Amendment_0001_Enclosure_N4008518B6126.pdf

PDF 5 MB Posted Mar 30, 2018

Attached to: Project 170011, Interior and Exterior Repairs, BEQ FC515, MCB Camp Lejeune, NC
Solicitation number: N4008518B6126
Issued by: Department of the Navy Naval Facilities Engineering Command

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Project # 17-0011 Interior & Exterior Repairs at BEQ FC515 Amendment Summary

ARCHITECTURAL

1. Specification Section 08 33 23 Overhead Coiling Door

a. Paragraph 2.2.1.4 Omit requirement for vision panels.

b. Paragraph 2.2.1.7 calls for both slide bolt locks and cylinder locks. Omit requirement for cylinder lock and provide slide bolt for locking by padlock.

2. Specification 09 30 10 Ceramic, Quarry and Glass Tile paragraph 3.3: Omit TCNA method W222;

substitute method W223 thin set.

3. Sheet A-406 detail 6 Typical Sleeping Room Exterior Elevation – Rake out existing backer rod and sealant and replace with new backer rod and sealant.

4. Drawing A-404, details 1 & 2, 2nd & 3rd Floor Core Reflected Ceiling Plans have 5 each per floor square symbols in the sheetrock ceilings. These symbols are access panels to serve the volume dampers for the ductwork above. Specification section 05 50 13, paragraph 2.3 requires access doors with a minimum size of 14 by 20 inches. Provide 14”x20” access panels per the specifications in quantities required to access all balancing and controls mechanisms.

5. The asbestos report included in the specifications does not identify ACM in showers. Destructive testing was not performed. Include abatement of shower waterproofing membrane as specified and shown on the drawings. Requirement is based on past experience in similar BEQ projects.

6. Existing roof leaders shall be demolished complete from roof to grade within the chase and capped at First Floor slab. Patch abandoned roof and floor penetrations with concrete fill.

7. Fall protection: Provide a cable lifeline system structural fall restraint and fall arrest system capable of withstanding loads and stresses within limits and under conditions specified in OSHA and other applicable safety codes. Provide fall protection anchors permanently attached to roof structure. Provide cable lifeline system to allow continuous travel past intermediate anchors.

Design Requirements: Anchors and accessories comprising system of following types:

a. Roof anchors, spaced as indicated by manufacturer, for safety snap connection by individual workers capable of withstanding a safety factor of 2 meeting the requirements of OSHA

1926.502(d)(8).

b. Continuous stainless steel cable lifeline restrained by swaged terminations at anchor points, suitable for multiple safety snap connections along cable between anchors.

c. Tensioning system.

d. Pass-thru technology allowing cable shuttle to run freely past intermediate anchors without the need to disconnect from the fall protection system.

Shop Drawings: Show layout, profiles, and anchorage details. Shop drawings & calculations to be stamped by a Professional Engineer.

The general contractor shall ensure that the fall protection manufacturer and the truss manufacturer coordinate connection locations, details, and loads to be resisted by the trusses, etc.

Acceptable manufacturers who provide OSHA compliant fall protection systems include but are not limited to:

Guardian Fall Protection

Peak Fall Protection, Inc.

Diversified Fall Protection

Flexible Lifeline Systems

Honeywell Miller

8. Concrete walkway repairs are included in the plans and specifications. Additional concrete walkway repairs as follows:

At locations specified with R2, are railing spall areas greater than 100 square inches and often occur in combination with top (T2), edge (E2), and bottom (B2) of the concrete plank. At locations specified with E1, there are small round breakouts with exposed rebar ends in need of patching. At locations specified with E2, spalls occur where corroding rebar has caused broken concrete at the edge of the plank (spalls are linear and documented in linear feet). Edge spalls shall be patched with epoxy grout. At locations specified with T1, the precast lifting anchor plugs that have been grouted are either damaged or have been dislodged and need to be repaired or replaced. At locations specified with T2, spall repair is required where larger areas of spalling have occurred. At locations specified with B2, spall repair is required where larger areas of spalling have occurred.

Legend Description Quantity

R1 Railing Sleeve-Repair 0

R2 Railing Sleeve-Replace 1

RR Railing Sleeve-Spall at Recent Repair 0

E1 Edge-Exposed Rebar end 14

E2 Edge-Spall per Linear Foot 53

ER Edge-Spall at Recent Repair 0

T1 Top-Anchor Hole Fill 8

T2 Top-Spall per Square Foot 3

T3 Top-Crack per Linear Foot 0

TR Top-Spall at Recent Repair 0

B1 Bottom-Exposed Rebar End 3

B2 Bottom-Spall per Square Foot 1

BR Bottom-Spall at Recent Repair 0

O1 Outrigger-Exposed Rebar End 4

O2 Outrigger-Spall Patch 16

O3 Outrigger-Spall Repair 0

OR Outrigger-Spall at Recent Repair 1

P1 Plank Replacement 0

S1 Sealant Replacement per Linear Foot 2000

G1 Replace PC Concrete Guardrail 16

Use the above table in conjunction with the attached second and third deck sketch.

MECHANICAL

1. Revised MI101 Dehumidification Mode sequence of operation, change all ‘SUPPLY’ to ‘RETURN’.

Also provided updated ERV controls with exhaust air flow monitoring station.

2. Revised M-503 and P-502 Add valve ahead of expansion tank per mark-up.

3. Note 1 under the Core Air Handling Unit schedule on M-601 specifies direct drive plenum fans with variable speed fans. This applies to the core air handler fan motors 1C, 2C, and 3C. This does not apply to sleeping room air handler fan motors.

4. Specification section 23 73 33, paragraph 2.4.4 applies to the direct buried chilled water piping.

Chilled water supply and return piping is to be insulated per this section.

5. Provide and install factory installed pre-insulated piping for domestic hot water supply and domestic hot water return piping. Bid per the following specifications:

For buried domestic hot water supply and return piping provide expansion loops and expansion bends (Z- and L- type) factory fabricated of casing, insulation, and carrier piping identical to that furnished for straight runs. Properly design expansion loops and bends in accordance with the allowable stress limits indicated in ASME B31.1 for the type of pipe used, and size to accommodate pipe movement. Ship expansion loops and bends to the jobsite in the maximum size sections feasible to minimize the number of field joints. Make field joints in straight runs of the expansion loops and bends, keeping the number to a minimum. For steel pipe, cold springing is not allowed when sizing the expansion loops and bends. Cold spring piping one-half the calculated maximum operational expansion during field assembly is allowed. Stresses shall be less than the maximum allowable stress from the ASME B31.1. Submit pipe-stress and system-expansion calculations for each expansion compensation elbow using a finite element computer generated 3-dimensional analysis, not later than 14 days after notice to proceed.

Demonstrate with calculations that pipe stresses from temperature changes are within the allowable requirements in ASME B31.1 and that the anchors and the guides will withstand the resultant forces. Detailed design layout drawings shall include all analysis node points. As a minimum, computer analysis results shall include node stresses, forces, moments and displacements. Calculations shall be stamped by a registered Professional Engineer in the employ of the UHDS manufacturer. Detailed design layout drawings and stress and anchor force calculations shall be provided for all loops and bends. Locations of all anchors, guides and supports shall be shown. The calculations shall be based on design characteristics (pressures and temperatures) specified for both the supply and return lines.

