Ammendment_0002.pdf

SECTION 01 11 00 Page 1

WSMR FY20 Facility Maintenance and Repair Mult Buildings WS20FMR

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes repairs and renovations to facilities including roofs, HVAC, EMERGENCY lighting, electrical, and floor, door and window replacement, regulated material surveys and incidental related work.

a. B128 – Appendix A

1. Replace carpet throughout bedrooms with VCT flooring including new cove base and initial waxing; excluding bathrooms, hallways, common areas, or laundry rooms. Repair water damage including mold abatement. For bidding purposes, the contractor is to assume approximately 1,000 SF of mold abatement. Replace approximately 135 SF of damaged VCT in rooms identified in Appendix A.

2. Historical regulated material surveys are not available for Building 128. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied during work completion. Work shall occur in two phases. Contractor shall provide two weeks’ notice of anticipated start date for phase 1 to coordinate occupant move out of the west end of the building. Upon completion and acceptance of Phase 1, Government requires two weeks of transition time for occupant to move out of rooms on the east side of the building before the Contractor can proceed with Phase 2.

Contractor shall provide two weeks’ notice of anticipated acceptance of Phase 1 for coordination of occupant move out.

(AM0002)

b. B1646 – Appendix B

1. Install new condenser and ceiling mount air handlers for rooms 7, 8, 9 and 10 including demolition, ancillary work and equipment functional testing as shown in Appendix B. Provide as-built drawings in PDF and AutoCAD.

2. Historical regulated material surveys are not available for Building 1646. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied during work completion. Work shall be phased by each room to minimize disruptions to operations. Rooms will be vacated for 3 days at time, as needed, for work completion. When work is not occurring in a room it will be occupied. Furniture (desks, filing cabinets, bookshelves) and equipment (computers, monitors) will remain in the room and shall be protected from damage and dust. Contractor is responsible to move furniture as required for work completion and return it to the original location.

4. Contractor will be escorted during all work occurring at B1646.

Contractor shall provide two weeks’ notice of anticipated work for escort coordination. (AM0002)

SECTION 01 11 00 Page 2

c. B1649 – Appendix C

1. Remove and replace existing “EXIT” signs and install new emergency

“Exit” combo type signs with 2 lights, LED bulbs, and Red lettering as shown on the drawing. Install wall pack lights as shown in the drawings, including new conduit and wiring from power source to device as indicated in Appendix C.

2. Historical regulated material surveys are provided in Appendix K.

For bidding purposes contractor shall assume all walls and ceilings on the second floor contain lead and asbestos.

Historical records may not represent current conditions. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied during work completion. Work shall be completed in such a manner to allow exiting system to remain operational to the greatest extent possible.

4. Contractor will be escorted during all work occurring at B1649.

escort coordination.

d. B21140 – Appendix D

1. Remove and replace with new Built Up Roofing (BUR), evaporative coolers, and roof mounted lightning protection system components, including demolition, ancillary work and equipment functional testing. Provide as-built drawings in PDF and AutoCAD.

2. Historical regulated material surveys are not available for Building 21140. Existing roof system contains asbestos in the mastic. For bidding purposes the contractor is to assume all the mastic contains asbestos. Complete a regulated material survey of areas to be disturbed.

3. Contractor shall provide temporary heating or cooling during work completion.

4. Facility will be occupied during work completion.

e. B21234 – Appendix E

1. Replace HVAC, install UPS, install roof mounted searchlight and complete interior and exterior repairs and renovations as shown in Appendix E.

2. Historical regulated material surveys are not available for Building 21234. Complete a regulated material survey of areas to be disturbed.

3. Contractor will be escorted during all work occurring at B21234.

f. B21237 – OMA Funded – Appendix F

1. Replace sump pumps, replace HVAC system (interior and exterior), and refinish doors as shown in Appendix F. Temporary heating and cooling shall be required during replacement.

2. Historical regulated material surveys are not available for Building 21237. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied and Contractor will be escorted during all work occurring at B21237. Contractor shall provide two weeks’ notice of anticipated work for escort coordination.

g. B21237 – RD&T Funded - Appendix G

1. Install new card reader box and conduit, replace two bullet resistant doors, and remove obsolete equipment as shown in Appendix G. Government retains salvage rights on the removed equipment.

SECTION 01 11 00 Page 3

2. Historical regulated material surveys are not available for Building 21237. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied and Contractor will be escorted during all work occurring at B21237. Contractor shall provide two weeks’

h. B21240 – OMA Funded - Appendix H

1. Replace 3 ballistic windows, install gutter, replace flooring repair and paint interior and exterior as shown in Appendix H.

2. Historical regulated material surveys are not available for Building 21240. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied and Contractor will be escorted during all work occurring at B21240. Contractor shall provide two weeks’

i. B21240 – RD&T Funded - Appendix I

1. Replace exterior door, install aluminum wall panels, install two 2 ton split systems, install new card reader box and conduit as shown in Appendix I.

