W9128F24B0008_District Warehouse Roof Replacement Drawings.PDF

PDF 22 MB Posted Aug 29, 2024

Attached to: District Warehouse Roof Replacement Federal contract opportunity
Solicitation number: W9128F24B0008
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Aug 29, 2024

This document appears to be a set of drawings for a roof replacement project at a District Warehouse facility. The related federal contract opportunity is solicitation W9128F24B0008 issued by the Department of the Army Corps of Engineers Engineering District Omaha for the District Warehouse Roof Replacement. The project involves providing roofing assembly replacement and repairs to the existing MRPO Warehouse building. The solicitation, specifications, and drawings are provided as attachments. A site visit is scheduled for September 10, 2024. The solicitation includes details on the required products or services, response deadlines, and other key information necessary for interested contractors to submit a proposal.

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Other files for this federal contract opportunity

Other files attached to District Warehouse Roof Replacement, newest first.
File	Type	Posted
Abstract of Bids- W9128F24B0008_District Warehouse Roof Replacement - Revised.pdf	PDF	Oct 16, 2024
Abstract of Bids- W9128F24B0008_District Warehouse Roof Replacement.pdf	PDF	Oct 11, 2024
W9128F24B0008_District Warehouse Roof Replacement Solicititation Amd 0002.pdf	PDF	Oct 3, 2024
Bidder Inquiry Results (Reissued).pdf	PDF	Oct 3, 2024
Amd-0002_W9128F24B0008_Specifications(New and Revised and Reissued).pdf	PDF	Oct 3, 2024
Amd-0002_W9128F24B0008_Drawings (Reissued).pdf	PDF	Oct 3, 2024
Amd 0001 W9128F24B0008.pdf	PDF	Sep 27, 2024
Bidder Inquiry Results 9-24-24.pdf	PDF	Sep 27, 2024
W9128F24B0008_Site Visit.pdf	PDF	Sep 10, 2024
W9128F24B0008_District Warehouse Roof Replacement Solicititation.pdf	PDF	Aug 29, 2024
W9128F24B0008_District Warehouse Roof Replacement Specifications.pdf	PDF	Aug 29, 2024

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT WAREHOUSE

PHASE 1 - ROOF REPLACEMENT

07/15/2024

OMAHA DISTRICT

W9128F24B0008

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SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

ABBREVIATIONS

AREA

INLET

APPROX.

O D

V-

.d w g

C :\T

N W

1\ G

6E D

T\ D

O D

V-

W G

/1 6/

_N C

S_ 4_

M O

N O

G 6E

M T

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

R I R

P R

C T

E, N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

G-003

N P

W C

. D

R T

W C

. D

R T

INTERSTATE 80

INTERSTATE 680

INTERSTATE 480

INTERSTATE 29

OMAHA METRO

AREA

MISSOURI RIVER

INTERSTATE 680

DODGE PARK

PERSHING DRIVE

PROJECT LOCATION

INTERSTATE 29

AREA MAP

SCALE: N.T.S.J13

PROJECT LOCATION PLAN

SCALE: 1" = 150'A1

NORTH

150' 300'0

NORTHNORTH

TRAFFIC CONTROL NOTES

1. ACCESS BY PERSONNEL TO ALL BUILDINGS MAY BE REQUIRED AT ALL TIMES DURING

CONSTRUCTION.

2. ACCESS WILL BE ACCOMPLISHED BY USING THE NORTH, SOUTH, AND MAIN GATES, OR

A COMBINATION THEREOF FOR ENTRY AND EGRESS AS REQUIRED.

3. COORDINATE WITH THE CONTRACTING OFFICER OR REPRESENTATIVE TO

ACCOMPLISH ALL WORK WHILE PROVIDING REQUIRED ACCESS.

G D

BUILDING 51

BUILDING 50

BUILDING 19

NORTH GATE

LIMITED USE

ADMINISTRATION BUILDING

US COAST GUARD BUILDING

USCG GARAGE

WAREHOUSE BUILDING 55

BUILDING 49

SOUTH GATE

LIMITED USE

MAIN ENTRANCE

BOAT LAGOON

R I R

BOAT LAGOON

O O

I R

R I R

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text 24"

AutoCAD SHX Text

24IN CMP INVERT=986.17

AREA

INLET

APPROX.

O D

V-

.d w g

C :\T

N W

1\ G

6E D

T\ D

O D

V-

W G

/1 6/

_N C

S_ 4_

M O

N O

G 6E

M T

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

R I R

P R

C T

E, N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

G-004

W C

. D

R T

W C

. D

R T

NORTH

50' 100'0

US COAST GUARD BUILDING

USCG GARAGE

WAREHOUSE BUILDING 55

BUILDING 49

MAIN ENTRANCE

R I R

CONTRACTOR STAGING AREA

PROJECT STAGING AREAS

SCALE 1" = 50'

NOTES:

1. STORAGE OF ANY CONTENTS TEMPORARILY REMOVED

FROM THE BUILDING AS RESULT OF THE ROOFING

REPAIRS SHOULD BE COORDINATED WITH THE

CONSTRUCTION REPRESENTATIVE.

2. ALL ITEMS TO BE TEMPORARILY REMOVED FROM THE

BUILDING DURING ROOF RECONSTRUCTION ACTIVITIES

SHOULD BE STORED ON HARD, STABLE SURFACES SUCH

AS CONCRETE PAVEMENT, AND WILL REQUIRE COVERAGE

FROM WEATHER.