Provide buried preinsulated water piping in conduit complete and ready for operation. Install in accordance with fabricator's published literature. Provide copper tubing for carrier piping; carrier piping sizes larger than 4 inches may be steel piping. Minimum depth of cover shall be 2 feet.

a. Factory-applied insulation: Provide polyurethane or polyisocyanate insulation, rated for not less than

250 degrees F service, completely filling the space between carrier pipe and conduit.

b. Factory-applied conduit: Provide each section of carrier pipe with insulation and conduit complete with waterproof conduit caps at both ends. Mark each section of conduit with fabricator's name, product identification, and publications to which the items conform. Provide same type of insulation and conduit material over field-insulated joints and fittings; provide waterproof shrink sleeves over field-insulated joints to overlap not less than 6 inches of each conduit section.

c. Bedding: Accurately grade trench bedding with minimum of 6 inches of sand. Backfill sand to minimum of 6 inches above and below conduit. Lay bedding to firmly support conduit along entire length.

d. Buried utility warning tape: Provide detectable tape for warning of buried piping.

ELECTRICAL

1. Sheet E-401, Enlarged First Floor Electrical New Work Plan 1: Extend circuit M1-9 to room 134 to power DDC controls for AHU-1C.

Sheet E-402, Enlarged Second Floor Electrical New Work Plan 1: Extend circuit M2-9 to room 234 to power DDC controls for AHU-2C.

Sheet E-402, Enlarged Third Floor Electrical New Work Plan 2: Extend circuit M3-9 to room 334 to power DDC controls for AHU-3C.

2. ES101 General Note 2, change room 219 to 239 for telecommunications room number.

3. ES101 General Note 2 and New Work Keynote 6, telecommunications manhole identifier is

MHFC408.

4. Provide quad data/telephone in first floor offices per revised E-401.

5. Add one quad data/telephone outlet in vestibule on second deck and one quad data/telephone outlet in third deck room 339 per revised E-402.

6. Change wireless access points from two to four CAT6 cables on sheet E-001 legend.

7. On sheet E-001, for the first two receptacle symbols in legend, receptacles shall be duplex type.

8. Provide three-way switching for fixtures C and D within sleeping rooms.

9. Sheet E-604, detail 2: Remove #1/0G from feeder from service transformer to panel ‘H1’.

10. Sheet E-501: Fixture type ‘G’ shall be 16watt, 3500K, LED, 120-277volt, with LED emergency battery backup. Fixture shall be high abuse with pearlescent lens and 10 year warranty.

11. Reference Specification 23 73 33 HEATING, VENTILATING, AND COOLING SYSTEMS, paragraph

1.3 SUBMITTALS. Submit Equipment Layout Drawings for ALL mechanical spaces.

12. Reference Specification 23 07 00 INSULATION OF MECHANICAL SYSTEMS, paragraph 2.2.1 Duct

Insulation in Concealed Spaces, Mechanical Rooms, and Attics: Minimum blanket insulation thickness is 1” for ductwork in concealed spaces.

13. Reference Specification 23 07 00 INSULATION OF MECHANICAL SYSTEMS, Table 1 Piping

Insulation Wall Thickness: Minimum insulation thickness for HHW piping concealed within sleep room soffits is 1”.

14. Reference Specification 08 71 00 DOOR HARDWARE. Door closers shall be Series CO2000 door closers with arms for interior mount.

15. Omit two (2) courses of CMU at closet wall above doors, down to 7’-4” high. See Detail 12/A-

406.

16. Access panel in sleeping room soffits shall be 42”x48”. Provide 11-gauge suspension wires at the four (4) corners.

17. Layout sleeping room soffit framing members perpendicular to the chase to provide space between framing members for perpendicular pipe and conduit to run between framing.

18. E-501 On lighting fixture schedule, change type ‘G’ fixture to LED type, Pearlescent lens, Dark

Bronze finish, 16 watt 3500K LED, multi-volt, with LED emergency battery backup. Basis of design is ‘Kenall S711D-P-DB-16L35K-DV-LEL-SA’.

19. Add one type ‘Y’ emergency fixture in each mechanical room by the entrance door.

20. CS101 – Reference electrical plan ES101 for modification in BEQ primary routing between transformer and BEQ mechanical room. Modification does not affect civil site design.

21. Contractor to provide and install a dedicated 20A, 120VAC circuit, including 20A circuit breaker, 3/4" EMT conduit, #12 conductors and duplex receptacle, for the refrigerator/microwave combo unit. Provide the dedicated circuit breaker in the power panels associated with the respective sleeping room. Circuit breaker to match type and KAIC rating of other 20A circuit breakers.

Location of the duplex receptacle shall be at end of the closets on the main wall. Exact location to be field determined.

22. Sheet A-406 TOILET ACCESSORY SCHEDULE: Tag TA-9 shall be SOLID SURFACE SHOWER SHELF. See specification 06 61 16.

23. AD103 – Omit all Furniture Notes on this sheet. The contractor shall dispose of case goods to include beds, secretaries, and nightstands at the Treatment and Processing Lot (T&P) on Piney

Green Road. The contractor shall dispose of mattresses, carpets, drapes, and mirrors at a permitted off-site solid waste landfill. Contractor shall return the rolling chairs, comforters, refrigerators, and microwaves to Base Property located at buildings 1212/1301. Office/Lounge furniture will be removed by the occupants prior to construction.

EXISTING

PRECAST

PARAPET

EXIST CONC. OUTRIGGER

1"± GAP MIN.

EXISTING CONC.

ROOF BEAM

EXISTING 6"

CORESLAB WITH 2"

CONC. TOPPING

SEE DETAIL 5/S-501

(TYP. U.N.O.)

MECH DUCT OPENING IN CMU WALL. 1 LARGE OPENING

MAY BE PROVIDED (SEE DETAILS 2 AND 4 THIS SHEET)

OR 2 SMALL OPENINGS (SEE DETAIL 5 THIS SHEET)

NEW PRE-ENGINEERED

METAL TRUSS. SEE

S-301 FOR MORE

INFORMATION

SEE S-101 FOR CATWALK

SYSTEM (NOT SHOWN)

SEE DETAIL 6/S-501

EXISTING 6" CMU

CHASE WALL

EXISTING PRECAST

WALKWAY

3'-4" 1'-0"

EXISTING MASONRY WALL.

1/2"

1'-2" 15'-9 3/8" 5'-9"

4'-8"

EXISTING CONC.

OUTRIGGER BEAM

(NO LOAD APPLIED IN THIS AREA)

5'-5" MIN. BETWEEN TRUSS LEGS

S-303

1/2"x7"xCONT. STEEL PLATE TOP (1/4" BOTTOM)

METAL STUDS, GYPSUM BOARD, AND FOAM TO INFILL

REMAINING OPENING. SEE ARCH. FOR MORE DETAILS

3/8"x6"x15.25" INTERMEDIATE STEEL PLATE

SUPPORTS SPACED AS SHOWN

WELD L3x3x3/16x5" LONG

IN THE 4 CORNERS OF

THE STEEL SLEEVE

NEW MECH.

