLED DURING THE

CURING PROCESS. EDGES SHALL BE EVEN

AND OF A DURABLE THICKNESS.

7. REFER TO THE SPECIFICATIONS FOR

INFORMATION THAT SUPPLEMENTS THESE

NOTES AND OTHER DRAWING

INFORMATION.

8. ARCHITECTURAL DETAILS ARE INTENDED

TO SHOW THE GENERAL CHARACTER &

EXTENT OF THE PROJECT. THEY ARE NOT

INTENDED TO SHOW ALL DETAILS OF THE

WORK. DETAILS NOTED "TYPICAL" APPLY

TO SIMILAR WORK THROUGHOUT THIS

BUILDING UNLESS NOTED OTHERWISE.

9. THE CONTRACTOR IS RESPONSIBLE FOR

THE MEANS AND METHODS OF

CONSTRUCTION & ALL JOB RELATED

SAFETY STANDARDS.

10. THE CONTRACTOR IS RESPONSIBLE FOR

ADVANCED REVIEW OF THE WORK

REQUIRED IN THE CONSTRUCTION

DOCUMENTS AND THE REQUIREMENTS FOR

EXECUTING IT PROPERLY. IF THE

CONTRACTOR FINDS DISCREPANCIES IN

THE CONSTRUCTION DOCUMENTS OR

SPECIFICATION, THEN THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY. THE CONTRACTOR SHALL

WORK TO HAVE ALL DISCREPANCIES

RESOLVED WELL IN ADVANCE OF ACTUAL

CONSTRUCTION OCCURRING.

11. IN CASE OF DISCREPANCIES BETWEEN THE

CONSTRUCTION DOCUMENTS,

REFERENCED STANDARDS AND THE

GOVERNING CODES, THE CONTRACTING

OFFICER WILL DETERMINE WHICH SHALL

GOVERN. DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

12. THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS, EXISTING UTILITIES, FIXTURES

AND CONDITIONS AT THE SITE. CONFLICTS

BETWEEN THE DRAWINGS AND ACTUAL

SITE CONDITIONS SHALL BE BROUGHT TO

THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE

WORK.

13. FIRE PROTECTION, PLUMBING,

MECHANICAL, ELECTRICAL AND

TELECOMMUNICATIONS FEATURES OR

INFORMATION SHOWN ON ARCHITECTURAL

DRAWINGS IS FOR COORDINATION AND

LOCATION PURPOSES ONLY. REFER TO

DRAWINGS OF OTHER DISCIPLINES FOR

SPECIFIC DESIGN INFORMATION ON

COMPONENTS & SYSTEMS.

14. FLASHING COLOR SHALL MATCH ADJACENT

WALL OR ROOF COLOR, UNLESS

OTHERWISE NOTED.

OPTIONAL ITEMS

OPTIONAL BUILDING

OPTIONAL ICC 500 COMPLIANT IMPACT

PROTECTIVE SYSTEM

US Army Corps of Engineers ®

SHEET ID

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DRAFT

1. PROJECT'S APPLIED CODES & STANDARDS:

IBC GROUP B (BUSINESS); NFPA 101 2018 SECTION 6.1.11 & CHAPTER 38

IBC GROUP S-1 (MODERATE-HAZARD STORAGE); NFPA 101 6.1.13 & CHAPTER 42

TYPE II-B (UNPROTECTED/NON-COMBUSTIBLE)

SEPARATION OF OCCUPANCIES (HOURS): B AND S-1: NONE

ACTUAL SEPARATION PROVIDED:(1) HOUR SEPARATION

COMM ROOM: (1) HOUR SEPARATION; OR SPRINKLERED (NFPA 38.2.6.1)

MECH ROOM: (1) HOUR SEPARATION; OR SPRINKLERED (NFPA TABLE 28-3.2.2.2)

ELEC ROOM: (1) HOUR SEPARATION; OR SPRINKLERED (UFC 3-600-01, APPENDIX B-1.2)

COMPANY STORAGE: (1) HOUR SEPARATION; SPRINKLERED

TOTAL GROSS AREA: 4,679 SF PER BUILDING

SPILT IN HALF BY 1 HOUR WALL = 2340 SF

CEILING HEIGHT: 9 FT

OCCUPANCY B:

ALLOWABLE HEIGHT: 75 FT (23 M); SPRINKLERED (AS)

ACTUAL HEIGHT: 19 FT (6 M) - AS

ALLOWABLE HEIGHT IN STORIES: 4 (AS)

ACTUAL HEIGHT IN STORIES: 1 -AS

ALLOWABLE AREA PER STORY: 92,000 SF (8547 SM) (AS)

ACTUAL AREA PER SIDE: 1693 SF (157 SM) - AS

ACTUAL TOTAL AREA: 3386 SF (315 SM) -AS

OCCUPANCY S-1: (MEDIUM/ORDINARY HAZARD)

ALLOWABLE HEIGHT: 75 FT (23 M); SPRINKLERED (AS)

ACTUAL HEIGHT: 19 FT (6 M) - AS

ALLOWABLE HEIGHT IN STORIES: 4; (AS)

ACTUAL HEIGHT IN STORIES: 1 - AS

ALLOWABLE AREA PER STORY: 52,500 SF (4877 SM); (AS)

ACTUAL AREA PER SIDE: 575 SF (53 SM) - AS

ACTUAL TOTAL AREA: 1146 SF (107 SM) -AS

REQUIREMENTS FOR TYPE II B CONSTRUCTION:

PRIMARY STRUCTURAL FRAME - ( 0 ) HOUR RATING

EXTERIOR BEARING WALLS - ( 0 ) HOUR RATING

INTERIOR BEARING WALLS - ( 0 ) HOUR RATING

EXTERIOR NONBEARING PARTITIONS - ( 0 ) HOUR RATING

INTERIOR NONBEARING PARTITIONS - ( 0 ) HOUR RATING

FLOOR CONSTRUCTION & SECONDARY MEMBERS - ( 0 ) HOUR RATING

ROOF CONSTRUCTION & SECONDARY MEMBERS - ( 0 ) HOUR RATING

SHAFT ENCLOSURES- (1) HOUR RATING

ALLOWABLE CORRIDOR FIRE-RESISTANCE RATING PER IBC TABLE 1020.1 IS 0 HR, (AS): 1 HR (NS)

ACTUAL CORRIDOR BETWEEN B AND S = 1 HR (NS)

WET-PIPE SPRINKLER SYSTEM WILL BE PROVIDED IAW DG 415-5, UFC 3-600-1 AND NFPA 13

DG 415-5 STATES: AN AUTOMATIC SPRINKLER SYSTEM WITH A FIRE ALARM SHOULD BE DESIGNED

AND INSTALLED. INSTALLED SPRINKLER SHALL FOLLOW UFC 3-600-01 AND NFPA 13

PORTABLE FIRE EXTINGUISHERS REQUIRED GROUP B: PER NFPA 101

PORTABLE FIRE EXTINGUISHERS REQUIRED GROUP S-1: PER NFPA 101

FIRE ALARM / MASS NOTIFICATION SYSTEM REQUIRED TO BE INSTALLED IAW UFC 4-010-01, UFC 3-600-01, NFPA 101 AND TO BE INSTALLED IAW UFC 3-600-01, UFC 4-021-01 AND NFPA 72.

