B.08 CDC DRAWINGS_VOL 1_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 on a federal construction contract opportunity for the Puerto Rico Army National Guard Joint Training Center. The contract includes construction of 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. A pre-proposal conference will be held on July 7, 2021 and proposals are due on or around July 30, 2021. The NAICS code is 236220 with a size standard of $36.5 million. The magnitude of construction is estimated between $150-200 million. The contract will have a four-year period of performance plus one year for commissioning. The U.S. Army Corps of Engineers Engineering District Jacksonville is the contracting agency.

View the file

Other files

File	Type	Posted
B.08 CDC DRAWINGS_VOL 2_PART 2_PR-201901_JTC_22 JUN 2021.pdf	PDF	Jul 29, 2021
B.08 USACE Camp Santiago GER - 09-11-2020.pdf	PDF	Jul 29, 2021
B.08 CDC DRAWINGS_VOL 4_PR-201901_JTC_22 JUN 2021.pdf	PDF	Jul 29, 2021
B.08 CDC DRAWINGS_VOL 2_PART 1_PR-201901_JTC_22 JUN 2021.pdf	PDF	Jul 29, 2021
B.08 ACM and LBP Results.pdf	PDF	Jul 29, 2021
B.08 CDC DRAWINGS_VOL 1_PART 1_PR-201901_JTC_22 JUN 2021.pdf	PDF	Jul 29, 2021
B.08 CDC DRAWINGS_VOL 3_PR-201901_JTC_22 JUN 2021.pdf	PDF	Jul 29, 2021
B.08 PRARNG-CSJTC_SID BINDER-CDC SUBMITTAL-23JUNE2021.pdf	PDF	Jul 29, 2021
DD369_March2022.pdf	PDF	Jul 22, 2021
SITE VISIT INFORMATION.pdf	PDF	Jul 22, 2021
SitevisitedinformationForm_DD369final.pdf	PDF	Jul 22, 2021
W912EP20R0043 DRAFT PRARNG JTC v1_19Jul21.pdf	PDF	Jul 19, 2021
PRARNG JTC Specs v2 Pre-Solicitation DRAFT_17May21.pdf	PDF	May 18, 2021

Show all 13

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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.

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:29:19 PM

/2 0 2

A-001

P R

C T

N O

R R

2E P2

-2

1B 2-

A-

N B

CDC

DRAFT

1. PROJECT'S APPLIED CODES & STANDARDS:

IBC GROUP R-2 DORMITORIES (RESIDENTIAL)

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

TYPE II-B (UNPROTECTED/NON-COMBUSTIBLE)

BEDROOMS: (1/2) HOUR SEPARATION; SPRINKLERED

OPEN CORRIDORS: (0) HOUR SEPARATION (NFPA 7.5.3.3)

CORRIDORS: (1) HOUR SEPARATION

LAUNDRY ROOM: (1) HOUR SEPARATION; SPRINKLERED (NFPA 7.5.3.3)

STORAGE ROOMS: SMOKE PARTITION SEPARATION; SPRINKLERED (NFPA 28-3.2.2.2)

COMM ROOM: (1) HOUR SEPARATION; SPRINKLERED (NFPA 7.5.6.1.3)

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

ELEC ROOM: (1) HOUR SEPARATION; SPRINKLERED (UFC 3-600-01, B1-2)

TOTAL GROSS AREA: 23,785 SF PER BUILDING

BUILDING HEIGHT: 30 FT

CEILING HEIGHT: 9 FT

OCCUPANCY R-2:

ALLOWABLE HEIGHT: 75 FT; SPRINKLERED (AS)

ALLOWABLE HEIGHT IN STORIES: 4; (AS)

ACTUAL HEIGHT IN STORIES: 2

ALLOWABLE AREA PER STORY: 48,000 SF; (AS): 16, 000 SF

ACTUAL AREA PER STORY: FIRST FLOOR 10,744 SF-AS; SECOND FLOOR 11,510 SF- AS

ACTUAL TOTAL AREA: 22,254 SF

OCCUPANCY S-1: (MEDIUM/ORDINARY HAZARD)

ALLOWABLE HEIGHT: 75 FT; SPRINKLERED (AS)

ACTUAL HEIGHT: 19 FT

ALLOWABLE HEIGHT IN STORIES: 4; (AS)

ACTUAL HEIGHT IN STORIES: 2

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

ACTUAL AREA: FIRST FLOOR 1,073 SF - AS; SECOND FLOOR 458 SF -AS

ACTUAL TOTAL AREA: 1,531 SF

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 05 HR, (AS): 1 HR (NS)

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

AUTOMATIC-SPRINKLER SYSTEM - REQUIRED

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

ACTUAL: AUTOMATIC SPRINKLER SYSTEM PROVIDED

PORTABLE FIRE EXTINGUISHERS NOT REQUIRED GROUP R: PER NFPA 101 SECTION 28.3.5.8

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

FIRE ALARM / MASS NOTIFICATION SYSTEM REQUIRED TO BE INSTALLED IAW UFC 3-600-01, UFC

4-021-01 AND NFPA 72.

ACTUAL: COMBINED FIRE ALARM AND MASS NOTIFICATION PROVIDED.

2. BUILDING CODE REQUIREMENTS:

A. OCCUPANCY CLASSIFICATION:

IBC 2018 CHAP. 3

NFPA 101 2018 CHAP.6 SECTION 6.1.8 & CHAP. 28

B. CONSTRUCTION TYPE:

IBC CHAP. 6, TABLE 601

C. MIXED USE & OCCUPANCY SEPARATIONS:

NFPA 101 Chapter 28

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 CHAP. 28 AND

IBC

G. FIRE ALARM & DETECTION SYSTEM:

UFC 4-010-01, UFC 3-600-01, NFPA 101 CHAP 28

IBC GROUP R-2 DORMITORIES (RESIDENTIAL)

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

RESIDENTIAL= 200SF/ PER PERSON (IBC)

RESIDENTIAL (SMALL ASSEMBLY SPACE))= 15SF/ PER PERSON (IBC)

RESIDENTIAL= 90SF/ PER PERSON (NGPAM 415-12 & AR 420-1)

OCCUPANT LOAD:

REFER TO A-003.