3. SHOULD ADDITIONAL CONTRACTOR STAGING OR

STORAGE SPACE BE NEEDED DURING CONSTRUCTION,

APPROVAL FROM AND COORDINATION WITH THE

CONSTRUCTION REPRESENTATIVE WILL BE REQUIRED.

4. ALL ASSOCIATED ROOFING CONSTRUCTION MATERIALS

OR STORAGE SHOULD BE STORED IN AN EASILY

ACCESSIBLE LOCATION FOR IMMEDIATE REMOVAL IN THE

EVENT OF A FLOOD EMERGENCY.

5. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL

OVERHEAD DOORS, PERSONNEL ACCESS ENTRANCES,

AND LOADING DOCK WITH ASSOCIATED DOORS AND

DRIVES THROUGHOUT THE DURATION OF THE CONTRACT.

COORDINATE WITH THE CONSTRUCTION

REPRESENTATIVE FOR ANY EXCEPTIONS WITH THE

REQUIREMENTS INDICATED IN CONTRACT DESIGN

DRAWINGS AND ASSOCIATED SPECIFICATIONS.

PORTION OF GOV/POV PARKING AREA TO

REMAIN ACCESSIBLE TO THE GOVERNMENT

CONTRACTOR TO AVOID ANY

OBSTRUCTION WITH ACTIVE LOADING DOCK

CONTRACTOR TO AVOID ANY

INTERFERENCE WITH EXISTING ANTENNA

GOVERNMENT DUMPSTER NOT TO BE USED BY THE

CONTRACTOR AND MUST REMAIN ACCESSIBLE AT

ALL TIMES FOR GOVERNMENT USE

GOV & POV PARKING LOT TO REMAIN

ACCESSIBLE TO THE GOVERNMENT

TRIM EXISTING TREES TO ELIMINATE CONTACT

WITH THE EXISTING BUILDING AND ROOF

LIMITS OF CONSTRUCTION

AutoCAD SHX Text

12"CMP

a a a

5 5

0.6 h

.6 h

.2 h

0.2 h

3 3

1' 1 21'12

COMPONENT AND CLADDING PRESSURES (psf)

EFFECTIVE

AREA (SQ FEET)

ROOF ZONES WALL ZONES

1 1' 3 4

+21 -54

+21 -35

+38 -40

+19 -35

+18 -35

+18 -31

+18 -27

+18 -38

+18 -42

+18 -45

+19 -47

+19 -52

+36 -39

+35 -38

+34 -36

+31 -35

+30 -33

+38 -47

+36 -45

+35 -42

+34 -38

+31 -36

+30 -33

+21 -69

+18 -47

+18 -52

+18 -59

+19 -59

+19 -65

+21 -91

+19 -82

+19 -71

+18 -65

+18 -57

+18 -47

PRESSURE NOTES:

1. h = EAVE HEIGHT= 22 ft

2. a = END ZONE WIDTH = 12.0 ft

3. POSITIVE PRESSURES ACT TOWARDS SURFACE

4. NEGATIVE PRESSURES ACT AWAY FROM SURFACE

5. VALUES SHOWN IN TABLE ARE ULTIMATE PER ASCE 7-16

COMPONENT AND CLADDING NOTES:

1. WIND PRESSURE SHOWN IN THE TABLE CORRESPOND TO THE WIND PRESSURE

DIAGRAM SHOWN. INTERPOLATING BETWEEN TRIBUTARY AREAS IS PERMITTED.

2. WIND PRESSURE SHOWN SHALL BE USED IN CONJUNCTION WITH LOAD

COMBINATIONS SPECIFIED IN SECTION 2.3 AND 2.4 OF ASCE 7-16.

3. ALL WIND LOADS WERE CALCULATED FROM ASCE 7-16 USING:

A. BASIC DESIGN WIND SPEED, 3-SECOND GUST, V 112 MPH

B. WIND EXPOSURE CATEGORY C

C. INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.55

4. POSITIVE NUMBERS ARE TOWARDS THE SURFACE AND NEGATIVE NUMBERS ARE

AWAY FROM THE SURFACE.

5. TRIBUTARY AREAS GREATER THAN 700 SF MAY BE DESIGNED USING THE MAIN WIND

FORCE RESISTING SYSTEM (MWFRS) PROVISIONS FROM ASCE 7-16, SECTION 30.2.3

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

E N

A M

A D

V E

R T

M E

N T

S-001

S T

A N

G S

E A

M M

E T

A L R

O O

G W

L O

A D

G R

A M

S A

N D

C O

M P

O N

E N

T A

N D

C L A

D D

N O

T E

S O

U R

I R

R P

R O

J E

C T

O F

E N

E B

R A

S K

O M

A H

A D

T C

A P

L A

V E

N U

E O

M A

H A

J M

L E

J M

L E

S D

E N

S D

E N

W F

P H

A S

E I

R O

O F

R E

P L A

C E

M E

N T

O D

-R

F -S

T R

U C

.r v t

1/16" = 1'-0"A2

COMPONENT AND CLADDING PRESSURES

1/16" = 1'-0"E2

COMPONENTS AND CLADDING NOTES

NOTES:

1. SEE SPECIFICATIONS 07 61 14.00 20 FOR STANDING SEAM METAL ROOFING REQUIREMENTS.

2. THE CONTRACTOR SHALL ENSURE THAT THE ROOFING SYSTEM DOES NOT EXCEED THE WEIGHT OF THE EXISTING ROOFING SYSTEM.

3. CONTRACTOR SHALL NOT DAMAGE EXISTING ROOF SUPPORTING MEMBERS INCLUDING SUBPURLIN/PURLINS. CONTRACTOR SHALL

BE RESPONSIBLE TO REPLACE ANY MEMBERS DAMAGED DURING REMOVAL AND INSTALLATION OF NEW SSMR SYSTEM.