1. AR 420-1 ARMY FACILITIES MANAGEMENT

2. DG 415-5 ARMY NATIONAL GUARD GENERAL FACILITIES INFORMATION DESIGN GUIDE

3. DG 415-4 ARMY NATIONAL GUARD TRAINING SITE FACILITIES DESIGN GUIDE

4. IBC 2018 (INTERNATIONAL BUILDING CODE)

5. NFPA 101 - 2017 (LIFE SAFETY CODE)

6. NFPA 10 - 2019 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS)

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

8. NFPA 24 - 2019 (STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES)

9. NFPA 70 - 2020 (NATIONAL ELECTRICAL CODE)

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

11. NG PAM 415-12 CHAPTER 5 ARMY NATIONAL GUARD FACILITIES ALLOWANCES

12. UFC 1-200-01-30 SEPT 2019 - DOD BUILDING CODE

13. UFC 3-101-01 CHANGE 4 MAR 2019 - ARCHITECTURE

14. UFC 3-110-03 CHANGE 3 MAR 2019 - ROOFING

15. UFC 4-010-01 -12 DEC 2018 - DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

16. UFC 4-021-01 - CHANGE 1 - JAN 2010 DESIGN AND O&M MASS NOTIFICATION SYSTEM

17. UFC 3-600-01 CHANGE 3 - 10 MAY 2019 - FIRE PROTECTION ENGINEERING FOR FACILITIES

2. BUILDING CODE REQUIREMENTS:

A. OCCUPANCY CLASSIFICATION:

IBC 2018 CHAP. 3

NFPA 101 2018 CHAP.6

B. CONSTRUCTION TYPE:

IBC CHAP. 6, TABLE 601

C. MIXED USE & OCCUPANCY SEPARATIONS:

NFPA 101

D. AREA LIMITATIONS / MODIFICATIONS:

IBC CHAP. 5, TABLES 504.3, 504.4 & 506.2

E. FIRE RESISTIVE REQUIREMENTS:

IBC CHAP. 5, TABLES 601 & 602

IBC CHAP. 5, TABLE 507

F. FIRE PROTECTION SYSTEM:

DG 415-5 , UFC 3-600-01, NFPA 101 AND IBC

G. FIRE ALARM & DETECTION SYSTEM:

DG 415-5, UFC 3-600-01, NFPA 101, UFC 4-010-01

AND UFC 4-021-01

IBC GROUP B (BUSINESS) - NFPA 101 BUSINESS

IBC GROUP S (MODERATE HAZARD - S-1) - NFPA 101 STORAGE (ORDINARY HAZARD)

BUSINESS=150SF/PER PERSON (13.9 SM) (PER IBC 2018 & NFPA 101)

BUSINESS COLLABORATION (LESS THAN OR EQUAL TO 450SF)=30 SF/PER PERSON (2.8 SM) (PER NFPA 101) BUSINESS COLLABORATION (GREATER THAN 450SF)=15 SF/PER PERSON (1.4 SM) (PER NFPA 101)

OCCUPANT LOAD:

REFER TO A-003

LEVEL COMPONENTS AND RAMPS: SPRINKLERED (AS)

0.20 INCHES (5MM)/PERSON (NFPA TABLE 7.3.3.1)

CORRIDORS:

NFPA SECTION 38.2.3.2 THE CLEAR WIDTH OF ANY CORRIDOR OR PASSAGEWAY SERVING AN OCCUPANT LOAD OF

50 OR MORE SHALL BE NOT LESS THAN 44 IN. (1120MM)

NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED

THE REQUIRED EXITS SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-THIRD THE LENGTH OF THE OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED. (AS)

OCCUPANCY B:

ALLOWABLE DEAD END LIMIT: 50 FT (15M) SPRINKLERED (AS)

ACTUAL DEAD END: 0 FT - AS

ALLOWABLE COMMON PATH TRAVEL (CPT) LIMIT (IBC AND NFPA 101): 100FT (30M) (AS)

ACTUAL CPT:REFER TO A-003

ALLOWABLE TRAVEL DISTANCE (TD) LIMIT: NFPA 101-300 FT(91 M) (AS)

ACTUAL TD: REFER TO A-003

OCCUPANCY S:

ALLOWABLE DEAD END LIMIT: 100 FT (30M) SPRINKLERED (AS)

ACTUAL DEAD END: 0 FT - AS

ALLOWABLE COMMON PATH TRAVEL (CPT) LIMIT (IBC AND NFPA 101): 100FT (30M) (AS)

ACTUAL CPT:REFER TO A-003

ALLOWABLE TRAVEL DISTANCE (TD) LIMIT: NFPA 101-400 FT(122 M) (AS); 200FT(61 M) (NS); IBC 250 FT(76 M) (AS);

200FT(61 M) (NS)

ACTUAL TD: REFER TO A-003

INTERIOR WALL AND CEILING FINISHES OCCUPANCY B & S (NFPA 101)

EXIT AND EXIT ACCESS CORRIDORS: CLASS A OR B

INTERIOR WALL AND CEILING FINISHES OCCUPANCY S (NFPA 101)

WALL AND CEILING FINISHES CLASS A, B, OR C

INTERIOR FLOOR FINISHES: BOTH B AND S IAW IBC - (NFPA 101 OCCUPANCY S NO REQUIREMENTS)

NOT LESS THAN CLASS II

INTERIOR FLOOR FINISHES B IAW NFPA 101 - NO REQUIREMENTS

ROOF: COVERING CLASSIFICATION

MINIMUM CLASSIFICATION "C"

ROOF DECK ASSEMBLIES: NO RESTRICTION WHEN FULLY SPRINKLERED

ABA (ARCHITECTURAL BARRIERS ACT) STANDARDS

ADA (AMERICANS WITH DISABILITIES ACT)

3. LIFE SAFETY REQUIREMENTS:

A. OCCUPANCY CLASSIFICATION:

IBC 2018 CHAP. 3

NFPA 101 2018 CHAP.6 SECTION 6.1.11 & CHAP.

B. OCCUPANT LOAD:

UFC 3-600-01

NFPA 101

C. CAPACITY OF MEANS OF EGRESS:

NFPA 101 CHAP. 7, TABLE 7.3.3.1

D. NUMBER OF EXITS:

NFPA 101, CHAP. 7, 38 & 42

E. ARRANGEMENT OF MEANS OF EGRESS:

NFPA 101 SECTION 7.5 & CHAP.38 & 42

F. TRAVEL DISTANCE TO EXIT:

NFPA 101 CHAP. 38 & 42

G. INTERIOR FINISH & ROOF CLASSIFICATION

LIMITS

UFC 3-600-01 AND UFC 3-120-10

NFPA 101

G. ACCESSIBILITY

DG 415-5

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REMOTNESS OF EXITS FOR SPRINKLERED BLDG: 21'-8",

39'- 5

3/4"ACTUAL SEPARATION PROVIDED

DIAGONAL DISTANCE 65' - 0

1 532 4

114A 114B

108BB

108B108A

108AA

OFFICE

114A

WEAPONS VAULT

106A

WEAPONS VAULT

106B OFFICE

114B

COMPANY

STORAGE

107A

COMPANY

STORAGE

107B

ELEC

109B

OFFICE

110B

OFFICE

111B

OFFICE

112B

KIT

113B

CONF

101B

MALE

102B

FEMALE

103B

VEST

108B

JAN

104B

MECH

105B

MECH

105A

JAN

104AFEMALE

103A

MALE

102A

CONF

101A

KIT

113A

OFFICE

112A

OFFICE

111A

OFFICE

110A

COMM

109A VEST

108A

COMMON PATH OF TRAVEL

TRAVEL DISTANCE

1 HOUR WALL ASSEMBLY

FIRE EXTINGUISHER

EXIT SIGN LOCATION

FIRE PULL STATION

LEGEND

EXIT IDENTIFIERE: #

LIFE SAFETY PLAN NOTES

1. REFER TO A-002 FOR LIFE SAFETY CODE ANALYSIS

2. REFER TO PARTITION TYPES DRAWINGS FOR FIRE

RATINGS.