2. Historical regulated material surveys are not available for Building 21240. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied and Contractor will be escorted during all work occurring at B21240. Contractor shall provide two weeks’

j. B25900 – Appendix J

1. Remove and replace existing “EXIT” signs and install new emergency “Exit” combo type signs with 2 lights, LED bulbs, and Red lettering as shown on the drawing. Install wall pack lights as shown in the drawings, including new conduit and wiring from power source to device as indicated in drawing.

2. Historical regulated material surveys are provided in Appendix K.

Historical records may not represent current conditions. Complete a regulated material survey of areas to be disturbed.

3. Facility will be occupied during work completion. Work shall be completed in such a manner to allow exiting system to remain operational to the greatest extent possible.

4. Contractor will be escorted during all work occurring at B25900.

1.1.2 Location

The work is located at the White Sands Missile Range (WSMR), NM, approximately as indicated in Appendix A - J. The exact location will be shown by the Contracting Officer.

1.2 DEMOLITION

1.2.1 Any and all demolition shall be the responsibility of the Contractor.

The Contractor shall dispose of removed materials (excluding items specifically indicated for salvage to the Government) at an off-site location that has been permitted, by the jurisdiction having authority, to accept and dispose of the waste and debris.

1.2.2 To the extent possible scrap metal, including electrical wiring, shall

SECTION 01 11 00 Page 4 be disposed of at the WSMR Metal Scrap Yard (575-678-3160 or 575-640- 8522), located 3.5 miles east of Main Post. All glass shall be removed from metal windows and metal doors before transporting the scrap metal to the Metal Scrap Yard.

1.2.3 Regulated Material Survey. A regulated material survey has not been completed for all areas that may be disturbed during the project.

Available regulated material surveys and documentation are available at Appendix K. The Contractor shall perform hazardous building materials sampling of all building material suspected of being Asbestos Containing Material (ACM) or contain Lead based paint that may be disturbed during this project. Asbestos sampling shall be performed by an asbestos inspector that meets the requirements of the Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA). If hazardous building materials are present, the Contractor shall inform the KO. The contractor shall be responsible for abating all hazardous building materials in the work area. Abatement of hazardous building materials (including asbestos containing material (ACM), Lead based paint (LBP), or mold) shall take place prior to performing other work of this project. The Contractor shall be responsible to perform abatement and disposal of all hazardous building materials in accordance with all applicable laws, rules and regulations, and with the Section 02 82 00 ASBESTOS REMEDIATION and Section 02 84 00.00 44 REMOVAL, RECYCLING AND

DISPOSAL OF REGULATED MATERIALS.

1.3 PHOTOGRAHY

The Contractor or any of their subcontractors are prohibited from taking photographs of any type while on the installation. Failure to comply with this requirement will result in employee being barred from entering the installation. Photographs may be taken by the government COR and provided to the Contractor upon security review and approval.

1.4 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Contractor shall anticipate loss of one productive hour per day for facilities that require escorts during work execution.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

PART 2 PRODUCTS

SECTION 01 11 00 Page 5

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

APPENDIX B

(AM0002) NOT USED

Building 1646

CLIN 0003(AM0002)

APPENDIX C

Building 1649

CLIN (AM0002)

0003 & 0004 &

0005(AM0002)

APPENDIX D

Building 21140

CLIN (AM0002) 00005 & 0006

& 0007 (AM0002)

MH 20

M

3F

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300 KVAR

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3F

4#1/0 4#1/0

4#1/0 1#6C

2#6

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4#6 C

4#4 AL

1#6 C SL

1#6 AC

3F CF

100 AMP

SWITCH

C

AIR SWITCH

#58 600A

4#1/0 1#6 C

4#1/0

4#1/0

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3 50 3

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A L

C

3#6 AL

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4#2 AL

A L

C

A

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3 25 1 4#1

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4#4

3 37.5 1

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4#6 CU

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1 25 1

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OPEN

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3 37.5 1

449 448

4" C&WS

4" C&WS

2"

2"

1"

4" C&WS

4" C&WS

2"

1" 1

2"

1 1/4"

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C W S

C W S

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1"

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2"

2" C&WS

C W S

1 1/4" STEEL

1/2" P.E. 2" CASTING

1" C&WS

1" POLY SVC.

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1" POLY SVC.

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1" POLY SVC.

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4" POLY SVC.

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1 1/2"

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1"

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4" POLY MAIN

4" POLY

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1 1/2" POLY

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1" POLY SVC.

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SVC LINE

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1 1/4" P.E. 1 1/2"

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1 1/4"

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4" C&WS

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1 1/2"

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SVC.

LINE

2" POLY SVC.

LINE

2" POLY SVC.