DUCTWORK

EXISTING CMU

BOND BEAM

EXISTING 6" CORE

SLAB W/ 2" TOPPING

EXISTING 6" CMU

CHASE WALL

SEE ARCH FOR

SOFFIT DETAILS

1/2"x7"xCONT. STEEL PLATE TOP (1/4" BOTTOM)

FOAM TO INFILL REMAINING OPENING.

SEE ARCH. FOR MORE DETAILS

1/4"x7"x15.25" STEEL

PLATE SUPPORTS

SPACED AS SHOWNWELD L3x3x3/16x5" LONG

IN THE 4 CORNERS OF

THE STEEL SLEEVE

NEW MECH.

DUCTWORK

EXISTING CMU

BOND BEAM

EXISTING 6" CORE

SLAB W/ 2" TOPPING

EXISTING 6" CMU

CHASE WALL

SEE ARCH FOR

SOFFIT DETAILS

26" MAX.

AS REQ'D

FOR DUCT.

26" MAX.

AS REQ'D

FOR DUCT.

8" CMU INTERIOR

SLEEP ROOM WALL

1/4"x7"x15.25" STEEL

PLATE SUPPORT

SPACED AS SHOWN

1/4"x7"x15.25" STEEL

PLATE SUPPORT

SPACED AS SHOWN

1/2"x7"xCONT. STEEL PLATE TOP (1/4" BOTTOM)

METAL STUDS, GYPSUM BOARD, FOAM TO INFILL

REMAINING OPENING. SEE ARCH. FOR MORE DETAILS

3/8"x6"x15.25" INTERMEDIATE STEEL

PLATE SUPPORTS SPACED AS SHOWN

WELD L3x3x3/16x4" LONG

IN THE 4 CORNERS OF

THE STEEL SLEEVE

NEW MECH.

DUCTWORK

EXISTING

CONRETE BEAM

EXISTING 6" CORE

SLAB W/ 2" TOPPING

EXISTING 6" CMU

CHASE WALL

SEE ARCH FOR

SOFFIT DETAILS

26" MAX.

AS REQ'D

FOR DUCT. 12" O.C. MAX.

26" MAX.

AS REQ'D

FOR DUCT.

5'-4 1/4" ± OPENING

MECH DRAWINGS

2'-6 3/4" ±

COORD. W/

CUT EXISTING CONC.

BEAM AND REBAR TO

LEAST EXTENTS

POSSIBLE 3

S-303

Sim

1/2" THICK STEEL PLATE TOP (TYP.)

1/4" THICK STEEL PLATE

SIDES & BOTTOM

3/8"x6"x15.25" INTERMEDIATE

STEEL PLATE SUPPORT

WELD L3x3x3/16x5" LONG IN THE 4

CORNERS OF THE STEEL SLEEVE (ALL

ANGLES NOT SHOWN FOR CLARITY)

1/4"Ø HOLES FOR 3/16"x4" TAPCON

CONCRETE SCREWS INTO EXISTING

CONCRETE CEILING/BEAMS AND CMU

BOND BEAMS. (4 MIN. IN TOP PLATE. 2 IN

EACH VERTICAL PLATE ADJACENT TO

WALL)

1/4" 4"

TYP. ALL

PLATES &

ANGLES

1/4" 4"

TYP. ALL

PLATES &

ANGLES

TH A

REQUIR

12" O .C

MAX.

26" C

LEAR

MAX.

AT CONTRACTOR'S OPTION, THE 26"

CLEAR MAY BE REDUCED FOR SMALLER

DUCT SIZES. WIDTH = DUCT SIZE + 4"

038868

H CAROL IN

R A D L E Y W. M I N

FESS I ONA

SEAL

N G

I N E E

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

C. HANLEY

C. GREER

B. MINOR

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

MECHANICAL OPENING SECTIONS AND

DETAILS

S-303

21 15528 JULY 2017

60020383

15153I

N40085-17-B-0011

05-17-0011

GENERAL NOTES:

1. ALL EXISTING CONDITIONS AND STRUCTURAL MEMBERS SPECIFIED

PER ORIGINAL DESIGN DOCUMENTS AND NON-DESTRUCTIVE SITE

INVESTIGATIONS. GENERAL CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS PRIOR TO

CONSTRUCTION/DEMOLITION.

SCALE: 3/4" = 1'-0"

S-103

SECTION AT TYPICAL INTERIOR SUITE

SEPARATION OR MECHANICAL ROOM WALL

SCALE: 3/4"=1'-0"

12 2

GRAPHIC SCALE

SCALE: 3/4" = 1'-0"

S-303

SECTION

SCALE: 3/4" = 1'-0"

S-303

DETAIL

SCALE: 3/4" = 1'-0"5

DETAIL WITH 2 SMALL OPENINGS

SCALE: 3/4" = 1'-0"

S-303

DETAIL

SCALE: NOT TO SCALE6

CMU WALL PENETRATION

SYM. DATE DESCRIPTION

2 01/24/18 BID CLARIFICATION

A-406

2'-4"

2'-8"

A-406

10 8

A-406 3

A-406

8" 3'-4" 8" 3'-4" 8" 2'-8"

A-501

REFRIDGERATOR/

MIRCOWAVE

A31

A-406

SHELF AND ROD,

SEE DRAWING 1

& 2 ON A-504

FOR DETAILS

ADJUSTABLE

HARDWOOD

PLYWOOD

SHELVING, SEE

DETAILS 1 & 2 ON

A-504 FOR

DETAILS

SEALANT BOTH SIDES ALL

AROUND CLOSET TO PROVIDE

AIR TIGHT PLENUM

A-406

TA-10

TA-1

TA-9

TA-8

TA-9

TA-10

TA-2

TA-2 TA-2TA-2

TA-8 TA-8

SUPPLY GRILLE

FIRE ALARM

TA-4

RETURN GRILLE

21" X 12"

ACCESS PANEL

3'-6"

TA-5

MECHANICAL

PLENUM

RACK OUT EXISTING SEALANT

AND BACKER ROD AND REPLACE

WITH NEW BACKER ROD AND

SEALANT

MECHANICAL

PLENUM

R E G

RED ARCH

E C T

N O R

T H

C A R O L

I N A

WOBAN

W CN,

K J. SMITH

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

P. HARRIS

M. SMITH

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

ENLARGED SLEEPING ROOM ELEVATIONS &

DETAILS

A-406

51 15528 JULY 2017

60020413

15153I

N40085-17-B-0011

05-17-0011

TOILET ACCESSORY SCHEDULE

TAG DESCRIPTION

TA-1 TOILET TISSUE DISPENSER

TA-2 TOWEL BAR

TA-3 WALL MOUNTED MIRROR 24" X 42"

TA-4 WALL MOUNTED MIRROR 30" X 30"

TA-5 DOOR MOUNTED MIRROR 16" X 60" 1/4" MAX THICK

TA-6 SOAP DISPENSER

TA-7 ELECTRIC HAND DRYER

TA-8 DOUBLE ROBE HOOK (4) PER SLEEPING ROOM

TA-9

TA-10 SHOWER ROD AND CURTAIN WITH HOOKS

1 2 42

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

GRAPHIC SCALE

NEW WORK KEYNOTES:

NO. DESCRIPTION

A1 DOOR AND FRAME. SEE DOOR SCHEDULE FOR DETAILS.