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SCALE: 1/8" = 1'-0"1 LIFE SAFETY PLAN

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TRAVEL DISTANCES

TRAVEL PATH

TRAVEL

DISTANCES

COMMON PATH OF TRAVEL A 16' - 6"

TRAVEL DISTANCE A 36' - 6"

8' 16' 24'

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

DOOR EGRESS LOADS

MARK WIDTH

WIDTH/OCCUPANT

FACTOR

DOOR

CAPACITY

OCCUPANTS

USING EXIT

108A 36" 0.2 180 34

108AA 36" 0.2 180 34

108B 36" 0.2 180 34

108BB 36" 0.2 180 34

114A 36" 0.2 180 34 114B 36" 0.2 180 34

Grand total: 6

BUILDING OCCUPANCY ANALYSIS

ROOM

NAME

OCCUPANCY LOAD FACTOR

AREA

OCC

LOAD

CALCASSEMBLY USE SF/ PERSON

101A CONF BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 152 SF 6

101B CONF BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 152 SF 6

102A MALE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 75 SF 3

102B MALE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 76 SF 3

103A FEMALE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 75 SF 3

103B FEMALE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 76 SF 3

108A VEST BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 44 SF 2

108B VEST BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 44 SF 2

110A OFFICE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 94 SF 4

110B OFFICE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 94 SF 4

111A OFFICE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 94 SF 4

111B OFFICE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 94 SF 4

112A OFFICE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 94 SF 4

112B OFFICE BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 94 SF 4

113A KIT BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 78 SF 3

113B KIT BUSINESS COLLABORATION (SF=/< 450SF) 30 SF 78 SF 3

BUSINESS COLLABORATION (SF=/< 450SF): 16 1412 SF 58

114A OFFICE BUSINESS COLLABORATION (SF> 450SF) 15 SF 557 SF 38

114B OFFICE BUSINESS COLLABORATION (SF> 450SF) 15 SF 554 SF 37

BUSINESS COLLABORATION (SF> 450SF): 2 1110 SF 75

104A JAN STORAGE (ORDINARY HAZARD) 500 SF 32 SF 1

104B JAN STORAGE (ORDINARY HAZARD) 500 SF 32 SF 1

105A MECH STORAGE (ORDINARY HAZARD) 500 SF 37 SF 1

105B MECH STORAGE (ORDINARY HAZARD) 500 SF 38 SF 1

106A WEAPONS

VAULT

STORAGE (ORDINARY HAZARD) 500 SF 292 SF 1

106B WEAPONS

VAULT

STORAGE (ORDINARY HAZARD) 500 SF 292 SF 1

107A COMPANY

STORAGE

STORAGE (ORDINARY HAZARD) 500 SF 232 SF 1

107B COMPANY

STORAGE

STORAGE (ORDINARY HAZARD) 500 SF 232 SF 1

109A COMM STORAGE (ORDINARY HAZARD) 300 SF 88 SF 1

109B ELEC STORAGE (ORDINARY HAZARD) 500 SF 88 SF 1

STORAGE (ORDINARY HAZARD): 10 1362 SF 10

TOTAL ROOMS QTY.: 28 3885 SF 143

NOTE

1.TOTAL FACILITY OCCUPANTS 133/2 SIDES=67 POTENTIAL OCCUPANTS/2 EXITS=34

POTENTIAL OCCUPANTS PER EXIT

NOTE

1.1. STORAGE OCCUPANT FACTOR: PER NFPA TABLE 7.3.1.2 AND UFC 3-600-01 TABLE

10-1

FIRST FLOOR

11' - 0"

BOTTOM OF ROOF

STRUCTURE

1 532 4

16' - 4"

TOP OF PARAPET

A-004

OFFICE

114A

OTS

WEAPONS VAULT

106A

OTS

OFFICE

114B

OTS

WEAPONS VAULT

106B

OTS

KIT

113A

OTS

KIT

113B

OTS

FIRST FLOOR

11' - 0"

BOTTOM OF ROOF

STRUCTURE

A B

16' - 4"

TOP OF PARAPET

A-004

VEST

108A

OTS

OFFICE

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OTS

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OTS

MALE

102A

GFRG

CONF

101A

OTS

OFFICE

112A

OTS

OFFICE

111A

OTS

OFFICE

110A

OTS

COMM

109A

OTS

VEST

108A

OTS

OFFICE

114A

OTS

FEMALE

103A

GFRG

COMPANY

STORAGE

107A

OTS

WEAPONS VAULT

106A

OTS

MALE

102B

GFRG

CONF

101B

OTS

OFFICE

112B

OTS

OFFICE

111B

OTS

OFFICE

110B

OTS

ELEC

109B

OTSVEST

108B

OTS

OFFICE

114B

OTS

JAN

104B

OTS

FEMALE

103B

GFRG

COMPANY

STORAGE

107B

OTS

WEAPONS VAULT

106B

OTS

MECH

105A

OTS

MECH

105B

OTS

KIT

113A

OTS

KIT

113B

OTS

LEAKAGE TEST ZONE 2

GENERAL NOTES

1. REFER TO SPECIFICATIONS FOR BUILDING AIR BARRIER

SYSTEM.

2. SEAL ALL PENETRATIONS OF THE AIR BARRIER.

UNAVOIDABLE PENETRATIONS OF THE AIR BARRIER

(SUCH AS ELECTRICAL BOXES, PLUMBING FIXTURE

BOXES, AND OTHER ASSEMBLIES THAT ARE NOT

AIRTIGHT) SHALL BE MADE AIRTIGHT BY SEALING THE

ASSEMBLY AND THE INTERFACE BETWEEN THE

ASSEMBLY AND THE AIR BARRIER OR BY EXTENDING

THE AIR BARRIER OVER THE ASSEMBLY.

3. THE AIR BARRIER SHALL BE DURABLE TO LAST 50

YEARS.

4. DO NOT INSTALL LIGHTING FIXTURES WITH VENTILATION

HOLES THROUGH THE AIR BARRIER. SEAL ALL OPENINGS

AROUND DOORS AND WINDOWS, LINTELS, UTILITY

PENETRATIONS, SEAMS IN VAPOR RETARDERS AND AIR

BARRIERS, INTERSECTIONS OF WALLS, ROOFS, FLOORS,

AND FOUNDATION WALLS.

5. INSTALL NON-PERMEABLE SILL GASKETS BETWEEN

FLOORS AND THE BOTTOM PLATE OF EXTERIOR WALLS

IF APPLICABLE.

6. FLASH ALL WINDOWS AND EXTERIOR DOORS WITH

CORROSION-RESISTANT FLASHING TO PREVENT WATER

INTRUSION INTO THE WALL CAVITY.

7. PROVIDE LOW-LEAKAGE DAMPER WHEN APPLICABLE

AND CONTROL TO CLOSE ALL VENTILATION OR MAKE-UP

AIR INTAKES AND EXHAUSTS, ETC. WHEN LEAKAGE CAN

OCCUR DURING INACTIVE PERIODS.

8. COMPARTMENTALIZE SPACES UNDER NEGATIVE

PRESSURE SUCH AS BOILER ROOMS AND LAUNDRY

ROOMS, AND PROVIDE MAKE-UP AIR FOR COMBUSTION.