LEVEL COMPONENTS AND RAMPS:

0.20 INCHES/PERSON (NFPA TABLE 7.3.3.1)

STAIRWAYS:

0.2 INCHES/ PER PERSON (AS)

CORRIDORS:

NFPA SECTION 28.2.3 THE CLEAR WIDTH OF ANY CORRIDOR OR PASSAGEWAY SERVING AN OCCUPANT LOAD OF 50

OR MORE SHALL BE NOT LESS THAN 44 IN.

IBC TABLE 1020.2 MINIMUM CORRIDOR WIDTH: 44 IN.

CORRIDORS, OTHER THAN THOSE WITHIN INDIVIDUAL GUEST ROOMS OR INDIVIDUAL GUEST SUITES, SHALL BE OF SUFFICIENT WIDTH TO ACCOMMODATE THE REQUIRED OCCUPANT LOAD AND SHALL NOT BE LESS THAN 44 IN

NOT LESS THAN (2) SEPARATE EXITS SHALL BE PROVIDED ON EVERY STORY

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)

28.2.6.3.2 TRAVEL DISTANCE FROM THE CORRIDOR DOOR OF ANY GUEST ROOM TO THE NEAREST EXIT SHALL NOT

EXCEED 200 FT FOR EXTERIOR WAYS OF EXITS ACCESS.

OCCUPANCY R:

ALLOWABLE DEAD END LIMIT: 50 FT SPRINKLERED (AS)

ACTUAL DEAD END: 0 FT

ALLOWABLE COMMON PATH TRAVEL (CPT) LIMIT (IBC AND NFPA 101): 50 (AS)

ACTUAL CPT:REFER TO A-003

ALLOWABLE TRAVEL DISTANCE (TD) LIMIT: NFPA 101-325 FT (AS)

ACTUAL TD: REFER TO A-003

OCCUPANCY S:

ALLOWABLE DEAD END LIMIT: 100 FT SPRINKLERED (AS)

ACTUAL DEAD END: 0 FT - AS

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

ACTUAL CPT:REFER TO A-003

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

ACTUAL TD: REFER TO A-003

INTERIOR WALL AND CEILING FINISH OCCUPANCY R (NFPA 101)

EXIT ENCLOSURES- CLASS A

LOBBIES AND CORRIDORS- CLASS A OR B

OTHER SPACES- CLASS A, B OR C

INTERIOR WALL AND CEILING FINISHES OCCUPANCY S (NFPA 101)

WALL AND CEILING FINISHES CLASS A, B OR C

EXIT AND EXIT ACCESS CORRIDORS: CLASS A OR B

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. CLASSIFICATION OF OCCUPANCY:

IBC 2018 CHAP. 3

NFPA 101 2018 CHAP.6 SECTION 6.1.8 & CHAP. 28

B. OCCUPANT LOAD:

NFPA 101 CHAP. 7

NG PAM 415-12 CHAP. 5 TABLE 5-3

UFC 3-600-01

C. CAPACITY OF MEANS OF EGRESS:

NFPA 101 CHAP. 7, TABLE 7.3.3.1

D. NUMBER OF EXITS:

NFPA 101, CHAP. 7 & 28

E. ARRANGEMENT OF MEANS OF EGRESS:

NFPA 101 SECTION 7.5 & CHAP.28

F. TRAVEL DISTANCE TO EXIT:

NFPA 101 CHAPTER 28

G. INTERIOR FINISH & ROOF CLASSIFICATION

LIMITS

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

NFPA 101

H. ACCESSIBILITY

DG 415-5

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 - 2018 (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-CHANGE 4, 8 OCT 2019 - DOD BUILDING CODE

13. UFC 3-101-01 CHANGE 5, 25 SEPT 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

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:29:21 PM

/2 0 2

A-002

C O

D E

R R

2E P2

-2

1B 2-

A-

N B

CDC

1 2 3 4 5 6 7

8 10 11 12 13 14 159

102 106 101 107105

109113 112

TRAVEL DISTANCE A

COMMON PATH OF TRAVEL A

108114

102 102B

113 113B

109 109B

106B103

112 112B

76' - 7

2 5 /8"

1/3 DIAGONAL LENGTH= 25'-6 3/8"

DISTANCE BETWEEN EXITS= 40'-0"

1/3 DIAGONAL LENGTH= 17'-8 7/8"

DISTANCE BETWEEN EXITS= 43'-0"

COMMON PATH OF TRAVEL

TRAVEL DISTANCE

1 HOUR WALL ASSEMBLY

FIRE EXTINGUISHER

EXIT SIGN LOCATION

FIRE PULL STATION

LEGEND

1/2 HOUR WALL ASSEMBLY

1 2 3 4 5 6 7

8 10 11 12 13 14 159

202 205

201 206

TRAVEL DISTANCE B

COMMON PATH OF TRAVEL B

202 202B

211 211B 208

205 205B

208B

104' - 7 1/4"

1/3 DIAGONAL LENGTH= 37'-4 3/4"

DISTANCE BETWEEN EXITS= 80'-8"

112' - 2 1/8"

1/3 DIAGONAL LENGTH= 34'-10 1/2"

DISTANCE BETWEEN EXITS= 70'-2"

LIFE SAFETY PLAN NOTES

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

2. REFER TO A-101 FOR ROOM SCHEDULE

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

DRAWINGS AND FIRE RATINGS.

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:29:35 PM

/2 0 2

A-003

R R

2E P2

-2

1B 2-

A-

N B

CDC

SCALE: 1/16" = 1'-0"1 FIRST FLOOR LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"2 SECOND FLOOR LIFE SAFETY PLAN

16' 32' 48'

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

TRAVEL DISTANCES

TRAVEL PATH

TRAVEL

DISTANCE

COMMON PATH OF TRAVEL A 16' - 7"

TRAVEL DISTANCE A 31' - 0"

COMMON PATH OF TRAVEL B 16' - 9"

TRAVEL DISTANCE B 188' - 0"