A2 WINDOW AND FRAME. SEE WINDOW SECHDEUDLE FOR

DETAILS.

A31 4" CONCRETE MASONRY WALL A.F.F. TO THE UNDERSIDE OF

STRUCTURE. PROVIDE OPENINGS FOR FIXTURES,

COORDINATE WITH MECHANICAL AND PLUMBING FOR

OPENING LOCATIONS.

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

A-405

TYPICAL SLEEPING ROOM

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

A-406

CLOSET SECTION

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

A-406

CLOSET SECTION

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

A-406

TYPICAL BATHROOM - NORTH

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

A-406

TYPICAL BATHROOM - EAST

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

A-406

TYPICAL BATHROOM - SOUTH

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

A-406

TYPICAL BATHROOM - WEST

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

A-406

TYPICAL SLEEPING ROOM - NORTH

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

A-406

TYPICAL SLEEPING ROOM - EAST

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

A-406

TYPICAL SLEEPING ROOM - SOUTH

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

A-406

TYPICAL SLEEPING ROOM - EXTERIOR

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

A-406

TYPICAL SLEEPING ROOM - WEST

REVISIONS

SYM. DESCRIPTION DATE APPROVED

1 BID AMENDMENTS 17-08-28 M. SMITH

PD401

PD404

DP13

DP04

SEE SHEET MS101

FOR CONTINUATION

DP04

SEE SHEET MS101

FOR CONTINUATION

DP14

PD402

PD404

PD403

DP14 DP14

PD402

PD404

DP14 DP14

32273

H CAROL IN

FESS I ONA

SEAL

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I N E E

P A

C . M A H A F

F E

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

N. BOSTIC

J. PARENT

P. MAHAFFEY

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

PLUMBING DEMOLITION PLANS

PD101

72 15528 JULY 2017

60020434

15153I

N40085-17-B-0011

05-17-0011

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

FIRST FLOOR DEMOLITION PLAN

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

SECOND FLOOR DEMOLITION PLAN

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

THIRD FLOOR DEMOLITION PLAN

PLAN NORTH

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

816 16

GRAPHIC SCALE

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DP04 DEMOLISH AND REMOVE EXISTING WALL

FAUCET. SUPPLY PIPING TO REMAIN FOR

REUSE IN NEW WORK.

DP13 DEMOLISH AND REMOVE EXISTING SANITARY

PIPING RUNNING THROUGH FIRST FLOOR

CHASE. BRANCH PIPING TO BE REUSED.

DP14 DEMOLISH AND REMOVE EXISTING ROOF DRAIN

PIPING LOCATED WITHIN THE CHASE. PATCH

ABANDONED PENETRATION WITH PERMANENT

FORMWORK AND CONCRETE FULL DEPTH OF

FLOOR.

GENERAL DEMOLITION NOTES:

1. LOCATIONS OF EQUIPMENT, PIPING, ETC. IS

DIAGRAMMATIC ONLY AND IS NOT INTENDED TO

SHOW EXACT LOCATION.

2. WHERE EQUIPMENT OR PIPING IS REMOVED AND

NOT REPLACED, PATCH AND FINISH AREAS TO

MATCH ADJACENT SURFACES.

2 2

4" MINIMUM FLOOR SINK

BUILDING FLOOR

UL/FM

APPROVED OS&Y

FLANGED END

GATE VALVE

(OPEN LEFT)

AIR GAP

FUNNEL

DRAIN LINE

INSECT SCREEN

LFLOW

FROM

METER

RPZ DEVICE

UL/FM

APPROVED OS&Y

FLANGED END

GATE VALVE

(OPEN LEFT)

PIPE WITH SOLID

FLANGED END

PIPE WITH SOLID

FLANGED END

DIMENSIONS:

"A" = 30" MINIMUM FOR

ABOVE GRADE

INSTALLATIONS OR 60"

MINIMUM FOR BELOW

GRADE INSTALLATIONS.

"B" = 2" MINIMUM OR TWO

TIMES THE RPZ

DISCHARGE OPENING.

GAS REGULATOR

MANUAL GAS SHUTOFF VALVE

UNION (FOR

SERVICING)

EQUIPMENT

INLET

GAS SUPPLY INLET

TEE FITTING

SEDIMENT TRAP PER IFGC

3" MINIMUM

4" CONCRETE PAD

FINISHED GRADE

TO BUILDING SUPPLY

PLUG VALVE

PLUGGED TEE W/BUSHING AND 3/8"

PLUG

INSULATING UNION

ANODELESS RISER

GAS PRESSURE

REGULATOR

GAS METER

MAGNETIC WARNING AND

IDENTIFICATION TAPE

POLYETHYLENE PIPING

TEE W/BUSHING

AND 3/8" PLUG

PLUG VALVE

BY CONTRACTORBY PIEDMONT

GAS

NOTE: TOTAL GAS SERVICE 3495 MBH

QUARTER TURN EMERGENCY

SHUT OFF VALVE

STRAINER

REDUCING TEE

1/2" SHUT-OFF COCK

PRESSURE GAGE

UNION

RCP-1

PRESSURE GAGE

1/4" SHUT-OFF COCK

REDUCING TEE

CHECK VALVEUNION

MOTOR

GATE VALVE

MANUAL IN-LINE FLOW

METER AND BALANCING

VALVE SET AT

SCHEDULED FLOW RATE

NOTE: DDC SHALL CONTROL BASED ON OCCUPANCY; SEE SHEET MI110.

ALUMINUM PIPE JACKETING

PIPE INSULATION

WEATHERTIGHT

SEALANT

SLEEVE

CONCRETE SLAB

COMPACTED

SUBGRADE

METAL SKIRTING

SECURE SKIRTING

TO SLEEVE

PIPE

NOTE: ELECTRICAL BONDING AND GROUNDING SHALL BE PROVIDED IAW NFPA 70.

GWH-X

COLD

WATER

HEAT

TRAP

28" DROP

RETURN

FLOW

RCP-1

RECIRCULATED

TEMPERED WATER

TEMPERED

WATER FLOW

SET AT 120°F

CHECK VALVE

(TYP.)

BALANCING

VALVE (TYP.)

MIXING VALVE (MV-1)

DHW

SUPPLY TO

BUILDING

FROM BFP

AND

WATER

METER

EXPANSION

TANK

BALL VALVE

(TYP.)

VACUUM

RELIEF

VALVE

COMBINED

CIRCUIT

SETTER AND

T&P PORTS

EXPANSION

TANK

NOTE:

1. ALL RECIRCULATION PIPING ARRANGEMENT AND COMPONENTS

SHALL BE PER THE MIXING VALVE MANUFACTURER'S INSTRUCTIONS.