LINE

1 1/4" POLY

SVC. LINE

2" Poly svc line

1" Poly svc line

P o l y s v c l i n e

P o l y s v c l i n e

P o l y s v c l i n e

1-1/4" Poly svc line

1" Poly svc line

1-1/4" Poly svc line

P o l y

M a i n l i n e

P o l y

M a i n l i n e

P o l y

M a i n l i n e

P o l y

M a i n l i n e

1-1/4" Poly svc line

1-1/4" Poly svc line

2" Poly svc line

1-1/4" Poly svc line

1-1/4" Poly svc lineMain line

16211

S

S

S-1744

S

W A S H

S

S-1753 S-1729

MATERIAL

S

S

S

S

S-1690

S

S-1523

S-1546

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S-1527

T-1625

S-1648

S

S

T

S-1783

S-1790

S-1850

S-1735

S-1766

S-1763

S

S-1734

S-1737

S-1748

S-1787 S-1786

S

S

N

S-1826

T-1834

POST

T-1835

S-1552

TELEPHONE

EXCHANGE

S-1538

1867-N

1870-N

N

N

S-1871

S-1780

S-1774

S

S

S

S

S

S

S

T-149

WAREHOUSE AREA

S-1795

S

174A

S-078B

S L A B

TEST

BUILDING

W A S H

KENNELS

A

B

21090

S-1731

S-1798

S-1728

S-1733

S-1727

S

S-1721

S-1767

S-1541

21125 21110

21120 21115

21080

V C

490'

MH 648

C 4209.41

SEE PLATE #32

FOR BUILDING

FOR BUILDING

SEE PLATE #32

C 4210.05

MH 647

INV 4212.42

8" V C

I N V

I N V

8" VC

V C

INV 4207.20

I N V

I N V

I N V

MH 646AS

C 4227.21

MH 645

C 4220.84

MH 646

8" VC

INV 4209.29

6"

INV 4217.66

V C

I N V

I N V

V C

I N V

V C

I N V

INV 4194.50

MH 679

C 4196.72

15" VCINV 4194.50

MH 678

C 4195.08

C 4205.00

MH 78

569'

V C

I N V

I N V

V C

INV 4197.38

I N V

FOR BUILDING

SEE PLATE #32

MH 649

C 4210.85

MH 658

C 4203.93

MH 659

C 4205.17

4"

C 4223.89

MH 638

I N V

I N V

4"

660'

267'

269'

INV 4185.24 INV 4184.29

INV 4181.04INV 4181.09 15" VC

INV 4176.84

INV 4176.68

15" VC

INV 4182.34 INV 4182.24

I N V

V C

I N V

4" VC

V C

I N V

V C

MH 79

C 4195.41

MH 690

C 4191.67

V C

I N V

I N V

V C

V C

MH 80A

6"INV 4190.78

V C

C 4191.14

MH 80

V C

C 4184.83

MH 81

I N V

I N V

MH 664

C 4213.19

I N V

I N V

MH 689

C 4196.34

V C

COS

S

CO

S

S

CO

CO

S

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CO

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CO

S

CO

S

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SAN MH

TOP=4240.93

INV=4230.46 (S)

INV=4230.46 (E)

SAN MH

TOP=4233.79

INV=4224.20 (E)

INV=4224.20 (W)

S S

S S

CO

CO

FH FH FH

FH

FH

FHFHFH

FH

FH

A C

C I

C I

6" AC

5-54

5-47

5-51

28-17

28-16

75-3

75-4

25-5

77-5

77-4

77-3

77-2

33-8

33-3

33-7

33-5

33-1

33-12

33-11

BREAK POINT

28-2

28-1

28-5

33-16

32-20

33-18

28-6

33-14

200501

R

G S

A C

6" AC

6" AC 6" AC

6" AC

A C

8" AC

A C

A C

A C

A C

6" AC

6" AC

8" AC

A C

8" AC

A C

A C

6" AC

6" AC

6" AC

A C

6" AC

8" AC

A C

A C

A C

A C

6" AC

A C

A C

8" AC

A C

6" AC

A C

A C

C I

A C

C I

6" AC 8" AC

A C

8" PVC8" AC

5-41

5-3

5-2

5-43

5-44

5-40 5-42

5-38

5-39

5-45

5-6

5-37 5-35

5-36

5-30

5-31

5-28

5-34

5-33

5-46

5-32

33-4

32-16

33-2

32-15

32-15

33-9 33-10

33-6

33-17

32-17

32-19

32-18

33-15

28-7

33-13

82-8

83-1

83-2

83-3

83-4

86-7

86-8

88-1

88-2

85-5

93-2

93-1

91-4

91-3

85-4

91-2

89-3

85-3

85-2

85-6

92-1

91-1

87-3

85-1

78-11

78-12

VALVE BOX

78-13

78-14

73-8

87-1

87-2

92-4

92-3

92-2

89-2

89-1

75-7

75-6

78-15 77-1

P V C

8" PVC

80-1

80-2

P V C

79-1

8" PVC

P V C

P V C

P V C

P V C1

A C

200504

6"

A C

5-27

P V C

73-6

73-7

A C

5-19

71-3

76-8

76-7

76-6

6" AC

V28-26

28-25

64-1

32-5

32-1 62-4

8" PVC

26-5

19-17

8" PVC

P V C

8" AC 53-23

VACUUM

BREAKER

VACUUM

6" AC

82-4

84-11

62-3

P V C

8" AC 62-2

62-1

VACUUM

BREAKER

8" AC

86-6

86-5

BACKFLOW PREV.