BUILDING OCCUPANCY ANALYSIS

ROOM

NO ROOM NAME

OCCUPANCY LOAD FACTOR

AREA

OCC

LOAD

CALCUSE SF/ PERSON

102 SINGLE BEDS DORMITORY 200 SF 1296 SF 7

106 SINGLE BEDS DORMITORY 200 SF 2130 SF 11

109 SINGLE BEDS DORMITORY 200 SF 2130 SF 11

112 DAYROOM DORMITORY 15 SF 661 SF 45

113 SINGLE BEDS DORMITORY 200 SF 1296 SF 7

202 SINGLE BEDS DORMITORY 200 SF 1963 SF 10

205 SINGLE BEDS DORMITORY 200 SF 2136 SF 11

208 SINGLE BEDS DORMITORY 200 SF 2136 SF 11

211 SINGLE BEDS DORMITORY 200 SF 1963 SF 10

DORMITORY: 9 123

104 MECH/FIRE INDUSTRIAL 500 SF 151 SF 1

110 ELECT INDUSTRIAL 500 SF 180 SF 1

111 COMM INDUSTRIAL 300 SF 125 SF 1

203 MECH/FIRE INDUSTRIAL 500 SF 153 SF 1

209 ELECT INDUSTRIAL 500 SF 180 SF 1

210 COMM INDUSTRIAL 300 SF 125 SF 1

INDUSTRIAL: 6 6

103 LAUNDRY STORAGE ORDINARY HAZARD 100 SF 617 SF 7

105 STORAGE STORAGE ORDINARY HAZARD 154 SF

108 JAN STORAGE ORDINARY HAZARD 28 SF

114 JAN STORAGE ORDINARY HAZARD 28 SF

204 STORAGE STORAGE ORDINARY HAZARD 153 SF

207 JAN STORAGE ORDINARY HAZARD 18 SF

212 JAN STORAGE ORDINARY HAZARD 18 SF

STORAGE ORDINARY HAZARD: 7 7

TOTAL ROOMS QTY.: 22 136

NOTE

1. STORAGE OCCUPANT FACTOR: N/A PER NFPA TABLE 7.3.1.2

DOOR EGRESS LOADS

MARK WIDTH

WIDTH/OCCUPANT

FACTOR

DOOR

CAPACITY

OCCUPANTS

USING EXIT

102 36" 0.2 180 4 102B 36" 0.2 180 4 103 36" 0.2 180 4 106 36" 0.2 180 6

106B 36" 0.2 180 6 109 36" 0.2 180 6

109B 36" 0.2 180 6 112 36" 0.2 180 23

112B 36" 0.2 180 23 113 36" 0.2 180 4

113B 36" 0.2 180 4 202 36" 0.2 180 5

202B 36" 0.2 180 5 205 36" 0.2 180 6

205B 36" 0.2 180 6 208 36" 0.2 180 6

208B 36" 0.2 180 6 211 36" 0.2 180 5

211B 36" 0.2 180 5 Grand total: 19DRAFT

UP UP

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

C AB

28' - 6"

TOP OF PARAPET

SINGLE BEDS

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

1 2 3 4 5 6 7 8 10 11 12 13 14 159

28' - 6"

TOP OF PARAPET

TOILET/SHOWERS

SINGLE BEDS

ELECT

SINGLE BEDS

TOILET/SHOWERS

SINGLE BEDS

ELECT

DAYROOM

SINGLE BEDS

TOILET/SHOWERS

1 2 3 4 5 6 7

8 10 11 12 13 14 159

SINGLE BEDS

TOILET/SHOWERS

101 TOILET/SHOWERS

STORAGE

LAUNDRY

MECH/FIRE

ELECT

COMM

SINGLE BEDS

DAYROOM

JAN

1 2 3 4 5 6 7

8 10 11 12 13 14 159

MECH/FIRE

ELECT

STORAGE

COMM

SINGLE BEDS

TOILET/SHOWERS

JAN

GENERAL NOTES

1. REFER TO SPEC SECTION 07 27 10.00 10 BUILDING AIR

BARRIER SYSTEM.

2. REFER TO SPEC SECTION 07 05 23 FOR PRESSURE

TESTING REQUIREMENTS.

3. 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.

4. THE AIR BARRIER SHALL BE DURABLE TO LAST 50

YEARS.

5. 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.

6. INSTALL NON-PERMEABLE SILL GASKETS BETWEEN

FLOORS AND THE BOTTOM PLATE OF EXTERIOR WALLS

IF APPLICABLE.

7. FLASH ALL WINDOWS AND EXTERIOR DOORS WITH

CORROSION-RESISTANT FLASHING TO PREVENT WATER

INTRUSION INTO THE WALL CAVITY.

8. 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.

9. COMPARTMENTALIZE SPACES UNDER NEGATIVE

PRESSURE SUCH AS LAUNDRY ROOMS, AND PROVIDE

MAKE-UP AIR FOR COMBUSTION.

10. REFER TO DESIGN DETAILS OF AIR BARRIER

ASSEMBLIES, JOINTS, INTERCONNECTIONS AND

PENETRATIONS FOR ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:29:48 PM

/2 0 2

A-004

R P

D S

O N

R R

2E P2

-2

1B 2-

A-

N B

CDC

SCALE: 1/16" = 1'-0"2 AIR BARRIER SECTION 2

SCALE: 1/16" = 1'-0"1 AIR BARRIER SECTION 1

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

SCALE: 1/16" = 1'-0"4 AIR BARRIER SECOND FLOOR PLAN

AIR BARRIER AREA

FLOOR LEVEL

GROSS SURFACE

AREA GROSS VOLUME

1ST FLOOR 26019 SF 106072.78 CF

2ND FLOOR 26838 SF 117303.84 CF

16' 32' 48'

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

8 10 11 12 13 14 159

A-301 C

A-201

A-201 D

A-201C

237' - 0"

993 SF

SINGLE BEDS

1827 SF

SINGLE BEDS

606 SF

TOILET/SHOWERS

606 SF

TOILET/SHOWERS

154 SF

STORAGE

617 SF

LAUNDRY

151 SF

MECH/FIRE

180 SF

ELECT

125 SF

COMM

1827 SF

SINGLE BEDS

993 SF

SINGLE BEDS

113 661 SF

DAYROOM

A-301 A

A-301 B

AREA 'A'

A-103

AREA 'B'

A-103

C H

E M

H L

28 SF

JAN

28 SF

JAN

5238 SF

AREA 1

4887 SF

AREA 2

3385 SF

HALLWAY

5238 SF

AREA 1

3385 SF

HALLWAY

4887 SF

AREA 2

152 SF

STAIR 2

152 SF

STAIR 1

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:29:58 PM

/2 0 2

A-101

O R

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24' 32'