4. SEE DEMO SPECIFICATION 02 41 00 FOR ADDITIONAL INSTRUCTIONS FOR REMOVAL OF EXISTING ROOF.

A B C D E F

101102

108109

119A

20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"

AREA A

AREA B

AREA C

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD110

C O

O R

N D

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"A1 COMPOSITE FIRST FLOOR DEMO

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

PLAN NORTH

GENERAL NOTES

1. SEE DRAWINGS A-111, A-112, AND A-113 FOR LARGER SCALE FLOOR PLANS.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

3. THE EXISTING BUILDING WILL REMAIN OCCUPIED AND OPERATIONAL AT ALL TIMES DURING THE ROOF DEMOLITION AND REPLACEMENT WORK AND FOR ALL OTHER WORK ASSOCIATED WITH THIS CONTRACT.

1" = 1'-0"B15 LEGEND

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

GENERAL DEMOLITION AND CONSTRUCTION ACTIVITY NOTES

1. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR EACH ROOM OR AREA WHERE

WORK WILL OCCUR AND TO MAINTAIN A SAFE CONDITION FOR THE BUILDING OCCUPANTS.

2. ALL EXISTING BUILDING ELEMENTS AND ALL BUILDING CONTENTS SHALL BE PROTECTED TO PREVENT DAMAGE THROUGHOUT THE DURATION OF THE CONTRACT WORK, SEE SPECIFICATION 01 12 00 AND 02 41 00.

3. EXISTING BUILDING ELEMENTS AND BUILDING CONTENTS DAMAGED AS A RESULT OF THE CONTRACT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPLACED OR REPAIRED, SEE ALSO

SPECIFICATION 01 12 00.

4. ALL INTERIOR AND EXTERIOR FIRE EXITS AND FIRE EXIT ACCESS THAT ARE AFFECTED BY THE DEMOLITION, NEW ROOF ASSEMBLY INSTALLATION, AND ALL WORK ASSOCIATED WITH THE CONTRACT SHALL BE MAINTAINED, KEPT OBSTRUCTION FREE, AND PROTECTED DURING THE WORK, SEE ALSO SPECIFICATION 01 12 00.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN INDEPENDENT THIRD PARTY SECURITY FIRM, SEE

SPECIFICATION 01 52 10.

CONSTRUCTION PHASING AND SEQUENCING

1. THE CONTRACTOR SHALL FOLLOW THE PHASING NUMBERING/ORDER FOR THE DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION AND CONSTRUCTION FOR INTERIOR AND EXTERIOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOT LEAVE ANY PORTIONS OF THE EXISTING BUILDING OR CONTENTS EXPOSED TO THE ELEMENTS OR EXTERIOR ENVIRONMENT DURING THE TIME WHEN CONSTRUCTION ACTIVITIES ARE NOT OCCURRING

UNLESS APPROVED BY THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL NOT START ON A SUBSEQUENT PHASE OF THE ROOF CONSTRUCTION UNTIL COMPLETING A PRIOR PHASE UNLESS APPROVED BY THE CONTRACTING OFFICER. THE EXISTING ROOF DEMOLITION, INTERIOR FABRIC LINER MEMBRANE INSTALLATION, AND NEW ROOF ASSEMBLY INSTALLATION SHALL START WITH PHASE 1 AND SPECIFICALLY ROOM 122. THIS PHASE SHALL BE COMPLETED AND TURNED OVER TO THE GOVERNMENT FOR USE AND ACCESS. ACCESS TO ROOM 122 SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT FOR GOVERNMENT ACCESS AND STORAGE OF MATERIAL. PHASE 2 WILL THEN BE COMPLETED BEFORE MOVING TO THE NEXT PHASE AND SUBSEQUENT PHASES SHALL FOLLOW IN THE ORDER INDICATED. PHASE 3 WILL FOLLOW AFTER THE COMPLETION OF PHASE 2 WITH PRIORITY BEING PLACED ON COMPLETING THE WORK

OVER ROOM 121 AND THEN 115.

3. THE EXISTING ROOF ASSEMBLY DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION SHALL FOLLOW THE PHASING INDICATED ON THIS DRAWING. COMPLETE ALL WORK IN THE ORDER INDICATED FOR THE DESIGNATED PHASE BEFORE MOVING TO THE NEXT DESIGNATED PHASE OF WORK UNLESS APPROVED BY THE CONTRACTING

OFFICER.

4. SEE THE MEZZANINE PLANS ON AD124, AD125, AND AD126 FOR AREAS OF THE ROOF REMOVAL AND REPLACEMENT THAT CORRESPOND TO THE AREAS IDENTIFIED ON DRAWINGS AD110 AND TO BE INCLUDED IN THE WORK PHASING

OVER THE MEZZANINE AREA.

5. DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS. IN ORDER TO CLOSELY COORDINATE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL PREPARE A WRITTEN AGENDA, PREPARE MEETING MINUTES, AND ATTEND COORDINATION MEETINGS THREE (3) TIME PER WEEK (EVERY MONDAY, WEDNESDAY, AND FRIDAY UNTIL CONTRACT COMPLETION) WITH THE CONTRACTING OFFICER AT WHICH TIME THE CONTRACTOR SHALL SUBMIT FOR COORDINATION AND APPROVAL, A PROPOSED DAILY WORK SCHEDULE FOR THE SUBSEQUENT TWO- WEEK PERIOD OR UPDATES TO THE SCHEDULED WORK PLAN. THE CONTRACTING OFFICER RESERVES THE RIGHT TO SCHEDULE MORE FREQUENT COORDINATION MEETINGS BASED ON THE AREA OF THE BUILDING BEING AFFECTED AND THE CONTRACTOR'S PROGRESS IN THE PHASES AND AREAS OF WORK DEFINED IN THE PHASING REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE A COPY OF MODIFICATIONS (MODS), SERIAL LETTERS, REQUESTS FOR INFORMATION (RFIS) AND ANY OTHER INFORMATION THAT IS REQUIRED IN THE MEETINGS AND RECORDED IN THE MINUTES OF THE MEETINGS. REQUIRED TEMPORARY UTILITY SERVICES, TIME AND DURATION OF INTERRUPTIONS, AND PROTECTION OF OCCUPANTS - BUILDING ACCESS - EGRESS, BUILDING CONTENTS, AND ADJOINING AREAS SHALL BE INCLUDED WITH THE CONTRACTOR'S PROPOSED 2-WEEK WORK SCHEDULE. AT THESE MEETINGS, THE CONTRACTOR SHALL ALSO SUBMIT A SCHEDULE OF PROPOSED DATES AND TIMES OF ALL PREPARATORY INSPECTIONS TO BE PERFORMED DURING THE NEXT 2 WEEKS. COORDINATION ACTION BY THE CONTRACTING OFFICER RELATIVE TO THESE SCHEDULES WILL BE ACCOMPLISHED AND ADJUSTED BASED ON THE PROGRESS OF THE WORK DURING THESE THREE WEEKLY MEETINGS. DAILY REPORTS SHALL BE COMPLETED AND

GIVEN TO THE CONTRACTING OFFICER OR REPRESENTATIVE WITHIN 24 HOURS OF THE WORK.

6. THE CONTRACTOR SHALL NOT REMOVE MORE OF THE EXISTING ROOF ASSEMBLY AND INSTALLATION OF THE NEW ASSOCIATED SEGMENT OF ROOF ASSEMBLY THAN CAN BE REINSTALLED OR MADE WEATHERTIGHT IN A SINGLE DAY.

IF THE AREA IDENTIFIED IN THE PHASING PLAN CANNOT BE MADE WEATHERTIGHT IN A SINGLE DAY, THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER TO ADJUST THE AREA OF SEQUENCING

ACCORDINGLY.

7. THE CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT AND THE CONTRACTING OFFICER FOR MOVING OF GOVERNMENT OWNED ITEMS AND EQUIPMENT ON THE WAREHOUSE FLOOR(S) AND IN THE MEZZANINES IN ORDER TO ALLOW CONTRACTOR ACCESS TO THE UNDERSIDE OF THE STRUCTURE FOR LIFTS, LADDERS, AND EQUIPMENT NECESSARY TO INSTALL SEGMENTS OF THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM. COORDINATION FOR MOVEMENT OF GOVERNMENT OWNED ITEMS OR EQUIPMENT IF REQUIRED SHALL OCCUR IN THE 3 WEEKLY MEETINGS BETWEEN THE CONTRACTOR AND THE CONTRACTING OFFICER. THE CONTRACTING OFFICER WILL COORDINATE WITH THE BUILDING TENANTS FOR SPECIFICS OF WHERE

THE CONTRACTOR WILL BE WORKING AND OF SCHEDULES.

8. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT A MINIMUM OF 10 WORKING DAYS NOTICE TO ENABLE ACCESS TO AND FOR THE GOVERNMENT TO MOVE ANY GOVERNMENT OWNED CONTENTS THAT ARE TO REMAIN IN THE BUILDING BUT THAT AREA REQUIRED TO BE MOVED FOR CONTRACTOR ACCESS TO INTERIOR BUILDING LOCATIONS. THIS INCLUDES THE VEHICLE BAYS AND THE WAREHOUSE SPACES. THIS NOTICE WILL ALSO ENABLE THE CONTRACTOR TO PLAN LOCATIONS OF AND ACCESS FOR EQUIPMENT OR MEANS AND METHODS FOR INTERIOR INSTALLATION OF THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM, FOR CONTRACTOR ACCESS IN THE AFFECTED PHASES OF THE WORK, AND FOR PROTECTION OF LOCATIONS REQUIRING GOVERNMENT PERSONNEL ACCESS AND MAINTAINING SAFE MEANS OF EGRESS. THE CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION REPRESENTATIVE FOR GOVERNMENT MOVEMENT OF GOVERNMENT

OWNED CONTENTS IF REQUIRED.