8" PVC

LAS CRUCES GATE ENTRANCE

HEADQUARTERS AVE.

NIKE AVE. PROJECT LOCATION

DESIGNED BY

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED BY

DRAWN BY

NO. DATE

WHITE SANDS MISSILE RANGE, N.M.

DRAWING NUMBER

DIRECTORATE OF PUBLIC WORKS

SCALE

SHEET

ENGINEERING DIVISION

OF

PLATE

DESCRIPTION

REVISIONS

APPROVEDBY

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

REPLACE ROOF AND EVAPORATIVE COOLERS OF B21140

ENGINEERING DIVISION

W H

I T E

S

AN

DS

MI SSI

L E

R A N G E

B I R T H P L A C E O F

AMERI CA'S MI SSI L

E S P A

C E A C T I V

I T Y

REPLACE ROOF AND EVAPORATIVE

COOLERS OF B21140

COVER SHEET/DRAWING INDEX

WS-WTD051410P-2020-G-000-01

DIRECTORATE OF PUBLIC WORKS

LUCAS M. JAQUES LUCAS M. JAQUES

XX

LUCIANO RIGALES

RAFAEL ACOSTA

SAMUEL MORRIS

XX NOT TO SCALE

CONCURRENCES

Note: Signatures affixed on this sheet indicate official recommendation and approval of all the drawings in this set as indexed on this sheet

Safety

Security

Department

Environmental

Force Protection

Management

Maintenance

Customer 1

Customer 2

DPW

Information

Anti-Terrorism

Fire

Physical

Garrison

Operations &

D E S I G N

R E V I E W

DRAWING # TITLE

WS-WTD051410P-2020-G-000-01 COVERSHEET / INDEX SHEET

WS-WTD051410P-2020-RF-100-02 BUILDING 21140 TOP ROOF VIEW

WS-WTD051410P-2020-RF-100-03 ROOFING DETAIL

WS-WTD051410P-2020-M-100-04 DUCTING LAYOUT

WS-WTD051410P-2020-M-100-05 HVAC UNIT DETAILS

APPENDIX D-1

148'-2" i-----------------------125'-6" ---------------------i

LEVEL

·· ·•l---1 _H v_____,,I 0

I CJ :

= = DDER ACCESS TO LEVEL 2

= .. LEVEL 2 ...

c:::

c:::

c:::

c:::

c:::

c:::

c:::

c::: • c:::

c:::

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u u � u u

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· . tt----+----+--+---+---+--+---+----+--t---+----+-------<t---+----+-------<--+-----ff

.. lf---+---+-+---+----+--l---+----+--1---+----+------ll---+----+------l--+-----ff

I=

I=

I=

I=

I=

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_J ADDER ACCESS TO LEVEL 1

'1---, _ ___,, DDER ACCESS FROM GROUND LEVEL TO CATWALK

u u u u u u u u u u u u u U U U U\__U U U

BUILDING

SCALE: 178"

21140 ROOF TOP LAYOUT

= 1 '-o''·---------------

LEGEND

EXISTING HVAC UNIT

EXISTING ROOF VENT

EXISTING EQUIPMENT STANDS

EXISTING OPERATIONAL HVAC

EQUIPMENT

EXISTING VENT PIPES

EXISTING LARGE VENT PIPE

LADDER ACCESS

PEA GRAVEL SURFACE

GENERAL NOTES #

1. EXISTING BUILT UP ROOFING SYSTEM IS

TO BE REMOVED ALL THE WAY DOWN TO

BARE CONCRETE DECK FOR BOTH LEVELS

1 AND 2.

2. ONCE CONCRETE DECKING IS EXPOSED

CONTRACTOR IS TO MAKE SURE ENTIRE

SURFACE IS CLEAN AND IS PREPARED

BY ADDRESSING ALL ROOF

PENETRATIONS IN PREPARATION OF NEW

BUILT UP ROOFING SYSTEM.

3. ALL VENTS AND OTHER EQUIPMENT

IDENTIFIED SHALL REMAIN IN PLACE

AND SHALL NOT BE DISTURBED EXCEPT

IF SPECIFIED.

4. OLD EQUIPMENT STANDS LOCATED ON

FIRST LEVEL NEED TO BE REMOVED.