SCALE: 3/32" = 1' - 0"

SCALE: NTS

KEY PLAN

'A' 'B'

FORM D-1391 COMPARISON

1391 GROSS BUILDING AREA: 24,261 SF

GROSS BUILDING AREA PROVIDED: 23,785 SF

GROSS BUILDING AREA

NAME AREA

HALF

AREA

CALCULATED

AREA

FIRST FLOOR

AREA 1 5238 SF No 5238 SF AREA 2 4887 SF No 4887 SF HALLWAY 3385 SF Yes 1692 SF

13509 SF 11817 SF

SECOND FLOOR

AREA 1 5238 SF No 5238 SF AREA 2 4887 SF No 4887 SF HALLWAY 3385 SF Yes 1692 SF STAIR 2 152 SF Yes 76 SF STAIR 1 152 SF Yes 76 SF

13814 SF 11969 SF

27323 SF 23785 SF

SCALE: 3/32" = 1'-0"1 OPEN BARRACKS FIRST FLOOR PLAN

8 10 11 12 13 14 159

A-301 C

A-201

A-201 D

A-201C

153 SF

MECH/FIRE

237' - 0"

180 SF

ELECT

153 SF

STORAGE

125 SF

COMM

1654 SF

SINGLE BEDS

1654 SF

SINGLE BEDS

1827 SF

SINGLE BEDS

1827 SF

SINGLE BEDS

618 SF

TOILET/SHOWERS

618 SF

TOILET/SHOWERS

A-301 A

A-301 B

C H

E M

H L

AREA 'A'

A-104

AREA 'B'

A-104

18 SF

JAN

18 SF

JAN

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:30:06 PM

/2 0 2

A-102

C O

N D

O R

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24' 32'

SCALE: 3/32" = 1' - 0"

SCALE: NTS

KEY PLAN

'A' 'B'

SCALE: 3/32" = 1'-0"1 OPEN BARRACKS SECOND FLOOR PLAN

5' - 6" 17' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 2' - 8" 13' - 4"

SINGLE BEDS

TOILET/SHOWERS

STORAGE

LAUNDRY

MECH/FIRE

ELECT

COMM

SINGLE BEDS

FOLDING TABLES

DAYROOM

200 PN

CAPACITY

EQUIP CLEANING SINKS

A-401

M8AM8A

M8A

2" 9'

6" R

4" 5'

TYP.

3' - 0"

TYP.

5' - 4" R.O.

TYP.

7' - 8"

TYP.

4' - 4"

R.O.

3' - 0"8"

R.O.

3' - 0"

TYP.

5' - 0"

A-202

A-203

A-204 B

A-301 A

101B

102 102B

103B

112B113 113B

8" 3'

R .O

H C H

H H

JAN

R .O

3' - 4" R.O. 1' - 8"

8' - 0" TYP.

3" T

3/4" FIRE RATED

PLYWOOD

1/ 4"

/ 1 '-0

1/4"/ 1'-0"

1/ 4"

/ 1 '-0

WASHERS

DRYERS

TACKBOARD

SA-518

1 Sim

SA-518

2 Sim

ENTRANCE MATS

RE: SA-SERIES

A-511

EM8

5' - 4" R.O. 1' - 8" 1' - 8" 5' - 4" R.O.

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

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

ANALYSIS.

3. REFER TO SA-501 THROUGH SA-503 FOR PARTITION

TYPES DRAWINGS.

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

5. REFER TO ELECTRICAL DRAWINGS FOR SCHEDULE AND

LOCATION OF LIGHTS AND SWITCHES.

6. REFER TO I-601 AND I-602 FOR FINISH SCHEDULES.

7. 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.

8. IN AREAS WHERE FLOOR DRAINS ARE INDICATED FLOOR

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

PLUMBING DRAWINGS FOR LOCATION OF FLOOR

DRAINS.

9. DIMENSIONS ARE TO STRUCTURAL COLUMN GRID, FACE

OF STRUCTURAL WALL, EDGE OF WINDOW OPENINGS,

AND TO HINGE SIDE OF DOOR OPENINGS.

10. SEE A-401 FOR ENLARGED FLOOR PLANS.

11. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION

AND TRUE NORTH.

8 10 11 12 13 14 159

A-301 C

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 17' - 0" 5' - 6"

SINGLE BEDS

TOILET/SHOWERS

SINGLE BEDS

M8A

S6D

S3A S3A S3A

SLAB ON GRADE

A-202

A-203

A-204A

A-301 B

107B

106 106B

109 109B

C C C C

H H

8" 6' - 1 1/2" 2' - 2 1/2"

5' - 4" R.O.1' - 8" 6' - 8"

R.O.

3' - 0" 6' - 4" 6' - 8"

R.O.

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

R.O.

3' - 0" 6' - 8" 6' - 8"

R.O.

3' - 0" 6' - 4" 7' - 8"

R.O.

5' - 4" 3' - 0"

JAN

8' - 0" TYP.

3" T

1/ 4"

/ 1 '-0

4" / 1

'-0

1/4"/ 1'-0"

A-512

EM8

SA-511

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:30:32 PM

/2 0 2

A-103

N B

R P

R R

2E P2

-2

1B 2-

A-

N B

CDC

SCALE: 1/8" = 1'-0"A OPEN BARRACKS FIRST FLOOR PLAN AREA 'A'

8' 16' 24'

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

SCALE: NTS

KEY PLAN

'A' 'B'

SCALE: 1/8" = 1'-0"B OPEN BARRACKS FIRST FLOOR PLAN AREA 'B'

ROOM SCHEDULE- FIRST FLOOR

NUMBER NAME NET AREA

101 TOILET/SHOWERS 606 SF

102 SINGLE BEDS 993 SF

103 LAUNDRY 617 SF

104 MECH/FIRE 151 SF

105 STORAGE 154 SF

106 SINGLE BEDS 1827 SF

107 TOILET/SHOWERS 606 SF

108 JAN 28 SF

109 SINGLE BEDS 1827 SF

110 ELECT 180 SF

111 COMM 125 SF

112 DAYROOM 661 SF

113 SINGLE BEDS 993 SF

114 JAN 28 SF

NOTE:

1. NET AREA REFERS TO FLOOR USABLE AREA.

8 10 11 12 13 14 159

6' - 1 1/2"

2' - 2 1/2" R.O.