9. REFER TO DESIGN DETAILS OF AIR BARRIER

ASSEMBLIES, JOINTS, INTERCONNECTIONS AND

PENETRATIONS FOR ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

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/2 0 2

A-004

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SCALE: 1/8" = 1'-0"1 AIR BARRIER SECTION 1

SCALE: 1/8" = 1'-0"2 AIR BARRIER SECTION 2

SCALE: 1/8" = 1'-0"3 COMPANY SUPPLY & ADMINISTRATION FIRST FLOOR PLAN AREA A & B

AIR BARRIER AREA

FLOOR LEVEL GROSS SURFACE AREA

GROSS

VOLUME

1ST FLOOR 13671 SF 69541.65 CF

LEAKAGE TEST ZONE 1

8' 16' 24'

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

J J

JJ J JJJ J J

108' - 0"

A-201

A-201 C

A-201D

A-301 A

A-301 B

1 532 4

27' - 0" 27' - 0" 27' - 0" 27' - 0"

C8A

32 SF

JAN

104A

94 SF

OFFICE

111A

94 SF

OFFICE

112A

94 SF

OFFICE

110A

152 SF

CONF

101A

88 SF

COMM

109A

A-401

44 SF

VEST

108A

75 SF

MALE

102A

557 SF

OFFICE

114A

S3A S3A

S3ES3E

S3ES3AS3A

S3A

75 SF

FEMALE

103A

292 SF

WEAPONS VAULT

106A

232 SF

COMPANY

STORAGE

107A

152 SF

CONF

101B

76 SF

MALE

102B

88 SF

ELEC

109B

94 SF

OFFICE

110B

94 SF

OFFICE

111B

94 SF

OFFICE

112B

44 SF

VEST

108B

554 SF

OFFICE

114B

S3A

S3AS3E S3A

S3A

76 SF

FEMALE

103B

292 SF

WEAPONS VAULT

106B

232 SF

COMPANY

STORAGE

107B

37 SF

MECH

105A

38 SF

MECH

105B

78 SF

KIT

113A ø 5' - 0" ø 5' - 0" ø 5' - 0" ø 5' - 0" ø 5' - 0"

ROOF HATCH

LADDER

78 SF

KIT

113B ø 5' - 0"ø 5' - 0" ø 5' - 0" ø 5' - 0"

32 SF

JAN

104B

111A

107AA

114A

101A

102A

108AA

108A

112A 110A 109A

C C

104A

103A

107A

C C C C

107BB

105A 105B

101B102B

108BB

108B

111B 112B110B109B

104B

103B

B B

107B

114B

3' - 6" 3' - 0" 5' - 5" 3' - 0" 1' - 4" 2' - 0" 11' - 1" 2' - 0" 2' - 0"3' - 4" 8' - 4 5/8"

3' - 3 3/8"

3' - 4" 4' - 8 1/2" 3' - 4"

3' - 2 7/8"

8' - 4 5/8" 3' - 4" 2' - 0"

2' - 0" 11' - 1" 2' - 0"

1' - 4"

3' - 0" 5' - 5" 3' - 0" 3' - 6"

15' - 5 3/8" 7' - 8 5/8" 8' - 7" 5' - 8" 16' - 3"

/1 6"

MARKER/TACK BOARD

0" 5'

106B106A

3/4" FIRE RESISTANT

PLYWOOD, TYP.

S3ES3E

A-401

S14A E

3' - 6 1/4" 3' - 0" 5' - 0" 3' - 0" 4' - 11" 3' - 0" 11' - 2 3/4" 11' - 2 3/4" 3' - 0" 4' - 11" 3' - 0" 5' - 0" 3' - 0"

3' - 6 1/4"

10' - 7"

4' - 3 5/8"

15' - 11 5/8"

MAT WIDTH

5' - 3 3/4"

F F

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

8' - 9 9/16" 3' - 0" 1'

EC8

ENTRANCE MAT

RE:SA SERIES

M8A

S6A

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

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

2. REFER TO SA-501 AND SA-502 FOR PARTITION TYPES

DRAWINGS.

3. REFER TO I-SERIES DRAWINGS FOR FF&E ITEMS.

4. REFER TO ELECTRICAL DRAWINGS FOR SCHEDULE AND

LOCATION OF LIGHTS AND SWITCHES.

5. REFER TO I-601 FOR FINISH SCHEDULES.

6. PENETRATIONS FOR CABLES, CONDUITS, PIPES AND

SIMILAR ITEMS TO ACCOMMODATE STRUCTURAL,

ELECTRICAL, MECHANICAL, PLUMBING AND

COMMUNICATION SYSTEMS THAT PASS THROUGH FIRE

RATED WALLS SHALL BE PROTECTED BY APPROVED

FIRESTOP SYSTEMS OR DEVICES.

7. IN AREAS WHERE FLOOR DRAINS ARE INDICATED FLOOR

SLOPE TO DRAIN SHALL NOT EXCEED 1:48, RE:

PLUMBING DRAWINGS FOR LOCATION OF FLOOR

DRAINS.

8. DIMENSIONS ARE TO STRUCTURAL COLUMN GRID, FACE

OF STRUCTURAL WALL, EDGE OF WINDOW OPENINGS,

AND TO HINGE SIDE OF DOOR OPENINGS.

9. SEE A-401 FOR ENLARGED FLOOR PLANS.

10. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION

AND TRUE NORTH.

11. REFER TO A-002 AND A-003 FOR LIFE SAFETY CODE

ANALYSIS

12. REFER TO SITE PLAN FOR LOCATION AND QUANTITY.

13. REFER TO CIVIL DRAWINGS. PROVIDE SPLASH BLOCK

FOR THE BUILDINGS WITHOUT STORM SEWER

CONNECTION.

14. SEE PLUMBING PLANS FOR FLOOR DRAIN LOCATION AND

QUANTITY.

15. REFER TO A-411 AND 412 FOR INTERIOR ELEVATIONS.

4536 SF

AREA A & B

143 SF

VESTIBULE CANOPY

143 SF

VESTIBULE CANOPY

US Army Corps of Engineers ®

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8' 16' 24'

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

SCALE: 1/8" = 1'-0"1 COMPANY SUPPLY & ADMINISTRATION FIRST FLOOR PLAN AREA A & B

GROSS BUILDING AREA

NAME HALF AREA CALCULATED AREA

AREA A & B No 4536 SF VESTIBULE CANOPY Yes 72 SF VESTIBULE CANOPY Yes 72 SF Grand total 4679 SF

FORM D-1391 COMPARISON

1391 GROSS BUILDING AREA: 49,332 SF

GROSS BUILDING AREA PROVIDED: 42,111 SF

ROOM SCHEDULE

NUMB

ER NAME NET AREA

101A CONF 152 SF

101B CONF 152 SF

102A MALE 75 SF

102B MALE 76 SF

103A FEMALE 75 SF

103B FEMALE 76 SF

104A JAN 32 SF

104B JAN 32 SF

105A MECH 37 SF

105B MECH 38 SF

106A WEAPONS VAULT 292 SF

106B WEAPONS VAULT 292 SF

107A COMPANY STORAGE 232 SF

107B COMPANY STORAGE 232 SF

108A VEST 44 SF

108B VEST 44 SF

109A COMM 88 SF

109B ELEC 88 SF

110A OFFICE 94 SF

110B OFFICE 94 SF

111A OFFICE 94 SF

111B OFFICE 94 SF

112A OFFICE 94 SF

112B OFFICE 94 SF

113A KIT 78 SF

113B KIT 78 SF

114A OFFICE 557 SF

114B OFFICE 554 SF

3885 SF

NOTE:

1. NET AREA REFERS TO FLOOR USABLE AREA. DRAFT

A-201

A-201 C

A-201D

A-301 A

A-301 B1 532 4

27' - 0" 27' - 0" 27' - 0" 27' - 0"

108' - 0" 1/

1' -0

1/ 2"

-0

1/ 2"

-0

16' - 4"

14' - 6"

FACTORY FINISHED METAL

SCUPPER WITH CONDUCTOR AND

DOWNSPOUT

AND OVERFLOW SCUPPER, TYP.

FULLY ADHERED EPDM ROOFING MEMBRANE ON 5/8"

PROTECTION BOARD ON RIGID INSULATION MECHANICALLY

FASTENED OR MECHANICALLY FASTENED AND FULLY

ADHERED ON CONCRETE TOPPING ON 1 1/2" METAL DECK,

R-40 MIN. SEE SPEC SECTIONS 07 53 23 & 07 21 13. AS PER THE

SPECS, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,

ENGINEERED CALCULATION AND OTHER DETAILS TO THE

GOVERNMENT FOR APPROVAL PRIOR TO THE CONSTRUCTION.