2. CIRCUIT SETTERS AND T&P PORTS TO BE LOCATED IN MECHANICAL

ROOM AT FIRST BRANCH TAKEOFFS.

BALL VALVE

ROUTE DRAIN PIPE

ABOVE NEAREST

FLOOR DRAIN1

32273

H CAROL IN

FESS I ONA

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320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

NONE

N. BOSTIC

J. PARENT

P. MAHAFFEY

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

PLUMBING DETAILS

P-502

89 15528 JULY 2017

60020451

15153I

N40085-17-B-0011

05-17-0011

SCALE: NOT TO SCALE3

BACKFLOW PREVENTOR DETAIL

SCALE: NOT TO SCALE5

GAS TRAIN DETAIL

SCALE: NOT TO SCALE2

NATURAL GAS METER DETAIL

SCALE: NOT TO SCALE4

CIRCULATOR PUMP DETAIL

SCALE: NOT TO SCALE6

PIPE SLAB PENETRATION DETAIL

SCALE: NOT TO SCALE1

DHW MIXING VALVE DETAIL

REVISIONS

1 BID AMENDMENTS 17-08-28 P. MAHAFFEY

W W

D D

D D D

D D

W W

D D

W W

D D

W W

D D

MH404

MH401

MH404

SLEEPING ROOM

FPB1A-01 FPB1A-03 FPB1A-05 FPB1A-07 FPB1A-09

FPB1A-02 FPB1A-04 FPB1A-06 FPB1A-08 FPB1A-10

FPB1B-07 FPB1B-09 FPB1B-11 FPB1B-13 FPB1B-15

FPB1B-06 FPB1B-08 FPB1B-10 FPB1B-12 FPB1B-14

OAT

10x810x8 8x88x810x10

12x1012x10 16x10

14x10

12x10

14x10

12x1010x810x8 8x88x8 10x10

12x1012x10 16x10

14x10

14x10 10x10

12x10

10x1010x10 M01

16x10 10x1016x1010x10

MH404

MH402

MH404

MH403

SLEEPING ROOM

FPB2A-01 FPB2A-03 FPB2A-05 FPB2A-07 FPB2A-09 FPB2A-11 FPB2A-13 FPB2A-15

FPB2A-02 FPB2A-04 FPB2A-06 FPB2A-08 FPB2A-10 FPB2A-12 FPB2A-14

FPB2B-03 FPB2B-05 FPB2B-07 FPB2B-09 FPB2B-11 FPB2B-13 FPB2B-15

FPB2B-04 FPB2B-06 FPB2B-08 FPB2B-10 FPB2B-12 FPB2B-14

FPB2B-01

FPB2B-02

10x810x8 8x88x8 10x10

12x1012x10 16x10

14x10

10x10

12x10

10x10

10x810x8 8x810x10

12x10 16x10

14x10

10x10

12x10 10x10

10x810x8 8x88x810x10

12x10 10x10

10x810x8 8x88x8

DPM37

12x10 8x816x10 10x1016x1010x10

MH404

MH402

MH404

10x810x8 8x88x8 10x10

12x1012x10 16x10

14x10

12x10 10x810x8 8x810x10

12x10 16x10

14x10

12x1012x10 10x10

10x810x8 8x810x10

12x10 10x10

10x810x8 8x88x8

DPM37

SLEEPING ROOM

FPB3A-01 FPB3A-03 FPB3A-05 FPB3A-07 FPB3A-09 FPB3A-11 FPB3A-13 FPB3A-15

FPB3A-02 FPB3A-04 FPB3A-06 FPB3A-08 FPB3A-10 FPB3A-12 FPB3A-14

FPB3B-03 FPB3B-05 FPB3B-07 FPB3B-09 FPB3B-11 FPB3B-13 FPB3B-15

FPB3B-04 FPB3B-06 FPB3B-08 FPB3B-10 FPB3B-12 FPB3B-14

FPB3B-01

FPB3B-02

12x10 10x1016x108x8

16x10 10x10

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

FIRST FLOOR NEW WORK PLAN

NEW WORK KEYNOTES:

NO. DESCRIPTION

M01 PROVIDE OUTDOOR AIR TEMPERATURE

SENSOR IN WEATHERPROOF ENCLOSURE.

PROVIDE SHIELDS TO SHADE SENSOR FROM

DIRECT SUNLIGHT.

M37 PROVIDE DUCT DIFFERENTIAL PRESSURE

SENSOR IN APPROXIMATE LOCATION SHOWN.

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

SECOND FLOOR NEW WORK PLAN

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

THIRD FLOOR NEW WORK PLAN

32273

H CAROL IN

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C . M A H A F

F E

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

A. HABERCORN

J. PARENT

P. MAHAFFEY

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

MECHANICAL NEW WORK PLAN

MH101

102 15528 JULY 2017

60020464

15153I

N40085-17-B-0011

05-17-0011

PLAN NORTH

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

816 16

GRAPHIC SCALE

DHU-1A

M10

M06

M08

AHU-1A

M08

VAVOA-1A

M35

MECHANICAL

16x10

14x1010x10

12x10

14x1010x10

12x10 x x x 0 16x10

M12

DHU-1A

10Ø UP

16x16 16x16 x

M07

M08

M10

M35

M06

AHU-1B

VAVOA-1B

DHU-1B

16x10

14x10 10x10

12x10

16x16

12x10

10x10 x x x

MECHANICAL

M12

10Ø UP

DHU-1B

14x10

M07

DHU-2A

M10

M06

M08

AHU-2A

M08

VAVOA-2A

M35

MECHANICAL

16x10

14x1010x10

12x10

10x10

14x1010x10

12x10 x x x 0 16x10

M08

M12

14Ø UP

DHU-2A

M-504

M08

M10

M35

M06

AHU-2B

VAVOA-2B

DHU-2B

14x10

16x10

14x10 10x10

12x10

10x10 x x x

10x10

MECHANICAL

M12

14Ø UP

DHU-2B

M09

DHU-3A

M10

M06

M08

AHU-3A

M08

VAVOA-3A

M35

MECHANICAL

16x10

14x1010x10

12x10

10x10

14x1010x10

12x10 x x x

16x10

M08

ERV-A

M12

10Ø DN

DHU-3A

M-504

M36

16x16 16x16

M08

M10

M09

M35

M06

AHU-3B

VAVOA-3B

DHU-3B

14x10

16x10

10x10

12x10

10x10 x x x

ERV-B

16x10

10x10

MECHANICAL

360 M12

20Ø UP

10Ø UP

20Ø UP

DHU-3B

M36

32273

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SEAL

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P A

C . M A H A F

F E

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

A. HABERCORN

J. PARENT

P. MAHAFFEY

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

ENLARGED MECHANICAL PLANS

MH404

107 15528 JULY 2017

60020469

15153I

N40085-17-B-0011

05-17-0011

NEW WORK KEYNOTES:

NO. DESCRIPTION

M06 PROVIDE DEHUMIDIFIER IN EACH MECHANICAL ROOM (6 TOTAL). DEHUMIDIFIER

SHALL BE HARD PIPED TO FLOOR DRAIN. PROVIDE METAL STAND OR EQUIPMENT

PAD IF NEEDED TO MEET CONDENSATE SLOPE REQUIREMENTS. DEHUMIDIFER

SHALL NOT BE PLUG-IN TYPE, BUT MUST BE HARD WIRED, SEE ELECTRICAL

SHEETS. DEHUMIDIFIER SET POINT SHALL BE 55% RELATIVE HUMIDITY.