5' - 4" 1' - 8" 6' - 8"

R.O.

3' - 0" 6' - 4" 6' - 8"

R.O.

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

R.O.

3' - 0" 6' - 8" 6' - 8"

R.O.

3' - 0" 6' - 4" 7' - 8"

R.O.

5' - 4" 3' - 0"

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 17' - 0"

SINGLE BEDS

A-301 C

TOILET/SHOWERS

M8A

A-202

A-203

A-204A

A-301 B

206B

C C C

205B

208B

A-204D C

JAN

1/ 4"

/ 1 '-0

4" / 1

'-0

1/4"/ 1'-0"

A-512

EM8

SA-511

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

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

ANALYSIS.

3. REFER TO SA-501 THROUGH SA-503 FOR PARTITION

TYPES DRAWINGS.

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

5. REFER TO ELECTRICAL DRAWINGS FOR SCHEDULE AND

LOCATION OF LIGHTS AND SWITCHES.

6. REFER TO I-601 AND I-602 FOR FINISH SCHEDULES.

7. 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.

8. IN AREAS WHERE FLOOR DRAINS ARE INDICATED FLOOR

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

PLUMBING DRAWINGS FOR LOCATION OF FLOOR

DRAINS.

9. DIMENSIONS ARE TO STRUCTURAL COLUMN GRID, FACE

OF STRUCTURAL WALL, EDGE OF WINDOW OPENINGS,

AND TO HINGE SIDE OF DOOR OPENINGS.

10. SEE A-401 FOR ENLARGED FLOOR PLANS.

11. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION

AND TRUE NORTH.

1 2 3 4 5 6 7

6' - 1 1/2"

MECH/FIRE

17' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 2' - 8" 13' - 4"

6' - 1 1/2"

ELECT

STORAGE

COMM

SINGLE BEDS

TOILET/SHOWERS

M8AM8A

M8A

A-202

A-203

A-204 B

A-301 A

201B

CCC

202B

211B

TYP.

3' - 0"

TYP.

5' - 4" R.O.

TYP.

7' - 8" 6' - 4"

R.O.

3' - 0" 6' - 8" 6' - 4"

R.O.

3' - 0" 6' - 8" 6' - 4"

R.O.

3' - 0" 6' - 8"

JAN

2" 9'

R .O

4" 6"

R .O

R.O.

3' - 4"1' - 8"

R .O

3/4" FIRE RATED

PLYWOOD

1/ 4"

/ 1 '-0

1/4"/ 1'-0"

1/ 4"

/ 1 '-0

8" EXPANSION JOINT

A-511

EM8

A-402

SA-518

1 Sim

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:30:42 PM

/2 0 2

A-104

N B

O N

D F

R P

R R

2E P2

-2

1B 2-

A-

N B

CDC

SCALE: 1/8" = 1'-0"B OPEN BARRACKS SECOND FLOOR PLAN AREA 'B' 8' 16' 24'

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

SCALE: NTS

KEY PLAN

'A' 'B'

SCALE: 1/8" = 1'-0"A OPEN BARRACKS SECOND FLOOR PLAN AREA 'A'

ROOM SCHEDULE- SECOND FLOOR

NUMBER NAME NET AREA

201 TOILET/SHOWERS 618 SF

202 SINGLE BEDS 1654 SF

203 MECH/FIRE 153 SF

204 STORAGE 153 SF

205 SINGLE BEDS 1827 SF

206 TOILET/SHOWERS 618 SF

207 JAN 18 SF

208 SINGLE BEDS 1827 SF

209 ELECT 180 SF

210 COMM 125 SF

211 SINGLE BEDS 1654 SF

212 JAN 18 SF

NOTE:

1. NET AREA REFERS TO FLOOR USABLE AREA.

4" EXPANSION JOINT

RE: 7/SA-531DRAFT

8 10 11 12 13 14 159

A-301 C

1/ 2"

-0

5' - 6" 17' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 2' - 8" 13' - 4" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 17' - 0" 5' - 6"

FACTORY FINISHED METAL SCUPPER WITH

CONDUCTOR AND 5" x 6" DOWNSPOUT (DS)

AND OVERFLOW SCUPPER, TYP.

4'-0" x 4'-0" ROOF HATCH

ROOF RIDGE LINE

25' - 6"

26' - 8"

25' - 6"

237' - 0"

A-301 A

A-301 B

AREA 'A' AREA 'B'

C H

E M

H L

CRICKET 1/2" PER 1' MINIMUM

1/ 2"

-0

25' - 6" 25' - 6"

1/2

1' -0

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

1/2" / 1'-0"

FACTORY FINISHED FORMED GALV

METAL COPING W/DRIP LEG

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

1'-

1/2

1' -0

" 1/2" / 1'-0"

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

1' -0

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

1' -0

DISTANCE BETWEEN DOWNSPOUTS

75' - 2 1/2"

DISTANCE BETWEEN DOWNSPOUTS

75' - 7"

DISTANCE BETWEEN DOWNSPOUTS

75' - 2 1/2"

FULLY ADHERED EPDM ROOFING MEMBRANE ON 5/8"

PROTECTION BOARD ON RIGID INSULATION MECHANICALLY

FASTENED OR MECHANICALLY FASTENED AND FULLY

ADHERED ON CONCRETE STRUCTURE, 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.