AFTER REMOVAL BARE SURFACE NEEDS

TO BE PREPARED TO ALLOW PROPER

DRAINAGE TOWARDS EAST SIDE OF THE

FACILITY .

5. THERE ARE ONLY TWO LADDER ACCESS

POINTS ONE FOR EACH LEVEL AS

SHOWN IN DRAWING. FOR THE SECOND

LEVEL DUE TO THE OVERALL HEIGHT

THERE IS A SAFETY CONCERN,

CONTRACTOR IS TO TAKE ALL SAFETY

PRECAUTIONS WHILE WORK IS

COMMENCING ON SECOND LEVEL.

6. REMOVE ROOF MOUNTED LIGHTNING

PROTECTION SYSTEM COMPONENTS TO

THE POINT OF EACH DOWN CONDUCTOR.

EXISTING DOWN CONDUCTORS TO REMAIN

FOR TIE-IN OF NEW ROOF MOUNTED

COMPONENTS.

7. ROOF MASTIC CONTAINS ASBESTOS.

COMPLETE A REGULATED MATERIAL

SURVEY FOR ALL AREAS TO BE DISTRUBED.

[y] fJC rlATF

F!E/1'.3 ;·�•-:;

WHllE SANDS MISSILE RANGE. N.M.

DIRECTORAlE OF PUBLIC WORKS

ENGINEERING DIVISION

DR/-.sXN OY I

)[SIGN[: JV

_vCf..S I/. �A:JUES LJCAS �1. J,'.;QUC:S

CHl:.CKI:_� tlY xx

SIJ□ f/lTTCD

LU::::IAJJC RICA [S

f<.".-Af-1 A::oc: .A.

cl--11',l�CH CHI:.-

APPRCv::c xx '.iC,\11

REPLACE ROOF AND EVAPORATIVE

COOLERS OF B21140

BUILDING 21140 ROOF TOP LAYOUT

WS-WfD051410P-2020-RF-100-02 02

APPENDIX D-1

b JUN 2020 ADDED INFORMATION FOR LPS DEMOLITION

CONCRETE DECK

POLYISOCYANURATE, WOOD FIBERBOARD, ATTACHMENT: HOT

GLASS FELT, SURFACE: RIVER GRAVEL

ASPHALT LAYER

GRANULE SURFACE, HOT MOPPED

GLASS FELT, SURFACE: RIVER GRAVEL

GLASS FELT, SURFACE: RIVER GRAVEL

GLASS FELT, SURFACE: RIVER GRAVEL

ASPHALT LAYER

ASPHALT LAYER

ASPHALT LAYER

ASPHALT LAYER

ASPHALT LAYER

ASPHALT LAYER

POLYISOCYANURATE, WOOD FIBERBOARD, ATTACHMENT: HOT

TYPICAL ROOF DETAIL

SCALE: NONE

GENERAL NOTES #

1. CONTRACTOR IS TO REMOVE ALL EXISTING

ROOFING MATERIALS DOWN TO EXISTING

CONCRETE DECK, INCLUDING FLASHING, METAL

EDGINGS, DRAIN LEADS, PIPE BOOTS, PITCH

POCKETS, EXISTING ROOFING SYSTEM MAY

CONTAIN ASBESTOS.

2. WORK TO ALSO INCLUDE SURFACE PREPARATION

OF BARE CONCRETE DECK AND ALL ROOFING

PENETRATIONS.

3. CONTRACTOR IS TO PROVIDE ALL LABOR,

EQUIPMENT AND MATERIAL TO INSTALL NEW BUILT

UP ROOFING SYSTEM. INSTALL NEW ROOFING

SYSTEM WITH TAPERED AND/OR BOARD

INSULATION.

4. CONTRACTOR IS TO RE-INSTALL ALL EXISTING

GUTTERS AND DOWNSPOUTS REMOVED DURING

CONSTRUCTION.

5. INSTALL NEW COUNTER FLASHING PITCH PANS,

AND ANCHORING TO NEW ROOF SYSTEM.

6. RE-INSTALL ALL EXISTING ROOF TOP EQUIPMENT

EXCLUDING HVAC UNITS. THIS INCLUDES ROOF

DRAINS ECT.

7. INSTALLATION OF NEW BUILT UP ROOFING SYSTEM

SHALL FOLLOW COMMON ROOF INSTALLATION

PRACTICE. AND SHALL FOLLOW MANUFACTURES

RECOMMENDATIONS FOR INSTALLATION.

8. LIGHTNING PROTECTION SYSTEM SHALL BE

REPLACED AND SHALL BE UL CERTIFIED TO MEET

CURRENT STANDARDS AND SHALL BE INSTALLED

BY A LICENSED PROFESSIONAL.

ASPHALT LAYER

VAPOR BARRIER

DESIGNED BY

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED BY

DRAWN BY

NO. DATE

WHITE SANDS MISSILE RANGE, N.M.