15' - 4"

ROOF RIDGE LINE

15' - 4"

ROOF RIDGE LINE

14' - 6"

1/2" / 1'-0"

1/ 2"

-0

11' - 9"

13' - 0"

1/2" / 1'-0"

1/ 2"

-0

11' - 9"

13' - 0"

14' - 6"14' - 6"

CRICKET 1/2" PER 1' MINIMUM

36" x 30" ROOF HATCH

WITH SAFETY RAILING

11' - 4"

16' - 4" 16' - 4"

16' - 4" 15' - 4"

1/2" / 1'-0" 1/ 2"

-0

FACTORY FINISHED FORMED GALV

METAL COPING W/DRIP LEG

1/ 2"

-0 " 1/2" / 1'-0"

1/ 2"

-0 "1/2" / 1'-0"

1/2" / 1'-0"1/ 2"

-0

4' - 2" 5'

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

2. ROOF PENETRATIONS- COORDINATE LOCATIONS OF ALL

ROOF PENETRATIONS WITH RESPECTIVE DISCIPLINES.

ALL PENETRATIONS SHALL BE COORDINATED WITH THE

ROOFING SYSTEM AND SHALL BE FLASHED AND SEALED

WEATHERTIGHT PER ROOFING MANUFACTURER'S

STANDARD DETAILS AND WARRANTY.

US Army Corps of Engineers ®

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SCALE: 1/8" = 1'-0"1 OVERALL ROOF PLAN

8' 16' 24'

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

0' 8' 16' 24'

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

OS OS

1 532 4

27' - 0" 27' - 0" 27' - 0" 27' - 0"

108' - 0"

11' - 4" 11' - 4"

JAN

104A

OTS

MALE

102A

CONF

101A

OTS

OFFICE

112A

OTS

OFFICE

111A

OTS

OFFICE

110A

OTS

COMM

109A

OTS

VEST

108A

OTS

OFFICE

114A

OTS

FEMALE

103A

COMPANY

STORAGE

107A

OTS

WEAPONS VAULT

106A

MALE

102B

CONF

101B

OTS

OFFICE

112B

OTS

OFFICE

111B

OTS

OFFICE

110B

OTS

ELEC

109B

OTS

VEST

108B

OTS

OFFICE

114B

OTS

JAN

104B

OTS

FEMALE

103B

COMPANY

STORAGE

107B

OTS

WEAPONS VAULT

106B

MECH

105A

OTS

MECH

105B

OTS

KIT

113A

OTS

KIT

113B

OTS

ROOF HATCH

RCP DRAWING NOTES

1. UNLESS OTHERWISE NOTED, ALL CEILING HEIGHTS ARE

9'-0" A.F.F.

2. REFER TO SHEET I-601 FOR FINISH SCHEDULE.

3. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR

4. REFER TO SA-543-544 FOR CEILING DETAILS

5. REFER TO MECHANICAL FOR EXACT QUANTITY AND

LOCATION FOR ACCESS PANELS

CEILING LEGEND

GYP. BD. CEILING

"OTS" OPEN TO STRUCTURE

CONCRETE CEILING

CEILING HEIGHT

LIGHT FIXTURE, SEE ELEC.

EMERGENCY LIGHT FIXTURE, SEE ELEC.

EXIT SIGN LOCATION, SEE ELEC.

PROJECTION SCREEN (SURFACE MOUNT)

TELEVISION

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

SMOKE DETECTOR

SPRINKLER

FIRE ALARM

ACCESS PANEL

OCCUPANCY SENSOR

US Army Corps of Engineers ®

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SCALE: 1/8" = 1'-0"1 REFLECTED CEILING PLAN-AREA A & B

8' 16' 24'

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

11' - 0"

BOTTOM OF ROOF

STRUCTURE

A-301 B1 532 4

16' - 4"

TOP OF PARAPET

EXPOSED CONCRETE WITH ARCHITECTURAL

PATTERN ,TYP.

WINDOWS AS

SCHEDULED

FACTORY FINISHED METAL SCUPPER

WITH CONDUCTOR AND DOWNSPOUT

AND OVERFLOW SCUPPER, TYP.

FACTORY FINISHED FORMED GALV

METAL COPING W/DRIP LEG

RE:SA SET FOR SUNSHADE

FIRST FLOOR

11' - 0"

BOTTOM OF ROOF

STRUCTURE

A-301 B

15 3 24

16' - 4"

TOP OF PARAPET

SURFACE SEALER FINISH

SEE SPEC, TYP.

4' X 4' ROOF HATCH FACTORY FINISHED FORMED GALV

METAL COPING W/DRIP LEG

WINDOWS AS SCHEDULED

DOOR AS SCHEDULED

CONTROL

JOINT,TYP.

RE:S-SERIES

FIRST FLOOR

11' - 0"

BOTTOM OF ROOF

STRUCTURE

A-301 A

A B

16' - 4"

TOP OF PARAPET

GRADE

RE:CIVIL

FACTORY FINISHED FORMED GALV

METAL COPING W/DRIP LEG

CONTROL

JOINT,TYP.

RE:S-SERIES

FIRST FLOOR

11' - 0"

BOTTOM OF ROOF

STRUCTURE

A-301 A

16' - 4"

TOP OF PARAPET

EXPOSED CONCRETE WITH

ARCHITECTURAL PATTERN ,TYP.

FACTORY FINISHED FORMED GALV

METAL COPING W/DRIP LEG

RE: SA SET FOR SUNSHADE

FINISH LEGEND

SMOOTH FINISH; RE: SPEC 03 33 00

TEXTURED FINISH; RE: SPEC 03 33 00

REFER TO I-601 FOR OTHER FINISHES

US Army Corps of Engineers ®

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SCALE: 1/8" = 1'-0"A EXTERIOR ELEVATION 1

8' 16' 24'

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

SCALE: 1/8" = 1'-0"B EXTERIOR ELEVATION 2

SCALE: 1/8" = 1'-0"C EXTERIOR ELEVATION 3

SCALE: 1/8" = 1'-0"D EXTERIOR ELEVATION 4

11' - 0"

BOTTOM OF ROOF

STRUCTURE

A-301 B

1 532 4

16' - 4"

TOP OF PARAPET

4'-0" X 4'-0"

ROOF HATCH SEE SA-512 FOR ROOF

SYSTEM DETAILS

REFER TO SHEET A-004

OFFICE

114A

WEAPONS VAULT

106A

WEAPONS VAULT

106B

OFFICE

114B

KIT

113A

KIT

113B

FIRST FLOOR

11' - 0"

BOTTOM OF ROOF

STRUCTURE

A-301

AA B

16' - 4"

TOP OF PARAPET

A-311

4'-0" X 4'-0" ROOF HATCH

SEE SA-512 FOR ROOF

SYSTEM DETAILS

EXPOSED CONCRETE WITH

ARCHITECTURAL PATTERN, TYP.

FACTORY FINISHED METAL

SCUPPER WITH CONDUCTOR

AND DOWNSPOUT AND

OVERFLOW SCUPPER, TYP.

GRADE

RE:CIVIL

US Army Corps of Engineers ®

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SCALE: 1/8" = 1'-0"A LONGITUDINAL SECTION-AREA A & B

8' 16' 24'

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

SCALE: 1/8" = 1'-0"B TRANSVERSAL SECTION-AREA A & B

11' - 0"

BOTTOM OF ROOF

STRUCTURE

16' - 4"

TOP OF PARAPET

EPDM MEMBRANE, FULLY ADHERED OVER

FULLY ADHERED & MECHANICALLY FASTENED

5/8" ROOF BOARD OVER RIGID INSULATION OVER

REGULAR CONCRETE TOPPING OVER

1 1/2" METAL DECKING, R-40 MINIMUM, TYP.