DS DS DS

DS DS DSDS

3" / 1'-0"

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

2. REFER TO SA DRAWINGS FOR ROOF DETAILS.

3. 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 ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:30:45 PM

/2 0 2

A-141

L R

O O

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24' 32'

SCALE: 3/32" = 1' - 0"

SCALE: 3/32" = 1'-0"1 OVERALL ROOF PLAN

A-301 A

1/ 2"

-0

5' - 6" 17' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 2' - 8" 13' - 4"

4'-0" x 4'-0" ROOF HATCH

ROOF RIDGE LINE

25' - 6"

26' - 8"

25' - 6"

AREA 'A' AREA 'B'

C H

E M

H L

CRICKET 1/2" PER 1' MINIMUM

1/ 2"

-0

25' - 6"

1/2

1' -0

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

1/2" / 1'-0"

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

1'-

3" / 1'-0"

DISTANCE BETWEEN DOWNSPOUTS

75' - 2 1/2"

8 10 11 12 13 14 159

A-301 C

A-301 B

1/ 2"

-0

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 17' - 0" 5' - 6"

ROOF RIDGE LINE

25' - 6"

AREA 'A' AREA 'B'

C H

E M

H L

1/ 2"

-0

25' - 6"

1/2

1' -0

" 1/2" / 1'-0"

1/2" / 1'-0"

1/2

1' -0

3" / 1'-0"

DISTANC EBETWEEN DOWNSPOUTS

75' - 2 1/2"

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

2. REFER TO SA DRAWINGS FOR ROOF DETAILS.

3. 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 ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:30:49 PM

/2 0 2

A-142

R O

O F

R R

2E P2

-2

1B 2-

A-

N B

CDC

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

SCALE: 1/8" = 1'-0"2 ROOF PLAN AREA 'B' 8' 16' 24'

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

SCALE: NTS

KEY PLAN

'A' 'B'

W P

F F

W P

s P

1 2 3 4 5 6 7

8 10 11 12 13 14 159

MECH/FIRE

OTS

SINGLE BEDS

OTS

SINGLE BEDS

OTSTOILET/SHOWERS

TOILET/SHOWERS

107STORAGE

OTS

LAUNDRY

ELECT

OTS

COMM

OTS

SINGLE BEDS

OTS

SINGLE BEDS

OTS

DAYROOM

237' - 0"

AREA 'A'

A-153

AREA 'B'

A-153

C H

E M

H L

JAN

OTS

9' - 6"

CEILING LEGEND

GYP. BD. CEILING

"OTS" OPEN TO STRUCTURE

CEILING HEIGHT

LIGHT FIXTURES, 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

LADDER

ACCESS PANEL

OCCUPANCY SENSOR

ROOF HATCH

RCP DRAWING NOTES

1. UNLESS OTHERWISE NOTED, ALL CEILING HEIGHTS ARE

9'-0" A.F.F.

2. REFER TO SHEET I-601 AND I-602 FOR FINISH SCHEDULE.

3. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR

4. REFER TO SA-543 AND SA-544 DRAWINGS FOR CEILING

DETAILS.

5. REFER TO MECHANICAL FOR EXACT QUANTITY AND

LOCATION OF ACCESS PANELS

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:30:57 PM

/2 0 2

A-151

O R

G P

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24' 32'

SCALE: 3/32" = 1' - 0"

SCALE: 3/32" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN

s P

1 2 3 4 5 6 7

8 10 11 12 13 14 159

MECH/FIRE

OTS

SINGLE BEDS

OTS

SINGLE BEDS

OTS

TOILET/SHOWERS

ELECT

OTS

STORAGE

OTS

COMM

OTS

SINGLE BEDS

OTS

SINGLE BEDS

OTS

237' - 0"

C H

E M

H L

AREA 'A'

A-154

AREA 'B'

A-154

JAN

OTS

CEILING LEGEND

GYP. BD. CEILING

"OTS" OPEN TO STRUCTURE

CEILING HEIGHT

LIGHT FIXTURES, 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

LADDER

ACCESS PANEL

OCCUPANCY SENSOR

ROOF HATCH

RCP DRAWING NOTES

1. UNLESS OTHERWISE NOTED, ALL CEILING HEIGHTS ARE

9'-0" A.F.F.

2. REFER TO SHEET I-601 AND I-602 FOR FINISH SCHEDULE.

3. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR

4. REFER TO SA-543 AND SA-544 DRAWINGS FOR CEILING

DETAILS.

5. REFER TO MECHANICAL FOR EXACT QUANTITY AND

LOCATION OF ACCESS PANELS

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:31:05 PM

/2 0 2

A-152

C O

N D

O R

G P

R R

2E P2

-2

1B 2-

A-

N B

CDC

SCALE: 3/32" = 1'-0"1 SECOND FLOOR REFLECTED CEILING PLAN

8' 16' 24' 32'

SCALE: 3/32" = 1' - 0"

W P

F F

W P

s P

1 2 3 4 5 6 7

MECH/FIRE

OTS

SINGLE BEDS

OTS

TOILET/SHOWERS

STORAGE

OTS

LAUNDRY

ELECT

OTS

COMM

OTS

SINGLE BEDS

OTS

DAYROOM

5' - 6" 17' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 2' - 8" 13' - 4"

JAN

OTS

8 10 11 12 13 14 159

SINGLE BEDS

OTS

TOILET/SHOWERS

SINGLE BEDS

OTS

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 17' - 0" 5' - 6"

"JAN

9' - 6"

CEILING LEGEND

GYP. BD. CEILING

"OTS" OPEN TO STRUCTURE

CEILING HEIGHT

LIGHT FIXTURES, 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

LADDER

ACCESS PANEL

OCCUPANCY SENSOR

ROOF HATCH

RCP DRAWING NOTES

1. UNLESS OTHERWISE NOTED, ALL CEILING HEIGHTS ARE

9'-0" A.F.F.

2. REFER TO SHEET I-601 AND I-602 FOR FINISH SCHEDULE.

3. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR

4. REFER TO SA-543 AND SA-544 DRAWINGS FOR CEILING

DETAILS.

5. REFER TO MECHANICAL FOR EXACT QUANTITY AND

LOCATION OF ACCESS PANELS

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:31:12 PM

/2 0 2

A-153

R R

D C

N G

N A

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24'

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

SCALE: NTS

KEY PLAN

'A' 'B'

SCALE: 1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN AREA 'A'

SCALE: 1/8" = 1'-0"2 FIRST FLOOR REFLECTED CEILING PLAN AREA 'B'

OTS

s P

1 2 3 4 5 6 7

MECH/FIRE

OTS

SINGLE BEDS

OTS

TOILET/SHOWERS

ELECT

OTS

STORAGE

OTS

COMM

OTS

SINGLE BEDS

OTS

5' - 6" 17' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 2' - 8" 13' - 4"

JAN

OTS

8 10 11 12 13 14 159

SINGLE BEDS

OTS

TOILET/SHOWERS

SINGLE BEDS

OTS

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 17' - 0" 5' - 6"

JAN

OTS

RCP DRAWING NOTES

1. UNLESS OTHERWISE NOTED, ALL CEILING HEIGHTS ARE

9'-0" A.F.F.