9. EXISTING HEAVY DUTY SHELVING WILL NOT BE MOVED, WILL REMAIN IN PLACE, AND THE CONTRACTOR SHALL WORK AROUND EXISTING ITEMS IN THE BUILDING TO INSTALL THE CONTINUOUS VAPOR RETARDER

MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM AND THE ROOFING ASSEMBLY.

10. THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM SHALL BE INSTALLED FROM THE INTERIOR AND CONTINUOUSLY SUPPORTED BY STRAPPING COMPATIBLE WITH THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM AND SECURED TO THE UNDERSIDE OF THE EXISTING ROOF PURLINS AND STRUCTURE AS STANDARD WITH THE MANUFACTURER.

11. FOR GOVERNMENT OWNED ITEMS THAT WILL NOT BE MOVED AND WILL REMAIN IN PLACE, INCLUDING BUT NOT LIMITED TO SHELVING UNITS, RACKS, CABINETS, WORK SURFACES, ETC., THE CONTRACTOR SHALL PROVIDE TARPS OR OTHER MEANS TO COMPLETELY COVER ALL THE ITEMS FOR PROTECTION FROM DUST, DEBRIS, AND TEMPORARY EXPOSURE TO THE EXTERIOR WHILE THE ROOF IS REMOVED AND UNTIL THE NEW ROOF ASSEMBLY IS

INSTALLED.

12. THE CONTRACTOR SHALL NOT REMOVE OR INSTALL ANY ROOF ASSEMBLY OR COMPONENTS IF THEIR IS A RISK OF ADVERSE WEATHER AND COORDINATION WITH THE CONTRACTING OFFICER SHALL OCCUR IN SUCH INSTANCE.

THE CONTRACTING OFFICER RESERVES THE RIGHT TO STOP CONSTRUCTION ACTIVITIES AND DIRECT THE CONTRACTOR TO PROVIDE WEATHERTIGHTNESS OF THE WORK IN PROGRESS IN THE EVENT OF FORECASTED

INCLEMENT WEATHER.

13. REMOVE RUBBISH AND DEBRIS FROM GOVERNMENT PROPERTY FROM DEMOLITION AND NEW CONSTRUCTION

ACTIVITIES DAILY. CONTRACTOR TO FURNISH WASTE CONTAINERS.

A B C D E F

119' - 7"

20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"

120' - 0"

AREA A

AREA B

CHAIN LINK FENCESHELVES

SHELVES

WOODEN BOXES

HESCO BASKETS

ARCHIVE STORAGE

SHELVES

BOXES

MISC ITEMS

MISC.

STORAGE

UNITS

USER DESKS

SHELVES

STORAGE CABINETSDESKS

SHELVES

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD111

O R

N D

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

DEMOLITION KEYNOTES

Key Name DESCRIPTION

1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS,

FASCIA, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR RETARDERS, TYP.

ASSESSORIES.

2 REPAIR HOLES AT FASCIA/METAL WALL PANEL WITH NEW PANEL, FASCIA AND

FLASHING AT THE ENTIRE BUILDING PERIMETER WHERE THE ROOF MEETS THE

METAL WALL PANELS.

1/8" = 1'-0"C1 FLOOR PLAN DEMO - AREA A

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

PLAN NORTH

GENERAL DEMOLITION NOTES

1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.

2. FURNITURE, EQUIPMENT, AND AREAS THAT ARE INDICATED TO HAVE STORAGE SHELVES,

STORAGE UNITS, PALLETS, AND OTHER ITEMS ARE FOR INFORMATION RELATIVE TO THE

PHASING PLANS OF THE ROOF DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION.

8'0 4' 16'

PHOTO K1

AD114

PHOTO E1

AD114

PHOTO E5

AD114

PHOTO K6

AD114

PHOTO K11

AD114

PHOTO K16

AD114

PHOTO A1

AD114

PHOTO A6

AD114

PHOTO A11

AD114

PHOTO A16

AD114

PHOTO E10

AD114

PHOTO E15

AD114

PHOTO J1

AD115

PHOTO J5

AD115

PHOTO J8

AD115

PHOTO J12

AD114

PHOTO J16

AD115

PHOTO D1

AD115

PHOTO D5

AD 115

PHOTO A1

AD115

PHOTO A5

AD115

PHOTO D8

AD115

PHOTO A10

AD115

PHOTO A14

AD115

PHOTO D12

AD115

PHOTO D16

AD115

PHOTO K1

AD116

PHOTO K6

AD116

PHOTO G16

AD116

PHOTO L16

AD119

PHOTO G1

AD119

PHOTO G6

AD119

Stream Gauging Storage

Vehicle Service Garage

Warehouse Office

EDH Workstation

Utility 119A

8" 2'

4" 2'

AREA A

AREA B

AREA C

USER STORAGE

AND WORK

BENCH

USER

LOCKERS

SHELVES

USER DESKS

SHELVES

CHAIN LINK FENCE

STORAGE CABINETSDESKS

SHELVES

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD112

O R

N D

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

DEMOLITION KEYNOTES

Key Name DESCRIPTION

1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS,

FASCIA, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR RETARDERS, TYP.

ASSESSORIES.

2 REPAIR HOLES AT FASCIA/METAL WALL PANEL WITH NEW PANEL, FASCIA AND

FLASHING AT THE ENTIRE BUILDING PERIMETER WHERE THE ROOF MEETS THE

METAL WALL PANELS.