DRAWING NUMBER

DIRECTORATE OF PUBLIC WORKS

SCALE

SHEET

ENGINEERING DIVISION

OF

PLATE

DESCRIPTION

REVISIONS

APPROVEDBY

REPLACE ROOF AND EVAPORATIVE

COOLERS OF B21140

TYPICAL ROOFING DETAIL

WS-WTD051410P-2020-RF-100-03

DIRECTORATE OF PUBLIC WORKS

LUCAS M. JAQUES LUCAS M. JAQUES

XX

LUCIANO RIGALES

RAFAEL ACOSTA

SAMUEL MORRIS

XX NOT TO SCALE

D E S I G N

R E V I E W

APPENDIX D-1

INSTALL NEW LIGHTNING PROTECTION SYSTEM ROOF

MOUNTED COMPONENTS MEETING NFPA 70, NFPA 780,

UL 96 AND SECTION 26 41 00 LIGHTNING PROTECTION

SYSTEM. TIE-IN AT EXISTING DOWN CONDUCTORS.

b JUN 2020 ADDED INFORMATION FOR LPS INSTALLATION

. 4 •• . ..

. .d.".

4 •

. . 4 ·.

MULTI-DIRECTIONAL DIFFUSER

GENERAL NOTES #

1. EXISTING DUCT IS TO BE REPLACED WITH

SIMILAR DESIGN AS SHOWN HERE IN THE

EXISTING HVAC DUCT PENETRATIONS.

2. ALL NEW DUCTING SHALL BE 32"X32" ANY

AND ALL ROOF PENETRATIONS SHALL BE

SEALED ACCORDING TO COMMON ROOF

PRACTICE.

3. EACH OPENING IN DUCTING SYSTEM SHALL

ALSO HAVE MULTI-DIRECTIONAL

DIFFUSER. NEW DIFFUSERS SHALL BE A

FOUR-WAY ADJUSTABLE CURVED BLADE

DIFFUSER FOR EACH OPENING. BASIS OF

DESIGN SHOEMAKER MANUFACTURING

MODEL CB4O.

4. COORDINATION WITH BUILDING OCCUPANTS

WILL BE NECESSARY AS SEVERAL DUCTING

SYSTEMS ARE LOCATED IN WORK AND

ENTRANCE AREAS OF THE FACILITY.

1.1 . . �-. 4 . ·a . .

. . .4 . ., . . .

,. .4 ".' ·•

. . . ·a· . .,_

EXISTING HVAC DUCT PENETRATIONS

SCALE: NONE

::! "4• .. •

! -�·· . 4 ., . . .

. . · .I .

4 ·•

. .d.,·_ .

MULTI-DIRECTIONAL DIFFUSER

. 4

<I � • 4

. 4· ..

. . . 4 ·.

4:

1.1 . . �- . 4

. ' ",.d . ., .• ..

. . fll 4 .•

. .. ·a·. •·

.. 4 ..

. . . .' 4

32"X32" DUCTING

ULTI-DIRECTIONAL DIFFUSER

LOCATED ON BOTH SIDES OF DUCTING

ULTI-DIRECTIONAL DIFFUSER

l)fC;CRll'I :m

WHITE SANDS MISSILE RANGE. N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

CHt.CK:_J 8Y

REPLACE ROOF AND EVAPORATIVE

xx

�,,-,.,-= ---- COOLERS OF B21140

EXISTING HVAC DUCT PENETRATIONS

RECO\H,IE\JC:C

APPR:J\!EJ I 'I A. If

SAlvUEL '·1IC's'slS

WS-WTD05141 0P-2020-M-1 00-04 04

xx l�CT TC s::;:\L =-

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90<?'00090<?'-Q- Q-�,Q-<!'Q-�,Q-�Q-<!',Q-�Q-�,Q-<!'0�J

FRONT

HVAC UNIT DESIGN

DATA

HORSE POWER 2

Fan RPM 592

MOTOR VOLTAGE 480

MOTOR PHASE 3

PUMP

VOLTAGE/AMPS 120/3.4

MOTOR AMP 2.9

CFM @ STATIC

PRESSURE 0.01

16,200

GENERAL NOTES #

1. ALL SIX HVAC UNITS ARE TO BE

REMOVED AND REPLACED THIS ALSO

INCLUDES ALL FLASHING AROUND EACH

UNIT .

2. HVAC UNITS SHALL MEET OR EXCEED

HVAC UNIT DESIGN DATA TABLE. BASIS

OF DESIGN PHOENXI MANUFACTURING

MODEL RF4224.

3. CONTRACTOR IS TO INSTALL NEW WIRING

FOR HVAC UNITS AND SHALL USE

EXISTING 15 CIRCUIT BREAKER FOR EACH

EVAPORATIVE COOLER AND THE NEMA 3R

DISCONNECT SWITCH WITH 15 AMP FUSES

THREE SHALL BE USED. NEW WIRE SHALL

BE INSTALLED AND SHALL BE #14 AWG,

COPPER STRANDED, THHN 600V RATED.