2. REFER TO SHEET I-601 AND I-602 FOR FINISH SCHEDULE.

3. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR

4. REFER TO SA-543 AND SA-544 DRAWINGS FOR CEILING

DETAILS.

5. REFER TO MECHANICAL FOR EXACT QUANTITY AND

LOCATION OF ACCESS PANELS

CEILING LEGEND

GYP. BD. CEILING

"OTS" OPEN TO STRUCTURE

CEILING HEIGHT

LIGHT FIXTURES, 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

LADDER

ACCESS PANEL

OCCUPANCY SENSOR

ROOF HATCH

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:31:19 PM

/2 0 2

A-154

O N

D F

R R

D C

N G

N A

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24'

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

SCALE: NTS

KEY PLAN

'A' 'B'

SCALE: 1/8" = 1'-0"1 SECOND FLOOR REFLECTED CEILING PLAN AREA 'A'

SCALE: 1/8" = 1'-0"2 SECOND FLOOR REFLECTED CEILING PLAN AREA 'B'

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

1 2 3 4 5 6 7 8 10 11 12 13 14 159

A-301 C

28' - 6"

TOP OF PARAPET

AREA 'B'

A-203

AREA 'A'

A-203

12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 10"12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 7' - 6"

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

12345678101112131415 9

A-301 C

28' - 6"

TOP OF PARAPET

AREA 'B'

A-202

AREA 'A'

A-202

12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"7' - 6"12' - 10"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

C AB

28' - 6"

TOP OF PARAPET

A-301 B

4' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 4' - 6"

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

CA B

28' - 6"

TOP OF PARAPET

A-301 A

4' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 4' - 6"

FINISH LEGEND

SMOOTH FINISH; RE: SPEC 03 33 00

SPLIT FACE CMU; RE: SPEC 04 20 00

REFER TO I-601 AND I-602 FOR OTHER FINISHES

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:31:38 PM

/2 0 2

A-201

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24' 32'

SCALE: 3/32" = 1' - 0"

SCALE: 3/32" = 1'-0"B EXTERIOR ELEVATION 2

SCALE: 3/32" = 1'-0"A EXTERIOR ELEVATION 1

SCALE: 3/32" = 1'-0"C EXTERIOR ELEVATION 3

SCALE: 3/32" = 1'-0"D EXTERIOR ELEVATION 4

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

12345678

28' - 6"

TOP OF PARAPET

OPENINGS, SEE

SHEET A-101 &

A-102

DOORS AND WINDOWS AS

SCHEDULED

FACTORY FINISHED METAL SCUPPER WITH

CONDUCTOR AND DOWNSPOUT

AND OVERFLOW SCUPPER, TYP.

EXPANSION JOINT

RE: S-SERIES4'-0" X 4'-0"

ROOF HATCH

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

101112131415 9

A-301 C

28' - 6"

TOP OF PARAPET

OPENINGS, SEE

SHEET A-101 &

A-102

SEE SHEETS

A-511 & A-512

FOR STAIRS AND

RAILINGS

DETAILS

CONTROL

JOINT, TYP.

RE: S-SERIES

GRADE

RE:CIVIL

FACTORY FINISHED FORMRED GALV

METAL COPING W/DRIP LEG

ICC 500 COMPLIANT IMPACT

PROTECTIVE SYSTEM,

SEE SHEET A-601

FINISH LEGEND

SMOOTH FINISH; RE: SPEC 03 33 00

SPLIT FACE CMU; RE: SPEC 04 20 00

REFER TO I-601 AND I-602 FOR OTHER FINISHES

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:31:46 PM

/2 0 2

A-202

N S

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24'

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

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

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

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

1 2 3 4 5 6 7 8

28' - 6"

TOP OF PARAPET

DOORS AND WINDOWS

AS SCHEDULED

OPENINGS, SEE

SHEET A-101 & A-102

SEE SHEETS

A-511 & A-512 FOR

STAIRS AND

RAILINGS DETAILS

GRADE

RE: CIVIL

4'-0" X 4'-0"

ROOF HATCH

SIGNAGE, SEE

I-301 AND I-302

ICC 500 COMPLIANT IMPACT

PROTECTIVE SYSTEM,

SEE SHEET A-601

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

10 11 12 13 14 159

A-301 C

28' - 6"

TOP OF PARAPET

FACTORY FINISHED METAL SCUPPER WITH

CONDUCTOR AND DOWNSPOUT

AND OVERFLOW SCUPPER, TYP.

FINISH LEGEND

SMOOTH FINISH; RE: SPEC 03 33 00

SPLIT FACE CMU; RE: SPEC 04 20 00

REFER TO I-601 AND I-602 FOR OTHER FINISHES

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:31:53 PM

/2 0 2

A-203

N S

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24'

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

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

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

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

C AB

28' - 6"

TOP OF PARAPET

A-301 B

CONTROL JOINT, TYP.

RE: S-SERIES

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

CA B

28' - 6"

TOP OF PARAPET

FACTORY FINISHED METAL SCUPPER

WITH CONDUCTOR AND DOWNSPOUT

AND OVERFLOW SCUPPER, TYP.

A-301 A

SEE SHEETS

A-511 & A-512 FOR

STAIRS AND

RAILINGS

DETAILS

GRADE

RE: CIVIL

FACTORY FINISHED FORMED GALV

METAL COPING W/DRIP LEG

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

CA B

28' - 6"

TOP OF PARAPET

A-301 B

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

C AB

28' - 6"

TOP OF PARAPET

A-301 B

FINISH LEGEND

SMOOTH FINISH; RE: SPEC 03 33 00

SPLIT FACE CMU; RE: SPEC 04 20 00

REFER TO I-601 AND I-602 FOR OTHER FINISHES

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:32:06 PM

/2 0 2

A-204

N S

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24'

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

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

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

SCALE: 1/8" = 1'-0"C CORRIDOR ELEVATION 5

SCALE: 1/8" = 1'-0"D CORRIDOR ELEVATION 6

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

C AB

28' - 6"

TOP OF PARAPET

SINGLE BEDS

4'-0" x 4'-0" ROOF

HATCHA-301

GRADE

RE: CIVIL

A-311

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

1 2 3 4 5 6 7 8

28' - 6"