1/8" = 1'-0"D1 FLOOR PLAN DEMO - AREA B

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

PLAN NORTH

GENERAL DEMOLITION NOTES

1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.

2. FURNITURE, EQUIPMENT, AND AREAS THAT ARE INDICATED TO HAVE STORAGE SHELVES,

STORAGE UNITS, PALLETS, AND OTHER ITEMS ARE FOR INFORMATION RELATIVE TO THE

PHASING PLANS OF THE ROOF DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION.

8'0 4' 16'

PHOTO K11

AD116

PHOTO K16

AD116

PHOTO G1

AD116 PHOTO G6

AD116

PHOTO G11

AD116

PHOTO C1

AD116

PHOTO C6

AD116

PHOTO C11

AD116

PHOTO C16

AD116

PHOTO K1

AD117

PHOTO K6

AD117

PHOTO K11

AD117

PHOTO A1

AD117

PHOTO A5

AD117

PHOTO A10

AD117

PHOTO A14

AD117

PHOTO K15

AD117

PHOTO L6

AD118

PHOTO L10

AD118

PHOTO L1

AD119

PHOTO G12

AD119

PHOTO C6

AD119

PHOTO C11

Vestibule

Corridor

Survey and Mapping

DRILLING

PRODUCTION

CENTER

Water Quality Lab

Corridor

Women

Men

Survery and Mapping Storage

Janitor

Stream Gauging Shop

Stream Gauging Workstation

Mechanical

Warehouse

AREA B

AREA C

DESK

SHELVES

STORAGE RACK

SHELVES

HESCO BASKET STACKS

SHELVES

HESCO BASKET STACKS

GEOTECH SAND

SHELVES

NOT FIXED METAL

OFFICE STORAGE UNITS

SHELVES

VERTICAL STORAGE UNITS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD113

O R

N D

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

DEMOLITION KEYNOTES

Key Name DESCRIPTION

1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS,

FASCIA, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR RETARDERS, TYP.

ASSESSORIES.

2 REPAIR HOLES AT FASCIA/METAL WALL PANEL WITH NEW PANEL, FASCIA AND

FLASHING AT THE ENTIRE BUILDING PERIMETER WHERE THE ROOF MEETS THE

METAL WALL PANELS.

1/8" = 1'-0"B1 FLOOR PLAN DEMO - AREA C KEYPLAN

AREA "A"

AREA "B"

AREA "C"

PLAN NORTH

GENERAL DEMOLITION NOTES

1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.

2. FURNITURE, EQUIPMENT, AND AREAS THAT ARE INDICATED TO HAVE STORAGE SHELVES,

STORAGE UNITS, PALLETS, AND OTHER ITEMS ARE FOR INFORMATION RELATIVE TO THE

PHASING PLANS OF THE ROOF DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION.

8'0 4' 16'

PHOTO G1

AD117

PHOTO G6

AD117

PHOTO A1

AD118

PHOTO L1

AD118

PHOTO L6

AD119

PHOTO L12

AD119

PHOTO G16

AD119

PHOTO C1

AD119

PHOTO C1

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD114

O R

N D

P H

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

E1 E5

K6 K11

K16

A1 A6 A11 A16

E10E15

GENERAL NOTES:

1. ALL IMAGE LOCATIONS ARE NOTED ON SHEETS ad111-AD113

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD115

O R

N D

P H

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

J1 J5 J8

J12 J16

D1 D5

A1 A5

A10 A14

D12 D16

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD116

O R

N D

P H

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

K1 K6 K11

K16

G1 G6 G11

G16

C1 C6 C11

C16

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD117

O R

N D

P H

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

K1 K6 K11

A5A1 A10 A14

K15G1 G6

1. ALL IMAGE LOCATIONS ARE NOTED ON SHEETS AD111-AD113

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD118

O R

N D

P H

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

L1 L6 L10

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD119

O R

N D

P H

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

L1 L6 L12 L16

G1 G6 G12 G16

C1 C6 C11 C16

A B C D E F

OPEN TO BELOW

20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD124

O M

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"C1 MEZZANINE PLAN DEMO - AREA A

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

8'0 4' 16'

PLAN NORTH

OPEN TO BELOW

WOODEN

PALLETS WITH

DESK

SURFACES

SHELVES

DESK AND

CHAIR

ZORINSKY

BUILDING

FURNITURE

SYSTEM

STORAGE

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD125

O M

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"B1 MEZZANINE PLAN DEMO - AREA B KEYPLAN

AREA "A"

AREA "B"

AREA "C"

52' - 0"

OPEN TO BELOW

TALL SHELVES

SHORT SHELVES

MISC.

EMERGENCY

MANAGEMENT

ITEMS

MAP STORAGE

UNITS

PALLET WITH

MAPSPALLET WITH

EMPTY SOIL

SAMPLE

STORAGE

VERTICAL

STORAGE

CABINET

MISC. STORAGE

UNITS AND

DISPLAYS

VERTICAL STORAGE UNITS

MAP STORAGE

UNITS

WOODEN

CABINETS

SHELVES

METAL STORAGE

CABINETS

MISC. BOXES

DISASSEMBLED

VERTICAL

STORAGE

UNITS

MISC. EMERGENCY

MANAGEMENT

STORAGE

OPEN TO BELOW

METAL MESH DIVIDER

MISC. EMERGENCY

MANAGEMENT

STORAGE

ZORINSKY BUILDING

FURNITURE SYSTEM

STORAGE

WOODEN PALLETS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD126

O M

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"A1 MEZZANINE PLAN DEMO - AREA C

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

A B C D E F

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

AD131

J16

AD131

DEMOLISHED REGION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD130

R O

O F

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"B1 ROOF PLAN DEMO

DEMO LEGEND

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

PLAN NORTH

GENERAL DEMOLITION NOTES

1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.