M07 PROVIDE BACNET BUILDING CONTROLLER (B-BC) AS SHOWN.

M08 OPENING SURROUNDING SUPPLY/RETURN DUCT PENETRATIONS TO BE SEALED

UP TO MEET NECESSARY FIRE RATING REQUIRMENTS. SEE ARCHITECTURAL

SHEETS FOR DETAILS.

M09 ENERGY RECOVERY VENTILATOR (ERV) TO BE FULLY SERVICEABLE FROM THE

TOP, END, AND OUTDOOR AIR SIDES OF THE UNIT INCLUDING BUT NOT LIMITED TO

THE FILTERS, ENTHALPY WHEEL, FANS, MOTORS, BELTS, SENSORS, AND

CONTROLS COMPLETE.

M10 PROVIDE AIR HANDLING UNIT (AHU) WITH RELATED SUPPLY/RETURN/OUTDOOR

AIR DUCTWORK, CONTROLS, WIRING, CONDENSATE DRAIN PIPING, AND

APPURTENANCES COMPLETE. NEW AHU TO BE FULLY SERVICEABLE FROM THE

TOP AND SIDES INCLUDING BUT NOT LIMITED TO FANS, MOTORS, FILTERS, COILS,

BELTS, AND CONTROLS. PROVIDE HOUSEKEEPING PAD FOR MOUNTING.

M12 PROVIDE VARIABLE FREQUENCY DRIVE (VFD) AND CONTROLS CABINET FOR EACH

AHU AS SHOWN.

M36 PROVIDE VARIABLE FREQUENCY DRIVES (VFD) AND CONTROLS DDC PANEL

COMPLETE AT EACH ERV AS SHOWN.

PLAN NORTH

04 8268 02 4 8134

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

GRAPHIC SCALE

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

MH101

FIRST FLOOR MECHANICAL

ROOM A NEW WORK PLAN

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

MH101

FIRST FLOOR MECHANICAL

ROOM B NEW WORK PLAN

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

MH101

SECOND FLOOR MECHANICAL

ROOM A NEW WORK PLAN

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

MH101

SECOND FLOOR MECHANICAL

ROOM B NEW WORK PLAN

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

MH101

THIRD FLOOR MECHANICAL

ROOM A NEW WORK PLAN

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

MH101

THIRD FLOOR MECHANICAL

ROOM B NEW WORK PLAN

MECHANICAL

AHU-1A

M30

M29

3" CHWS/R

3" HHWS/R

2" CHWS

2" CHWR

1 1/2" HHWS

1 1/2" HHWR

1 1/4" CHWS

1 1/2" HHWR

1 1/2" HHWS

1 1/4" CHWR

DHU-1A

M06

1 1/4" HHWS

1 1/4" HHWR

1 1/4" HHWS

1 1/4" CHWS

M28

3/4" HHWS

3/4" HHWR

1 1/4" HHWR

1 1/4" HHWS

M28M28M28

1 1/4" CHWR/R

1 1/4" CS M27

M30 M30

M06

DHU-1B

AHU-1B

2" HHWR

2" HHWS

2" CHWR

2" CHWS

2" HHWR

2" HHWS

1 1/4" HHWR

1 1/4" HHWS

2" HHWS

2" HHWR

3/4" HHWS

3/4" HHWR

1 1/4" HHWR

1 1/4" HHWS

3" CHWS/R

3" HHWS/R

M28M28

MECHANICAL

1 1/4" CSM27

MECHANICAL

AHU-2A

M30

2" CHWS

2" CHWR

1 1/2" HHWS

1 1/2" HHWR

1 1/4" CHWS

1 1/2" HHWR

1 1/2" HHWS

1 1/4" CHWR

DHU-2A

M06

1 1/4" HHWS

1 1/4" HHWR

1 1/4" HHWS

1 1/4" CHWR

1 1/4" CHWS

1 1/4" HHWR

1 1/4" HHWS

3/4" HHWS

3/4" HHWR

M28M28M28M28

1 1/4" CS M27

M30

M06

DHU-2B

AHU-2B

1 1/2" HHWR

1 1/2" HHWS

2" CHWR

2" CHWS

1 1/2" HHWR

1 1/2" HHWS

1 1/4" HHWR

1 1/4" HHWS

1 1/4" HHWR

1 1/4" HHWS

M28M28

M30

3/4" HHWS

3/4" HHWR

MECHANICAL

1 1/4" CSM27

MECHANICAL

AHU-3A

M30

2" CHWS

2" CHWR

2" HHWS

2" HHWR

1 1/4" CHWS

2" HHWR

2" HHWS

1 1/4" CHWR

DHU-3A

M06

M28M28M28M28

1 1/4" HHWS

1 1/4" HHWR

1 1/4" HHWS

1 1/4" CHWR

1 1/4" CHWS

1 1/4" HHWR

1 1/4" HHWS

3/4" HHWS

3/4" HHWR

ERV-A

1 1/4" CS M27

M06 DHU-3B

AHU-3B

2" HHWR

2" HHWS

2" CHWR

2" CHWS

1 1/2" HHWR

1 1/2" HHWS

1 1/4" HHWR

1 1/4" HHWS

1 1/4" HHWR

1 1/4" HHWS

M28

M30M30

ERV-B

MECHANICAL

M28

1 1/4" CS M27

3/4" HHWS

3/4" HHWR

32273

H CAROL IN

FESS I ONA

SEAL

N G

I N E E

P A

C . M A H A F

F E

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

A. HABERCORN

J. PARENT

P. MAHAFFEY

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

ENLARGED MECHANICAL PIPING NEW

WORK PLANS

MP404

109 15528 JULY 2017

60020471

15153I

N40085-17-B-0011

05-17-0011

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

MP101

FIRST FLOOR MECHANICAL

ROOM A NEW WORK PLAN

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

MP101

FIRST FLOOR MECHANICAL

ROOM B NEW WORK PLAN

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

MP101

SECOND FLOOR MECHANICAL

ROOM A NEW WORK PLAN

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

MP101

SECOND FLOOR MECHANICAL

ROOM B NEW WORK PLAN

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

MP101

THIRD FLOOR MECHANICAL

ROOM A NEW WORK PLAN

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

MP101

THIRD FLOOR MECHANICAL

ROOM B NEW WORK PLAN

PLAN NORTH

04 8268 02 4 8134

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

GRAPHIC SCALE

NEW WORK KEYNOTES:

NO. DESCRIPTION

M06 PROVIDE DEHUMIDIFIER IN EACH MECHANICAL ROOM (6 TOTAL). DEHUMIDIFIER

SHALL BE HARD PIPED TO FLOOR DRAIN. PROVIDE METAL STAND OR EQUIPMENT

PAD IF NEEDED TO MEET CONDENSATE SLOPE REQUIREMENTS. DEHUMIDIFER

SHALL NOT BE PLUG-IN TYPE, BUT MUST BE HARD WIRED, SEE ELECTRICAL

SHEETS. DEHUMIDIFIER SET POINT SHALL BE 55% RELATIVE HUMIDITY.