PAINTED 5/8" MOISTURE

RESISTANT GYPSUM WALL OVER

3 5/8" METAL STUDS WITH BATT

INSULATION OVER RIGID

INSULATION

OVER EXPOSED CONCRETE,

TOTAL R-27 MINIMUM, TYP.

EPDM OVER 5/8" ROOF

BOARD OVER RIGID

INSULATION OVER

CONCRETE

1/4" PER FOOT SLOPE

CONCRETE SLAB

STAINLESS STEEL FLOOR

GRATING ON RECESSED

CONCRETE FLOOR

ENTRANCE DOOR AS SCHEDULED

METAL SCUPPER WITH

CONDUCTOR AND DOWN

SPOUT BEYOND

OVERFLOW METAL

SCUPPER BEYOND

SEALED CONCRETE SLAB

OVER VAPOR BARRIER OVER

GRAVEL BASE

CONCRETE FOUNDATION

REFER TO STRUCTURAL

DRAWINGS, TYP.

8" CONCRETE WALL

OPENING

SA-512

SA-525

SELF-ADHERING AIR/VAPOR BARRIER ON

CONCRETE INSIDE FINISH

FACTORY FINISHED FORMED GALV METAL COPING W/DRIP LEG

SA-512

US Army Corps of Engineers ®

SHEET ID

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2' 4' 6'

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

SCALE: 1/2" = 1'-0"1 WALL SECTION @ MAIN ENTRY

MALE

102A

FEMALE

103A ø 5' - 0" ø 5' - 0"

3/ 8"

7' - 5" 1' - 2" 7' - 5"

4' - 9"

16' - 0"

F3 F

N N

R1 K

KF7

O OF7

1/ 4"

/ 1 '-0

" 1/4"/ 1'-0"

B B

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

2. REFER TO SA-501 AND SA-502 FOR PARTITION TYPES

DRAWINGS.

3. REFER TO I-SERIES DRAWINGS FOR FF&E ITEMS.

4. REFER TO ELECTRICAL DRAWINGS FOR SCHEDULE AND

LOCATION OF LIGHTS AND SWITCHES.

5. REFER TO I-601 FOR FINISH SCHEDULES.

6. PENETRATIONS FOR CABLES, CONDUITS, PIPES AND

SIMILAR ITEMS TO ACCOMMODATE STRUCTURAL,

ELECTRICAL, MECHANICAL, PLUMBING AND

COMMUNICATION SYSTEMS THAT PASS THROUGH FIRE

RATED WALLS SHALL BE PROTECTED BY APPROVED

FIRESTOP SYSTEMS OR DEVICES.

7. IN AREAS WHERE FLOOR DRAINS ARE INDICATED FLOOR

SLOPE TO DRAIN SHALL NOT EXCEED 1:48, RE:

PLUMBING DRAWINGS FOR LOCATION OF FLOOR

DRAINS.

8. DIMENSIONS ARE TO STRUCTURAL COLUMN GRID, FACE

OF STRUCTURAL WALL, EDGE OF WINDOW OPENINGS,

AND TO HINGE SIDE OF DOOR OPENINGS.

9. SEE A-401 FOR ENLARGED FLOOR PLANS.

10. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION

AND TRUE NORTH.

11. REFER TO A-002 AND A-003 FOR LIFE SAFETY CODE

ANALYSIS

12. REFER TO SITE PLAN FOR LOCATION AND QUANTITY.

13. REFER TO CIVIL DRAWINGS. PROVIDE SPLASH BLOCK

FOR THE BUILDINGS WITHOUT STORM SEWER

CONNECTION.

14. SEE PLUMBING PLANS FOR FLOOR DRAIN LOCATION AND

QUANTITY.

15. REFER TO A-411 AND 412 FOR INTERIOR ELEVATIONS.

KIT

113A

OFFICE

114A

CONF

101A

OFFICE

112A

1' - 3"

NOTES

1. SEE SA-561 AND SA-562 FOR MOUNTING DETAILS.

US Army Corps of Engineers ®

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SCALE: 1/4" = 1'-0"2 ENLARGED RESTROOM FLOOR PLAN

2' 4' 6'

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

SCALE: 1/4" = 1'-0"1 ENLARGED KITCHEN FLOOR PLAN

TOILET ACCESORIES SCHEDULE

KEYNOTE TYPE COMMENTS COUNT COMMENTS

A SOAP DISPENSER (SD) 4

D TOILET SEAT COVER/TISSUE

DISPENSER/WASTE RECEPTACLE (TSCTDWR)

F GRAB BAR 36" (GB) 4

F3 GRAB BAR 40" (GB) 4

K FOLDING SHOWER SEAT (FSS) 8

M TOWEL BAR (TB) 4

N MIRROR, TILT (MT) 4

O SOAP HOLDER (SH) 4

P SHELF WITH MOP HOLDER AND HOOKS

(SMHH)

R1 SHOWER CURTAIN AND ROD (SCR) ROD

LENGHT: 36 INCHES

T COMBINATION PAPER TOWEL,

DISPENSER/WASTE

RECEPTACLE(PTDWR)

4 RECESSED

TELEVISION, RE: I-SERIES

ELECTRICAL FIXTURE; RE:E-SERIES

SIGNAGE; RE: I-301

E1 E2

15' - 0" 2' - 4"

INTERIOR ELEVATION MARKER

INTERIOR ELEVATION LETTERA

SEE PLAN VIEW FOR LAYOUT

NOTES

1. SEE SA-561 AND SA-562 FOR MOUNTING DETAILS.

GENERAL NOTES

1. TELEVISION MOUNTING HEIGHT SHALL BE 5'-0" UNLESS

OTHERWISE SPECIFIED.

US Army Corps of Engineers ®

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SCALE: 1/4" = 1'-0"9 CONF 101B A

SCALE: 1/4" = 1'-0"12 CONF 101B D

SCALE: 1/4" = 1'-0"11 CONF 101B C

SCALE: 1/4" = 1'-0"10 CONF 101B B

SCALE: 1/4" = 1'-0"1 OFFICE 114A A

SCALE: 1/4" = 1'-0"4 OFFICE 114A D

SCALE: 1/4" = 1'-0"3 OFFICE 114A C

SCALE: 1/4" = 1'-0"2 OFFICE 114A B

SCALE: 1/4" = 1'-0"5 OFFICE 112A A

SCALE: 1/4" = 1'-0"8 OFFICE 112A D

SCALE: 1/4" = 1'-0"7 OFFICE 112A C

SCALE: 1/4" = 1'-0"6 OFFICE 112A B

EQUIPMENT SCHEDULE

KEYNOTE TYPE COMMENTS COUNT COMMENTS

E1 MARKERBOARD 2’-0” X 1’-6” 2 ---

E2 TACKBOARD 3’-0” X 2’-0” 2 ---

4' 8' 12'

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

N F3

T FF3

N M

M T

PVC CASEWORK

COLOR: GREY

PVC CASEWORK

COLOR: WHITE

SOLID SURFACE COUNTERTOP

COLOR: LIGHT GREY WITH

SMALL SCALE PATTERN, REFER

TO SID FOR PATTERN

HEAVY DUTY SHELVING

QUANTITY: 3; TOTAL 6

DIMENSIONS:4' W X 2' D X 6' H E4 MILITARY GRADE DOUBLE TIER LOCKERS

QUANTITY: 3; TOTAL 6

DIMENSIONS:3'-6" W X 2' D X 6' - 6"H

INTERIOR ELEVATION MARKER

INTERIOR ELEVATION LETTERA

SEE PLAN VIEW FOR LAYOUT

NOTES

1. SEE SA-561 AND SA-562 FOR MOUNTING DETAILS.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

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C H

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E D

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/2 0 2

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SCALE: 1/4" = 1'-0"6 FEMALE 103B A