TOP OF PARAPET

TOILET/SHOWERS

SINGLE BEDS

ELECT

DAYROOM

SINGLE BEDS

113TOILET/SHOWERS

OPENINGS, SEE

SHEET A-101 &

A-102

4'-0" x 4'-0" ROOF

HATCH

SA-518

4 Sim

SA-518

3 Sim

SOFFIT

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

10 11 12 13 14 159 A-301

28' - 6"

TOP OF PARAPET

SINGLE BEDS

TOILET/SHOWERS

SINGLE BEDS

SEE SHEET SA-511 FOR ROOF

SYSTEM DETAILS

GRADE

RE:CIVIL

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:32:17 PM

/2 0 2

A-301

G S

O N

R R

2E P2

-2

1B 2-

A-

N B

CDC

8' 16' 24'

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

SCALE: 1/8" = 1'-0"C BUILDING SECTION 2

SCALE: 1/8" = 1'-0"A BUILDING SECTION 1 AREA 'A'

SCALE: 1/8" = 1'-0"B BUILDING SECTION 1 AREA 'B' DRAFT

12' - 0"

SECOND FLOOR

23' - 0"

BOTTOM OF

PARAPET

28' - 6"

TOP OF PARAPET

SEALED CONCRETE SLAB

ON VAPOR BARRIER OVER 4" GRAVEL BASE

EPDM MEMBRANE, OVER

FULLY ADHERED & MECHANICALLY FASTENED

5/8" ROOF BOARD OVER RIGID INSULATION OVER

CONCRETE STRUCTURE, R-40 MINIMUM FOR FULL

ASSEMBLY, TYP.

PAINTED 5/8" GYPSUM WALL OVER

3 5/8" METAL STUDS WITH BATT INSULATION (R-13)OVER

RIGID INSULATION (R-14) OVER VAPOR/AIR BARRIER

OVER 8" SPLIT FACE CMU, R-27 MINIMUM, TYP.

CONTINUOUS VAPOR / AIR

BARRIER MEMBRANE, TYP.

CONCRETRE COLUMN BEYOND.

1/4" PER FOOT SLOPE

WINDOW AS SCHEDULED

FACTORY FINISHED

GALVANIZED STEEL RAILING

PAINTED 5/8" GYPSUM WALL OVER

3 5/8" METAL STUDS WITH BATT

INSULATION (R-13)OVER RIGID

INSULATION (R-14) OVER VAPOR/AIR

BARRIER OVER 8" SPLIT FACE CMU,

R-27 MINIMUM, TYP.

CONCRETRE COLUMN BEYOND.

WINDOW AS SCHEDULED

SEE SA-511 FOR SCUPPER DETAILS

FACTORY FINISHED GALVANIZED STEEL TUBE

FACTORY FINISHED GALVANIZED STEEL

DOWNSPOUT. CONNECT DOWNSPOUT INTO

SUB-GRADE DRAINAGE SYSTEM, TYP.

SEE CIVIL

ROOF HATCH

1/2 HOUR RATED CONCRETE FLOOR

SEE STRUCTURAL

FINISH FLOOR AS SCHEDULED

ROOF CRICKET

CONCRETE FOUNDATION

REFER TO STRUCTURAL

DRAWINGS, TYP.

1/2" / 1'-0"

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

N M

O B

O N

E, F

(T T)

(P N

8, P N

2, P N

J O

G C

O A

R M

Y N

G U

(P R

, S

, P U

C H

R , V

C E

K D

T D

C:\Users\n0tamlt2\Desktop\PRJTC DETACHED FILES\CDC\PR-201901B2-DM-A-OBBA.rvt

6/11/2021 4:32:22 PM

/2 0 2

A-311

O N

R R

2E P2

-2

1B 2-

A-

N B

CDC

SCALE: 1/2" = 1'-0"1 WALL SECTION 1 2' 4' 6'

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

1 2

606 SF

TOILET/SHOWERS

A-301 A

S6D

WINDOWS OPENING

RE: WINDOW SCHEDULE

S3MS3M

S3M

S3MS3M

S3LS3LS3L

17' - 0"

8" 3'

3/ 4"

8" 3'

7/ 8"

8" 6'

5/ 8"

8" 3'

1" 3'

8" 3'

7/ 8"

8" 3'

7/ 8"

1' - 3 3/8" 8' - 1" 2' - 4" 3' - 7 5/8" 1' - 8"

5' - 0"

4" 3'

7/ 8"

5/ 8"

8" 3'

7/ 8"

F4 F2

S3M

8' - 4 5/8"

1/4"/ 1'-0"

1/ 4"

/ 1 '-0

4" / 1

'-0

F1 J

R3 F1

5 6 7

617 SF

LAUNDRY

1' - 8" 5' - 4" 9' - 0" 16' - 0"

4" 1'

3/ 8"

1' - 8" 3' - 4" 11' - 0" 16' - 0"

6" A.F.F. CURB

M8A

S6D

M8A

32' - 0"

ENTRANCE MAT

RE: SA-SERIES

GENERAL NOTES

1. REFER TO G-031 FOR ABBREVIATIONS AND TYPICAL

SYMBOLS.

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

ANALYSIS.

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

DRAWINGS.

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

5. REFER TO ELECTRICAL DRAWINGS FOR SCHEDULE AND

LOCATION OF LIGHTS AND SWITCHES.

6. REFER TO I-601 AND I-602 FOR FINISH SCHEDULES.

7. 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.

8. IN AREAS WHERE FLOOR DRAINS ARE INDICATED FLOOR

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

PLUMBING DRAWINGS FOR LOCATION OF FLOOR

DRAINS.

9. AT SEMI-RECESSED FIRE EXTINGUISHER CABINET

LOCATIONS PROVIDE 3 FT 6 IN (90MM) WALL TO

MAINTAIN FIRE SEPARATION RATING OF 30 MINUTES.

10. DIMENSIONS ARE TO STRUCTURAL COLUMN GRID, FACE

OF STRUCTURAL WALL, EDGE OF WINDOW OPENINGS,

AND TO HINGE SIDE OF DOOR OPENINGS.

11. REFER TO CIVIL…

This is the start of the file's text. The full file is on GovTribe.

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