M27 PROVIDE INSULATED CONDENSATE DRAIN FROM EQUIPMENT TO FLOOR DRAIN AS

INDICATED.

M28 PROVIDE ISOLATION VALVES ON HHWS/HHWR BRANCH PIPING. VALVES SHALL BE

LOCATED INSIDE MECHANICAL ROOM.

M29 TOP OF PIPING ENTERING BUILDING WILL NEED TO BE A 4' MINIMUM BELOW

GRADE TO AVOID EXISTING CONCRETE GRADE BEAM (BOTTOM OF CONCRETE IS

3'10" BELOW FINISHED FLOOR PER AS-BUILTS).

M30 SEE SHEET MP101 FOR CONTINUATION OF PIPING.

UNIT HEATER SHALL BE

SUSPENDED FROM

STRUCTURE AND BE

INSTALLED PER

MANUFACTURER'S

REQUIREMENTS

UNIT HEATER

LINE SIZE 2-WAY CONTROL

VALVE, 3 PSI MAX P.D.

LINE SIZE CIRCUIT SETTER

WITH PRESSURE AND

TEMPERATURE PORTS (SIZE

VALVE FOR 2 TO 6 FT P.D. WITH

VALVE 90-100% OPEN

HHWR

HHWS

BALL VALVE

LINE SIZE Y-TYPE STRAINER

WITH PRESSURE AND

TEMPERATURE PORTS

NOTE: SEE DETAIL 7 ON SHEET M-502 FOR ATFP SUSPENDED EQUIPMENT BRACING.

TO UNITS

PIPE HANGERS

(SPRING &

NEOPRENE TYPE)

MULTIPORT

PRESSURE

INDICATOR

(4-PORT)

ISOLATION VALVE

STAINLESS STEEL

BRAIDED CONNECTOR

9" INDUSTRIAL THERMOMETER

W/ 3/4" NPT COPPER WELL

SUCTION DIFFUSER WITH

STRAINER

DRAIN: TERMINATE AT FLOOR DRAIN

1" NEOPRENE VIBRATION PAD

4" HIGH CONCRETE HOUSE

KEEPING PAD

STAINLESS STEEL

BRAIDED CONNECTOR

(INCREASER WHERE

REQUIRED)

FIELD FABRICATED SUPPORT

FOOT - SUPPORT FOOT MUST BE

INSTALLED IN SUCH A WAY AS TO

NOT CREATE ANY STRESSES ON

PUMP COMPONENTS. SUPPORT

FOOT SHALL NOT BE RIGIDLY

MOUNTED TO LIMIT ITS ABILITY TO

ALLOW FOR PIPE EXPANSION

MOVEMENT.

PIPE SUPPORT

FINISHED FLOOR

LONG

RADIUS

ELBOW

PUMP

ISOLATION VALVE

CHECK VALVE

(1-3FT. HD

PRESSURE DROP

AT DESIGN FLOW

RATE)

SEISMIC ANCHORS

SEISMIC

ANCHORS

CHILLED/HOT WATER COIL

BALL VALVE (TYP.)

CHILLED/HOT

WATER RETURN

CHILLED/HOT

WATER SUPPLY

MANUAL AIR VENT

UNION (TYP.)

PRESSURE GAUGE W/GAUGE COCK

3/4" "PET COCK" DRAIN VALVE & HOSE

THREAD ON OUTLET.

THERMOMETER (TYP.)

LINE SIZE 2-WAY MODULATING

CONTROL VALVE, MAX 3 FT HD P.D.

LINE SIZE CIRCUIT SETTER WITH PRESSURE AND

TEMPERATURE PORTS (SIZE VALVE FOR 2 TO 6 FT

P.D. WITH VALVE 90-100% OPEN)

LINE SIZE Y-TYPE STRAINER WITH

PRESSURE AND TEMPERATURE PORTS

NOTES:

1. COIL SHALL BE PIPED COUNTERFLOW.

2. COIL SHALL BE FURNISHED WITH MANUAL AIR VENT PIPED TO ABOVE PIPE MAIN.

3. SET CIRCUIT SETTER DURING INSTALLATION FOR MIN 2FT. P.D.

TEST CONNECTION (TYP.) 1/4"

NPT W/ CAP ON TEST PORT

REDUCED PRESSURE

BACKFLOW PREVENTER

GLOBE OR

BALL VALVE

UNION (TYP.)

PRESSURE REDUCING VALVE W/CHECK

SET @ 30 PSIG

SHUT-OFF VALVE (TYP.)

PRESSURE GAUGE WITH GAUGE COCK (TYP.)

RELIEF VALVE (SET @ 75 PSIG (ADJ))

3/4" CW

MAKE-UP WATER

LINE

CWR FROM

BUILDING

TO DIRT

AND AIR

SEPARATOR

CHWR OR HWWR

3/4"

SHUT-OFF

VALVE (TYP)

3/4" DRAIN

POT FEEDER

UNION (TYP)

PUMP

CHWR OR HWWR

3/4"

CIRCUIT SETTER (SIZE VALVE FOR 2 TO 6

FT. P.D. WITH VALVE 90% TO 100% OPEN)

3-WAY MODULATING CONTROL VALVE

(AIR HANDLERS)

MANUAL AIR VENT

CHILLED/HOT

WATER COIL

BALL VALVE (TYP.)

Y-TYPE STRAINER

CHILLED/HOT

WATER RETURN

CHILLED/HOT

WATER SUPPLY

3/4" "PET COCK" DRAIN VALVE

& HOSE THREAD ON OUTLET

THERMOMETER (TYP.)

UNION (TYP.)

PRESSURE GAUGE

W/ GAUGE COCK

NOTES:

1. COIL SHALL BE PIPED COUNTERFLOW.

2. COIL SHALL BE FURNISHED WITH MANUAL AIR VENT PIPED TO ABOVE PIPE MAIN.

3. SET CIRCUIT SETTER DURING INSTALLATION FOR MIN. 2 F.T. P.D.

BYPASS W/BALANCING COCK

NOTE: PROVIDE DOUBLE

DEFLECTION NEOPRENE

(TYPE HN) PIPE HANGERS FOR

FIRST TWO ON EACH SIDE OF

PUMP (SEE NOTE BELOW)

FLEXIBLE

CONNECTION

NOTE:

SUPPORT PUMP FROM PIPING ONLY. DO NOT

SUPPORT PUMP FROM MOTOR.