8'0 4' 16'

DEMOLITION KEYNOTES

Key Name DESCRIPTION

1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS,

FASCIA, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR RETARDERS, TYP.

ASSESSORIES.

2 REPAIR HOLES AT FASCIA/METAL WALL PANEL WITH NEW PANEL, FASCIA AND

FLASHING AT THE ENTIRE BUILDING PERIMETER WHERE THE ROOF MEETS THE

METAL WALL PANELS.

EXISTING METAL GUTTER

TO BE REMOVED

EXISTING EAVE FLASHING TO BE

REMOVED AND SCRAPPED OR NEW 24

GAGE CONTINUOUS PREFINISHED

SHEET METAL TO MATCH EXISTING AND

TO COMPLETELY SEAL OFF ALL GAPS

AND OPENINGS - SEE NEW DETAIL

EXISTING GIRT TO REMAIN

EXISTING INSULATED METAL WALL

PANEL/FASCIA TO BE REMOVED AND

REINSTALLED

EXISTING WIDE FLANGE

STEEL BEAM - SEE

STRUCT. DRAWINGS

EXISTING ANGLES TO

REMAIN, SEE STRUCT.

DRAWINGS

1' - 2"

WALL

EXISTING PANEL

LINTEL, BOLTED TO

STEEL CHANNEL

EXISTING STANDING SEAM

METAL ROOF TO BE

REMOVED AND SCRAPPED

EXISTING 6" PURLINS TO REMAIN

EXISTING INSULATION AND

VAPOR RETARDER MEMBRANE

TO BE REMOVED AND SCRAPPED

EXISTING METAL RAKE

TRIM TO BE REMOVED

AND SCRAPPED.

PROVIDE NEW 24 GAGE

CONTINUOUS

PREFINISHED SHEET

METAL

FASCIA/FLASHINGS TO

MATCH EXISTING AND

TO COMPLETELY SEAL

OFF ALL GAPS AND

OPENINGS - SEE NEW

DETAILS

EXISTING GIRT

TO REMAIN

EXISTING

INSULATED

METAL PANEL

TO REMAIN

EXISTING

PURLIN TO

REMAIN

EXISTING

INSULATION AN

VAPOR

RETARDER

MEMBRANE TO

BE REMOVED

AND SCRAPPED

EXISTING STANDING

SEAM METAL ROOF

TO BE REMOVED

AND SCRAPPED

EXISTING RIDGE CAP

TO BE REMOVED AND

SCRAPPED

EXISTING STANDING

SEAM METAL ROOF

TO BE REMOVED

AND SCRAPPED

EXISTING INSULATION AND

VAPOR RETARDER

MEMBRANE TO BE REMOVED

AND SCRAPPED

EXISTING PURLINS TO REMAIN

EXISTING RIGID

STRUCTURAL FRAME

TO REMAIN

EXISTING METAL GUTTER

TO BE REMOVED

EXISTING EAVE FLASHING TO BE

REMOVED AND SCRAPPED OR NEW 24

GAGE CONTINUOUS PREFINISHED

SHEET METAL TO MATCH EXISTING AND

TO COMPLETELY SEAL OFF ALL GAPS

AND OPENINGS - SEE NEW DETAIL

EXISTING GIRT TO REMAIN

EXISTING INSULATED METAL WALL

PANEL TO BE REMOVED AND

REINSTALLED

EXISTING ANGLES TO

REMAIN, SEE STRUCT.

DRAWINGS

1' - 2"

WALL

EXISTING STANDING SEAM

METAL ROOF TO BE

REMOVED AND SCRAPPED

EXISTING 6" PURLINS TO REMAIN

EXISTING INSULATION AND

VAPOR RETARDER MEMBRANE

TO BE REMOVED AND SCRAPPED

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

AD131

R O

O F

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 1'-0"J2 DEMO EAVE DETAIL @ OH DOOR

1" = 1'-0"J16 DEMO RAKE DETAIL

1" = 1'-0"J7 DEMO RIDGE DETAIL

1" = 1'-0"J1 DEMO EAVE DETAIL

101102

108109

119A

A B C D E F

20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"

AREA A

AREA B

AREA C

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-110

C O

O R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"A1 COMPOSITE FIRST FLOOR

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

PLAN NORTH

GENERAL NOTES

1. SEE DRAWINGS A-111, A-112, AND A-113 FOR LARGER SCALE FLOOR PLANS

A B C D E F

20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0"

AREA A

AREA B

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-111

R P

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1/8" = 1'-0"B2 FIRST FLOOR PLAN AREA A

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

8'0 4' 16'

GENERAL NOTES

1. ALL EXISTING ITEMS UNDERNEATH THE AREA OF THE ROOF BEING REMOVED TO BE PROTECTED

FROM ANY DEBRIS.

2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION

ACTIVITIES ARE COMPLETE.