SCALE: 1/4" = 1'-0"7 FEMALE 103B B

SCALE: 1/4" = 1'-0"4 MALE 102A C

SCALE: 1/4" = 1'-0"5 MALE 102A D

SCALE: 1/4" = 1'-0"2 MALE 102A A

SCALE: 1/4" = 1'-0"3 MALE 102A B

SCALE: 1/4" = 1'-0"8 FEMALE 103B C

SCALE: 1/4" = 1'-0"9 FEMALE 103B D

SCALE: 1/4" = 1'-0"1 KITCHENETTE OFFICE 114A D

SCALE: 1/4" = 1'-0"10 COMPANY STORAGE 107A A

SCALE: 1/4" = 1'-0"11 COMPANY STORAGE 107A B

SCALE: 1/4" = 1'-0"12 COMPANY STORAGE 107A C

SCALE: 1/4" = 1'-0"13 COMPANY STORAGE 107A D

TOILET ACCESORIES SCHEDULE

KEYNOTE TYPE COMMENTS COUNT COMMENTS

A SOAP DISPENSER (SD) 4

D TOILET SEAT COVER/TISSUE

DISPENSER/WASTE RECEPTACLE (TSCTDWR)

F GRAB BAR 36" (GB) 4

F3 GRAB BAR 40" (GB) 4

K FOLDING SHOWER SEAT (FSS) 8

M TOWEL BAR (TB) 4

N MIRROR, TILT (MT) 4

O SOAP HOLDER (SH) 4

P SHELF WITH MOP HOLDER AND HOOKS

(SMHH)

R1 SHOWER CURTAIN AND ROD (SCR) ROD

LENGHT: 36 INCHES

T COMBINATION PAPER TOWEL,

DISPENSER/WASTE

RECEPTACLE(PTDWR)

4 RECESSED

SCALE: 1/4" = 1'-0"14 JAN ROOM B

ACCESS PANEL

RE:A-601 FOR FINISHES RE:A-601 FOR FINISHES

ACCESS PANEL

4' 8' 12'

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

WINDOW NOTES

1. WINDOWS SHALL BE PROVIDED IAW SPECIFICATION 08 51 13.

2. GLAZING SHALL BE PROVIDED IAW SPECIFICATION 08 81 00.

3. ALL EXTERIOR WINDOWS SHALL MEET UFC 4-010-01 MINIMUM REQUIREMENTS.

4. ALL EXTERIOR WINDOWS ARE TO BE INSULATED.

5. SEE SA-521 FOR WINDOW TYPES

6. DIMENSIONS SHOWN ON WINDOW SCHEDULE ARE ROUGH OPENING DIMENSIONS. ACTUAL WINDOW DIMENSIONS SHALL BE AS

RECOMMENDED BY WINDOW MANUFACTURER FOR OPENING SIZE INDICATED.

7. WINDOWS SHALL BE PROVIDED WITH ROLLER WINDOW SHADES AS DESCRIBED IN SPECIFICATION SECTION 12 24 13.

OPTIONAL ICC 500 COMPLIANT IMPACT PROTECTIVE SYSTEM AT ALL EXTERIOR WINDOWS. STORM SHUTTER IS AN EXAMPLE OF THIS

SYSTEM. IF STORM SHUTTER, REFER TO SPECIFICATION SECTION 10 71 13.

DOOR NOTES

1. ALL EXTERIOR DOORS SHALL MEET UFC 4-010-01 MINIMUM REQUIREMENTS.

2. ALL EXTERIOR DOORS ARE TO BE INSULATED.

3. SEE SPEC SECTION 08 11 13 FOR STEEL DOORS AND FRAMES, 08 71 00 FOR DOOR HARDWARE.

4. SEE SPEC SECTION 08 11 16 FOR ALUMINUM DOORS AND FRAMES.

5. SEE SA-521 FOR DOOR AND FRAME TYPES

6. THRESHOLD AND WEATHER SEAL BY DOOR MANUFACTURER.

7. THRESHOLDS, SEE DETAIL 3/SA-544

8. PROVIDE ALUMINUM THRESHOLD UNLESS OTHERWISE NOTED.

DOOR AND WINDOW SCHEDULE ABBREVIATIONS

STL-STEEL

ALUM-ALUMINUM

AT/FP- ANTI-TERRORISM FORCE PROTECTION

INSUL- INSULATED

T- TEMPERED GLASS

F-FROSTED

US Army Corps of Engineers ®

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DOOR SCHEDULE

DOOR NO. ROOM NAME

DOOR

Material

FIRE

RATING

FRAME

STC

HARDWAR

E COMMENTS:TYPE PAIR

SIZE

TYPE MATERIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

101A CONF N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 101B OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 102A MALE F 3' - 0" 7' - 0" 1 3/4" STL 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-08 MARBLE THRESHOLD 102B OFFICE F 3' - 0" 7' - 0" 1 3/4" STL 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-08 MARBLE THRESHOLD 103A OFFICE F 3' - 0" 7' - 0" 1 3/4" STL 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-08 MARBLE THRESHOLD 103B FEMALE F 3' - 0" 7' - 0" 1 3/4" STL 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-08 MARBLE THRESHOLD 104A OFFICE F 3' - 0" 7' - 0" 1 3/4" STL 1 ALUM 7/SA-522 8/SA-522 9/SA-522 35 HW-12

104B JAN F 3' - 0" 7' - 0" 1 3/4" STL 1 ALUM 7/SA-522 8/SA-522 9/SA-522 35 HW-12

105A MECH F 3' - 0" 7' - 0" 1 3/4" STL 1 STL 7/SA-525 8/SA-525 9/SA-525 - HW-03

105B MECH F 3' - 0" 7' - 0" 1 3/4" STL 45 MIN 1 STL 7/SA-525 8/SA-525 9/SA-525 - HW-05

106A WEAPONS

VAULT

VD 3' - 4" 6' - 6" 4" STL 45 MIN 5 STL 1/SA-528 1/SA-528 1/SA-528 35 HW-16/HW-

GSA APPROVED CLASS 5

ARMORY VAULT DOOR W/ X-10

LOCK IN ACCORDANCE WITH

FEDERAL SPECIFICATION

FF-L-2740B AND DUTCH DOOR

STYLE DAY GATE W/ ISSUE

PORT

106B COMPANY

STORAGE

VD 3' - 4" 6' - 6" 4" STL 45 MIN 5 STL 1/SA-528 1/SA-528 1/SA-528 35 HW-16/HW-

GSA APPROVED CLASS 5

ARMORY VAULT DOOR W/ X-10

LOCK IN ACCORDANCE WITH

FEDERAL SPECIFICATION

FF-L-2740B AND DUTCH DOOR

STYLE DAY GATE W/ ISSUE

PORT

107A OFFICE F 3' - 0" 7' - 0" 1 3/4" STL 2 ALUM 1/SA-522 2/SA-522 3/SA-522 35 HW-10

107AA COMPANY

STORAGE

F PAIR 3' - 0" 7' - 0" 1 3/4" STL 3 STL 7/SA-525 8/SA-525 9/SA-525 35 HW-04

107B COMPANY

STORAGE

F 3' - 0" 7' - 0" 1 3/4" STL 2 ALUM 1/SA-522 2/SA-522 3/SA-522 35 HW-04

107BB COMPANY

STORAGE

F PAIR 3' - 0" 7' - 0" 1 3/4" STL 3 STL 7/SA-525 8/SA-525 9/SA-525 35 HW-04

108A VEST FG 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 108AA VEST FG 3' - 0" 7' - 0" 1 3/4" STL 1 STL 7/SA-525 8/SA-525 9/SA-525 35 HW-02 108B OFFICE FG 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10