GROUND WIRE SHALL ALSO BE #14 AWG

CONTRACTOR IS TO USE EXISTING

CONDUIT.

4. ALL EXTERNAL WIRING AND AND

EQUIPMENT COMPONENTS SUCH AS

DISCONNECTS, MOTOR STARTERS, AND

OVER CURRENT PROTECTION DEVICES

SHALL BE SUPPLIED BY CONTRACTOR.

5. A SEPARATE 120 VOLT, 60 HERTZ,

SINGLE PHASE, GFCI PROTECTED PUMP

CIRCUIT IS REQUIRED TO MAINTAIN THE

UL LISTING OF THE EVAP. COOLER. PUMP

CAPACITY IS TAKING IN ACCOUNT TWO

PUMPS PER UNIT.

�IC. U,\I :_

R[VIS J\S

3Y

WHllE SANDS MISSILE RANGE. N.M.

DIRECTORAlE OF PUBLIC WORKS

ENGINEERING DIVISION

UkA'i'.'r1 l:JY I

J:_SIG\J:_ _ _:. :CY

-"2AS f✓. ,_IAQLl[S Ll.,CAS f,1. ,_l,'-QU=S xx

:-;u--Jf1111 c ;

REPLACE ROOF AND EVAPORATIVE

COOLERS OF B21140

I LJC I.AW; --il(;A f-';

r'RJ,C:CT f/,.;,�JAGE'<

BR/>JJCH CHIE=-

'.-;t,vUf- fl'.)kklC;

::HH, - r<; Nf-- k N<; 1:, v1s1c r

D.ATE

xx

HVAC UNIT SPECIFICATIONS

PL.ATE

WS-WTD051410P-2020-M-100-05 05

VlT TC) SCt,.1 I

Building:

Last Replacement:Occupancy:

21140 - TEMP TEST CHAMBER

4/28/2003WSMR

Sec Name:

Original Construction: 1/1/1984Area:

A

12,325 (SF)

Layout:

Parapet: Roof Edge:

Exp. Joint:

Adj. Wall:

Area Div.: Other:

315 (LF) 0 (LF)

148 (LF) 0 (LF)

0 (LF)

0 (LF)

Access: EXTERNAL LADDER: Permanent

Structural Frame:

Roof Deck:

Vapor Retarder:

Drainage:

Slope:

UNKNOWN

CONCRETE STD: Precast 1/4 in 12

SCUPPERS W/LEADERS & DOWNSPOUT

NONE

Structure:

Roof Category: Membrane

PLUMBING VENT, PITCH PAN, ROOF PENETRATION, EXPANSION JOINT: Flexible Cover, WALL/PARAPET, EQUIPMENT SUPPORT: Curbs

AGG: River Gravel

Description:

Protected Mem.:

Attachment:

METAL

NONE

Flashing Adhesive:

Types:

Walkways:

BUR: Asphalt

Spec. No.:

MOD BIT: Granule Surface

Reinforcement:

Type:

B.U.(HOT/COLD): Glass Felt

No

Surfacing:

ERSL W/=10+

ERSL W/O=10+

Base Flashing:

Counterflashing:

HOT MOPPED

Membrane Mfg:

UNKNOWN

Comments:

Thickness:

POLYISOCYANURATE, WOOD FIBERBOARD

Tapered:2Layers:

ADHESIVE - HOT

Types:

Attachment:

R-Value:

4.00 (IN)

Membrane:

Insulation:

No

Flashing:

Roof Section Inventory Report

White Sands Missile Range (35995) Unassigned

Page 1 of 5February 21, 2020

APPENDIX D-2

21140 - TEMP TEST CHAMBER

4/28/2003WSMR

Sec Name:

Original Construction: 1/1/1984Area:

B

1,162 (SF)

Layout:

Parapet: Roof Edge:

Exp. Joint:

Adj. Wall:

Area Div.: Other:

69 (LF) 0 (LF)

28 (LF) 0 (LF)

42 (LF)

0 (LF)

Access: EXTERNAL LADDER: Permanent

Structural Frame:

Roof Deck:

Vapor Retarder:

Drainage:

Slope:

UNKNOWN

CONCRETE STD: Precast 1/4 in 12

SCUPPERS W/LEADERS & DOWNSPOUT

NONE

Structure:

Roof Category: Membrane

WALL/PARAPET, EQUIPMENT SUPPORT: Curbs, PLUMBING VENT, EXPANSION JOINT: Flexible Cover

AGG: River Gravel

Description:

Protected Mem.:

Attachment:

METAL

NONE

Flashing Adhesive:

Types:

Walkways:

BUR: Asphalt

Spec. No.:

MOD BIT: Granule Surface

Reinforcement:

Type:

B.U.(HOT/COLD): Glass Felt

No

Surfacing:

ERSL W/=10+

ERSL W/O=10+

Base Flashing:

Counterflashing:

HOT MOPPED

Membrane Mfg:

UNKNOWN

Comments:

Thickness:

POLYISOCYANURATE, WOOD FIBERBOARD

Tapered:2Layers:

ADHESIVE - HOT

Types:

Attachment:

R-Value:

4.00 (IN)

Membrane:

Insulation:

No

Flashing:

Roof Section Inventory Report

White Sands Missile Range (35995) Unassigned

Page 2 of 5February 21, 2020

21140 - TEMP TEST CHAMBER

4/28/2003WSMR

Sec Name:

Original Construction: 1/1/1984Area:

C

4,441 (SF)

Layout:

Parapet: Roof Edge:

Exp. Joint:

Adj. Wall:

Area Div.: Other:

297 (LF) 0 (LF)

0 (LF) 0 (LF)

0 (LF)

0 (LF)

Access: EXTERNAL LADDER: Permanent

Structural Frame:

Roof Deck:

Vapor Retarder:

Drainage:

Slope:

UNKNOWN

CONCRETE STD: Precast 1/4 in 12

SCUPPERS

NONE

Structure:

Roof Category: Membrane

WALL/PARAPET, EQUIPMENT SUPPORT: Curbs, EQUIPMENT SUPPORT: None (unflashed), PITCH PAN

AGG: River Gravel

Description:

Protected Mem.:

Attachment:

METAL

NONE

Flashing Adhesive:

Types:

Walkways:

BUR: Asphalt

Spec. No.:

MOD BIT: Granule Surface

Reinforcement:

Type:

B.U.(HOT/COLD): Glass Felt

No

Surfacing:

ERSL W/=10+

ERSL W/O=10+

Base Flashing:

Counterflashing:

HOT MOPPED

Membrane Mfg:

UNKNOWN

Comments:

Thickness:

WOOD FIBERBOARD, POLYISOCYANURATE

Tapered:2Layers:

ADHESIVE - HOT

Types:

Attachment:

R-Value:

4.00 (IN)

Membrane:

Insulation:

No

Flashing:

Roof Section Inventory Report

White Sands Missile Range (35995) Unassigned

Page 3 of 5February 21, 2020

21140 - TEMP TEST CHAMBER

4/28/2003WSMR

Sec Name:

Original Construction: 1/1/1984Area:

D

498 (SF)

Layout:

Parapet: Roof Edge:

Exp. Joint:

Adj. Wall:

Area Div.: Other:

53 (LF) 0 (LF)

12 (LF) 0 (LF)

42 (LF)

0 (LF)

Access: EXTERNAL LADDER: Permanent

Structural Frame:

Roof Deck:

Vapor Retarder:

Drainage:

Slope:

UNKNOWN

CONCRETE STD: Precast 1/4 in 12

SCUPPERS W/LEADERS & DOWNSPOUT

NONE

Structure:

Roof Category: Membrane

WALL/PARAPET, EXPANSION JOINT: Flexible Cover, PIPE SUPPORTS: Wood Blocks, PITCH PAN

AGG: River Gravel

Description:

Protected Mem.:

Attachment:

METAL

NONE

Flashing Adhesive:

Types:

Walkways:

BUR: Asphalt

Spec. No.:

MOD BIT: Granule Surface

Reinforcement:

Type:

B.U.(HOT/COLD): Glass Felt

No

Surfacing:

ERSL W/=10+

ERSL W/O=10+

Base Flashing:

Counterflashing:

HOT MOPPED

Membrane Mfg:

UNKNOWN

Comments:

Thickness:

WOOD FIBERBOARD, POLYISOCYANURATE

Tapered:2Layers:

ADHESIVE - HOT

Types:

Attachment:

R-Value:

4.00 (IN)

Membrane:

Insulation:

No

Flashing:

Roof Section Inventory Report

White Sands Missile Range (35995) Unassigned

Page 4 of 5February 21, 2020

Roof Section Inventory Report

White Sands Missile Range (35995) Unassigned

Selection Criteria

Sort Criteria

Section Name Last Replacement Built Date Deck Type Roof Slope Section Area Membrane Attachment Facility Class Insulation Type Roof Type

All All All All All All All All All All

Section Name - Ascending

Page 5 of 5February 21, 2020

APPENDIX E

BUILDING 21234

CLIN (AM0002)

0008(AM0002)

APPENDIX F

BUILDING 21237

CLIN (AM0002)

0008 0009

(AM0002)

APPENDIX G

BUILDING 21237

CLIN (AM0002)

0010(AM0002)

APPENDIX H

Building 21240

CLIN (AM0002)

0011(AM0002)

APPENDIX I

Building 21240

CLIN (AM0002)

0012(AM0002)

APPENDIX J

Building 25900

CLIN (AM0002)

0013(AM0002)