PLAN NORTH

KEYNOTES

MARK DESCRIPTION

1 NEW ROOF ASSEMBLY - TYP.

Stream Gauging Storage

114 Vehicle Service Garage

Warehouse Office

EDH Workstation

Utility 119A

8" 4'

8" 3'

4" 8"

8" 2'

4" 2'

4" 6'

68' - 8 5/8" 19' - 10 3/8" 31' - 0"

6" 3'

AREA A

AREA B

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-112

R P

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1/8" = 1'-0"E2 FIRST FLOOR PLAN AREA B

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

8'0 4' 16'

GENERAL NOTES

1. ALL EXISTING ITEMS UNDERNEATH THE AREA OF THE ROOF BEING REMOVED TO BE PROTECTED

FROM ANY DEBRIS.

2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION

ACTIVITIES ARE COMPLETE.

PLAN NORTH

KEYNOTES

Vestibule

Corridor 102Corridor

Survey and Mapping

DRILLING

PRODUCTION

CENTER

Water Quality Lab

Corridor

Women

Men

Survery and Mapping Storage

Janitor

Stream Gauging Shop

Stream Gauging Workstation

Mechanical

Warehouse

3/ 8"

4" 4"

68' - 7 1/2" 19' - 11 1/2" 7' - 2" 1' - 0" 20' - 10"

19' - 2 3/8" 8" 7' - 2" 1' - 0" 21' - 6 7/8"

12' - 0 1/8" 3' - 4" 3' - 4"

1' - 0"

7' - 4 1/4" 1' - 0" 21' - 6 7/8"

10' - 0"8' - 8 3/8"

19' - 2 3/8"

Telecom 113A

AREA B

AREA C US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-113

R P

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1/8" = 1'-0"E2 FIRST FLOOR PLAN AREA C

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

8'0 4' 16'

GENERAL NOTES

1. ALL EXISTING ITEMS UNDERNEATH THE ROOF IN THE AREA BEING REMOVED AND REINSTALLED TO BE

PROTECTED FROM ANY DEBRIS.

2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION

ACTIVITIES ARE COMPLETE.

PLAN NORTH

KEYNOTES

A B C D E F

52' - 0"

OPEN TO BELOW

20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"

OPEN TO BELOW

WOODEN

PALLETS WITH

DESK

SURFACES

SHELVES

DESK AND

CHAIR

ZORINSKY

BUILDING

FURNITURE

SYSTEM

STORAGE

TALL SHELVES

SHORT SHELVES

MISC.

EMERGENCY

MANAGEMENT

ITEMS

MAP STORAGE

UNITS

PALLET WITH

MAPSPALLET WITH

EMPTY SOIL

SAMPLE

STORAGE

VERTICAL

STORAGE

CABINET

MISC. STORAGE

UNITS AND

DISPLAYS

VERTICAL STORAGE UNITS

MAP STORAGE

UNITS

WOODEN

CABINETS

SHELVES

METAL STORAGE

CABINETS

MISC. BOXES

DISASSEMBLED

VERTICAL

STORAGE

UNITS

MISC. EMERGENCY

MANAGEMENT

STORAGE

OPEN TO BELOW

METAL MESH DIVIDER

MISC. EMERGENCY

MANAGEMENT

STORAGE

ZORINSKY BUILDING

FURNITURE SYSTEM

STORAGE

WOODEN PALLETS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-120

C O

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"A1 COMPOSITE MEZZANINE FLOOR PLAN

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

PLAN NORTH

GENERAL NOTES

1. SEE DRAWINGS A-121, A-122, AND A-123 FOR LARGER SCALE FLOOR PLANS

A B C D E F

OPEN TO BELOW

20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-121

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"B1 MEZZANINE PLAN - AREA A

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

OPEN TO BELOW

WOODEN

PALLETS WITH

DESK

SURFACES

SHELVES

DESK AND

CHAIR

ZORINSKY

BUILDING

FURNITURE

SYSTEM

STORAGE

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-122

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"B1 MEZZANINE PLAN - AREA B KEYPLAN

AREA "A"

AREA "B"

AREA "C"

52' - 0"

OPEN TO BELOW

PALLET WITH

EMPTY SOIL

SAMPLE

STORAGE

VERTICAL

STORAGE

CABINET

VERTICAL STORAGE UNITS

MAP STORAGE

UNITS

WOODEN

CABINETS

SHELVES

METAL STORAGE

CABINETS

MISC. BOXES

DISASSEMBLED

VERTICAL

STORAGE

UNITS

MISC. EMERGENCY

MANAGEMENT

STORAGE

METAL MESH DIVIDER

MISC. EMERGENCY

MANAGEMENT

STORAGE

ZORINSKY BUILDING

FURNITURE SYSTEM

STORAGE

WOODEN PALLETS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

N U

A-123

A R

R I R

P R

C T

E, N

A D

A, N

M . B

O R

U P

O R

U P

I - R

O O

F R

O D

C H

.rv t

1" = 20'-0"B1 MEZZANINE PLAN - AREA C

KEYPLAN

AREA "A"

AREA "B"

AREA "C"

8'0 4' 16'

PLAN NORTH

GENERAL NOTES

1. ALL EXISTING DUCTWORK SHALL BE CLEANED

2. ALL MOLD…

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File details come from the government source that posted it. Updated Aug 29, 2024.