PRESSURE GAUGE

(0-100 PSI)PRESSURE GAUGE

(0-100 PSI)

FROM HYDRAULIC SEPARATORTO BOILER

9" INDUSTRIAL

THERMOMETER W/ 3/4"

NPT COPPER WELL

(32-100°F)

COMBINATION BALL VALVE,

T&P PORTS AND Y-STRAINER

COMBINATION BALL VALVE

AND T&P PORTS

CHECK VALVE

HOT WATER COIL

BALL VALVE (TYP.)

HOT

WATER RETURN

HOT

WATER SUPPLY

MANUAL AIR VENT

UNION (TYP.)

3/4" "PET COCK" DRAIN VALVE & HOSE

THREAD ON OUTLET.

LINE SIZE 2-WAY MODULATING

CONTROL VALVE, MAX 3 FT HD P.D.

LINE SIZE CIRCUIT SETTER WITH PRESSURE AND

TEMPERATURE PORTS (SIZE VALVE FOR 2 TO 6 FT

P.D. WITH VALVE 90-100% OPEN)

LINE SIZE Y-TYPE STRAINER WITH

PRESSURE AND TEMPERATURE PORTS.

LOCATE IN PIPING CHASE.

NOTES:

1. COIL SHALL BE PIPED COUNTERFLOW.

2. COIL SHALL BE FURNISHED WITH MANUAL AIR VENT PIPED TO ABOVE PIPE MAIN.

3. SET CIRCUIT SETTER DURING INSTALLATION FOR MIN 2FT. P.D.

TEST CONNECTION (TYP.) 1/4"

NPT W/ CAP ON TEST PORT

HOT WATER COIL

BALL VALVE (TYP.)

HOT

WATER RETURN

HOT

WATER SUPPLY

MANUAL AIR VENT

UNION (TYP.)

3/4" "PET COCK" DRAIN VALVE & HOSE THREAD

ON OUTLET

LINE SIZE 3-WAY MODULATING

CONTROL VALVE, MAX 3 FT HD P.D.

CIRCUIT SETTER (SIZE VALVE FOR 2 TO 6 FT. P.D.

WITH VALVE 90% TO 100% OPEN)

LINE SIZE Y-TYPE STRAINER WITH

PRESSURE AND TEMPERATURE PORTS.

LOCATE IN PIPING CHASE.

NOTES:

1. COIL SHALL BE PIPED COUNTERFLOW.

2. COIL SHALL BE FURNISHED WITH MANUAL AIR VENT PIPED TO ABOVE PIPE MAIN.

3. SET CIRCUIT SETTER DURING INSTALLATION FOR MIN 2FT. P.D.

BYPASS W/BALANCING COCK

TEST CONNECTION (TYP.) 1/4"

NPT W/ CAP ON TEST PORT

HIGH CAPACITY AUTOMATIC AIR VENT

1" BLOWDOWN, ROUTE TO FLOOR DRAIN

DRAIN VALVE

FLOOR

PRESSURE GAUGE W/ GAUGE COCK (TYP.)

DIRT AND AIR SEPARATOR (1-3FT. HD

PRESSURE DROP AT DESIGN FLOW RATE), SEE

SCHEDULE

BLADDER TYPE

EXPANSION TANK. SEE

SCHEDULE SHEET.

PUMPS

FROM BUILDING

DRAIN

VALVE

ISOLATION

VALVE (TYP.)

FROM MAKE-UP WATER

CHARGING

VALVE

BALL-TYPE SERVICE VALVE

BALL-TYPE DRAIN VALVE. PIPE

DRAIN LINE TO DIRECTLY

ABOVE NEAREST FLOOR DRAIN 1

32273

H CAROL IN

FESS I ONA

SEAL

N G

I N E E

P A

C . M A H A F

F E

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

NONE

A. HABERCORN

J. PARENT

P. MAHAFFEY

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

MECHANICAL DETAILS

M-503

113 15528 JULY 2017

60020475

15153I

N40085-17-B-0011

05-17-0011

SCALE: NOT TO SCALE8

HOT WATER UNIT HEATER DETAIL

SCALE: NOT TO SCALE7

VERTICAL INLINE PUMP DETAIL (FLOOR MOUNTED)

SCALE: NOT TO SCALE1

TYPICAL 2-WAY CHILLED/HOT WATER COIL PIPING DETAIL

SCALE: NOT TO SCALE10

TYPICAL MAKE-UP WATER ASSEMBLY DETAIL

SCALE: NOT TO SCALE9

CHEMICAL FEED DETAIL

SCALE: NOT TO SCALE4

TYPICAL 3-WAY CHILLED/HOT WATER COIL PIPING DETAIL

SCALE: NOT TO SCALE6

BOILER PRIMARY LOOP INLINE PUMP DETAIL

SCALE: NOT TO SCALE2

2-WAY FAN POWERED BOX WATER COIL PIPING DETAIL

SCALE: NOT TO SCALE5

3-WAY FAN POWERED BOX WATER COIL PIPING DETAIL

SCALE: NOT TO SCALE3

TYPICAL EXPANSION TANK/AIR AND DIRT SEPARATOR DETAIL

REVISIONS

X ###

CFMMARK

32273

H CAROL IN

FESS I ONA

SEAL

N G

I N E E

P A

C . M A H A F

F E

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF

THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING

OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME

CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

NONE

A. HABERCORN

J. PARENT

P. MAHAFFEY

INTERIOR & EXTERIOR REPAIRS AT BEQ

FC515

MECHANICAL SCHEDULES

M-601

115 15528 JULY 2017

60020477

15153I

N40085-17-B-0011

05-17-0011

SIDEWALL LOUVER SCHEDULE

TAG AIRSTREAM

MIN

VELOCITY

MAX

VELOCITY DESCRIPTION

MIN FREE

AREA CFM

SWL-1 INTAKE N/A 500 BAKED ENAMEL - MATCH EXTERIOR COLOR 0.30 SF 130

SWL-2 INTAKE N/A 500 BAKED ENAMEL - MATCH EXTERIOR COLOR 0.60 SF 265

SWL-3 INTAKE N/A 500 BAKED ENAMEL - MATCH EXTERIOR COLOR 0.60 SF 265

SWL-4 INTAKE N/A 500 BAKED ENAMEL - MATCH EXTERIOR COLOR 3.30 SF 1625

SWL-5 INTAKE N/A 500 BAKED ENAMEL - MATCH EXTERIOR COLOR 3.30 SF 1615

SWL-6 EXHAUST 800 N/A BAKED ENAMEL - MATCH EXTERIOR COLOR 2.50 SF 2025

SWL-7 EXHAUST 800 N/A BAKED ENAMEL - MATCH EXTERIOR COLOR 0.40 SF 300

SWL-8 EXHAUST 800 N/A BAKED ENAMEL - MATCH EXTERIOR COLOR 2.50 SF 2025

SWL-9 DRYER 800 N/A BAKED ENAMEL - MATCH EXTERIOR COLOR 1.00 SF 800

NOTE:

1. SEE ARCHITECTURAL PLANS FOR SIDEWALL LOUVER SCHEDULES. THIS SCHEDULE PROVIDED FOR COORDINATION

PURPOSES ONLY.

UNIT HEATER…

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