108BB VEST FG 3' - 0" 7' - 0" 1 3/4" STL 1 STL 7/SA-525 8/SA-525 9/SA-525 35 HW-02 109A COMM F 3' - 0" 7' - 0" 1 3/4" ALUM 45 MIN 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-12 109B OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-12 110A OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 110B OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 111A OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 111B OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 112A OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 112B OFFICE N 3' - 0" 7' - 0" 1 3/4" ALUM 1 ALUM 4/SA-522 5/SA-522 6/SA-522 35 HW-10 114A OFFICE FG 3' - 0" 7' - 0" 1 3/4" STL 1 STL 7/SA-525 8/SA-525 9/SA-525 35 HW-02 114B OFFICE FG 3' - 0" 7' - 0" 1 3/4" STL 1 STL 7/SA-525 8/SA-525 9/SA-525 35 HW-02

WINDOW SCHEDULE

Count Mark

R.O. FRAME GLAZING DETAILS

Sill Height

Precast Sunshade

Remarks (See Notes Below)Width Height Material Type Thickness Head Jamb Sill

4 B 2' - 0" 2' - 0" ALUM INSUL-T-AT/

FP-F

1/4" 1/SA-

2/SA-

3/SA-525 6' - 0" No

10 C 3' - 0" 4' - 0" ALUM INSULT-T-A

T/FP

1/4" 1/SA-

2/SA-

3/SA-525 3' - 0" Yes SEE 1-3/SA-527

2 E 1' - 4" 4' - 0" ALUM INSULT-T-A

T/FP

1/4" 1/SA-

2/SA-

3/SA-525 3' - 0" No

2 F 6' - 0" 1' - 6" ALUM INSULT-T-A

T/FP

1/4" 1/SA-

2/SA-

3/SA-525 8' - 0" No

GENERAL NOTES

1. REFER TO I-601 FOR FINISH SCHEDULE

2. FF&E SHOWN HERE IS ONLY INTENDED FOR SPACE

CONFIGURATION PURPOSES. US Army Corps of Engineers ®

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SCALE: NTS1 WORKSTATIONS

SCALE: NTS2 WORKSTATIONS 2

H-S2 H-S2 H-S2 H-S2 H-S2H-S2

H-S3 H-S3 H-S3

H-M8

H-M1 H-M1

H-D3

H-S1H-S1H-S1H-S1H-S1

H-S1 H-S1 H-S1 H-S1 H-S1

H-T1

H-M8

H-M9

H-F2H-F2H-F2H-F2

H-M1

H-M9

H-F2

H-M1

H-D3 H-D3 H-D3 H-D3 H-D3

H-S1H-S1H-S1H-S1H-S1

CONF

101A

MALE

102A

FEMALE

103A

OFFICE

112A

OFFICE

111A

OFFICE

110A

OFFICE

110B

OFFICE

111B

OFFICE

112B

CONF

101B

MALE

102B

FEMALE

103B

OFFICE

114A

OFFICE

114B

JAN

104B

MECH

105BMECH

105A

JAN

104A

WEAPONS VAULT

106B

WEAPONS VAULT

106A

COMPANY

STORAGE

107A

COMPANY

STORAGE

107B

VEST

108B

ELEC

109B

OFFICE

114B

OFFICE

114A

COMM

109A

VEST

108A

H-F2

H-D6 H-D6

H-S1 H-S1 H-S1 H-S1 H-S1 H-S1

H-M1

H-M2

H-M1

H-M2

H-M1

H-M2

H-M1

H-M2

H-M1

H-M2

H-M1

H-M2

H-T1

H-S3 H-S3 H-S3

H-S3H-S3H-S3

H-M2H-M2

H-M6

GENERAL NOTES

1. FURNITURE IS A BID OPTION TO THE CONSTRUCTION

CONTRACT AND CF/CI (CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED).

2. REFER TO SPECIFICATION SECTIONS 12 50 00.13 10

FURNITURE AND FIXTURES INSTALLATION AND 12 59 00

SYSTEMS FURNITURE FOR FF&E (FURNITURE, FIXTURES

AND EQUIPMENT) PACKAGE AND FURNITURE

INFORMATION.

3. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION

AND TRUE NORTH.

US Army Corps of Engineers ®

SHEET ID

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Plot Date:

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I-101

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D M

CDC

SCALE: 3/16" = 1'-0"1 FIRST FLOOR FURNITURE PLAN

FURNITURE LEGEND

ITEM CODE ITEM NAME

H-D3 L-SHAPED DESK w/o OVERHEAD

H-D6 WORKSTATION, BENCHING

H-F2 LATERAL, 2 DRAWER w/ STORAGE CABINET

H-M1 TRASH BIN, SMALL

H-M2 RECYCLE BIN, SMALL

H-M6 TV AND TV WALL-MOUNT BRACKET, 65"

H-M8 MICROWAVE

H-M9 REFRIGERATOR

H-S1 DESK CHAIR

H-S2 GUEST CHAIR

H-S3 CONFERENCE CHAIR

H-T1 CONFERENCE TABLE, 42x96

4' 8' 12' 16'

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

FINISH LEGEND NOTES

1. FINISH SCHEDULE REFERS TO SHEET NORTH FOR WALL

FINISHES LOCATION

2. SEE SPECIFICATION 09 30 10 FOR CERAMIC, QUARRY,

AND GLASS TILING

3. SEE SPECIFICATION 09 67 23.13 FOR STANDARD

RESINOUS FLOORING

4. SEE SPECIFICATION 09 90 00 FOR PAINTS AND COATINGS

5. ALL DOORS, RAILINGS, COPINGS, DOWNSPOUTS AND

GUTTERS SHALL MATCH PANTONE 18-0403 TPG - DARK

GULL GRAY

6. SEE INTERIOR ELEVATIONS FOR WALL TILE PATTERNS

7. SEE SA-544 FOR FLOOR TRANSITION DETAILS.

FINISH LEGEND ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

ALUM ALUMINUM

AWP ACOUSTICAL WALL PANEL

CG CORNER GUARD

CI CAST IRON

CLR CLEAR

CONC CONCRETE

CPT CARPET

CR CRASH RAIL

CT CERAMIC TILE

CU COPPER

EXIST EXISTING

EXP EXPOSED

FF FINISHED FLOOR

FGL FIBER GLASS

FIN FINISH / FINISHED

FLR FLOOR

FRG FIBER REINFORCED GYPSUM

FRTW FIRE RETARDANT TREATED WOOD

FWC FABRIC WALL COVERING

GALV GALVANIZED

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GT GROUT

IR HIGH IMPACT RESISTANT PANELS

LAM LAMINATE

LIN LINOLEUM

LVT LUXURY VINYL TILE

MDF MEDIUM DENSITY FIBER BOARD

MTL METAL

NAT NATURAL

OTS OPEN TO STRUCTURE

PAT PATTERN

PERF PERFORATED

PNT PAINT (PAINTED)

PTB PORCELAIN TILE BASEBOARD

POL POLISHED

PREFIN PREFINISHED

PT PORCELAIN TILE

PTB PORCELAIN TILE BASE

PWD PLYWOOD

QT QUARRY TILE

RB RESILIENT BASE

RBR RUBBER

REC RECESSED

RECM RECESSED MAT

RLG RAILING

RTF RUBBER TILE FLOOR

SC SEALED CONCRETE

SCP SCRUBBABLE CEILING PANEL

SM SHEET METAL

SS SOLID SURFACE

SST STAINLESS STEEL

TC TERRA COTTA

TER TERRAZZO

TP TOILET PARTITION / TILE PATTERN

TRTD TREATED

UNFIN UNFINISHED

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

WC WALLCOVERING

WD WOOD

WSCT WAINSCOT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

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Plot Date:

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File details come from the government source that posted it. Updated Jul 29, 2021.