27-0705 NH100 REPLACE EXTERIOR WINDOWS AT GREEN ROOF - SOW.pdf

NH100 REPLACE EXTERIOR WINDOWS AT GREEN ROOF

AT

CAMP LEJEUNE, NORTH CAROLINA 28533-0006

1. GENERAL INTENTION. It is the declared and acknowledged intention of this solicitation to obtain the supervision, expertise, labor, materials, and equipment to replace fogged windows and at NH100 Naval Hospital.

2. LOCATION. Building NH100, Camp Lejeune in North Carolina.

3. DETAILED REQUIREMENTS. The Contractor shall:

a. Make a site visit and take such other steps as may be reasonably necessary to ascertain the nature and location of the work and general local conditions that could affect the work or the cost thereof and should perform an inspection of each repair item, taking their own measurements and developing their own material requirements in accordance with the specifications. (Note: all glass/windows and related material dimensions shall be verified in the field by the contractor prior to ordering to match existing windows). Failure to do so will not relieve the contractor from the responsibility of estimating properly the difficulty or cost of successfully performing the work. Provide the Government with submittals and samples of windows and glazing prior to ordering. Provide plan of action and schedule to Government prior to starting work. Adhere to all specified information within these pages.

b. Repair by replacement twenty four (24) windows at NH100, adjacent to the Green Roof. Demolished glass shall be removed from the government property and disposed or recycled at an approved facility. New glazing shall meet or exceed the requirements listed below.

i. GL-1 1” TWINDOW Annealed (no bands) D-G_451d ¼” SOLARGRAY Float ½” Air Space ¼” Clear Float

c. Install new windows in accordance with industry standards and the manufacturer’s printed instructions. Brace properly to prevent distortion and misalignment.

Install windows in a manner that will prevent entrance of water, caulking as necessary. Note: Remove and install only as many windows as can be completed in one day, only one window shall be removed at a time. If weather does not permit such completion, exposed areas shall be temporarily weatherproofed to prevent any water infiltration from damaging the interior of the hospital.

d. Provide safety person to monitor the inside of the hospital at the location of the removed window. This person shall be on site the entire time the window is being replaced and is intended to only be a safety watch.

e. Windows shall be cleaned after replacement, with approved glass cleaner, left free of all spots and streaks.

f. Prior to construction take all precautions necessary to protect existing property.

Existing property damaged, by work on this project, shall be returned to original condition or better. Note: This shall include damages to grounds, turf and grade by heavy equipment such as lifts. Damaged turf and grade shall be restored to existing contours and stabilized with centipede sod.

4. Special Requirements. The Contractor shall be required to:

a. Accomplish all work in a professional manner; taking in consideration the work performed is adjacent to a medical facility containing a multitude of professional staff and the patients. The contractor shall minimize the impact imposed on those persons and will show courteous and consideration throughout the course of this contract.

b. Coordinate work schedule with the Contracting Officer prior to the commencement of work. Some areas will require weekend scheduling as not to interfere with lower level clinics.

c. Building will be in operation during the duration of this contract.

d. Have all materials on-site prior to commencement of work.

e. Install all materials in accordance with all manufacturer’s instructions.

f. Coordinate all work and schedules with the Contracting Officer’s designated representative and the building occupants. Majority of work will happen during the hours of 0700-1900 Monday through Friday. Any work performed outside of these hours must be pre-approved.

g. Prosecute the work diligently.

h. Complete the work within one hundred fifty (150) calendar days after contract is awarded.

i. All material associated with the repair, replacement, or removal is the property of the contractor and shall be removed from the base and discarded in an approved landfill. The building’s trash dumpster is not to be used to dispose of construction debris.

j. All North Carolina Building Codes, Fire Codes, Statutes, NEC, OSHA Safety Codes, UFC 4-510-01, and the U.S. Army Corps of Engineer’s Safety and Health Requirements Manual, EM 385-1-1 shall be strictly enforced. An accident prevention plan in accordance with EM 385-1-1 is required. The contractor is responsible for any required permits.

k. All contractor/subcontractor vehicles parked outside of construction boundaries will be parked in the designated parking lots.

l. NMCCL Staff WILL NOT be responsible for sponsoring any one day passes for access to the installation. This will be the sole responsibility of the contractor.

m. The Contractor shall be working in an existing building which is occupied. Do not enter the buildings without prior approval of the Contracting Officer.

n. Remove construction waste products from the site by covering and transporting them to dumpster. Waste is not to be transported through patient/staff areas without the approval of the NMCCL Project Manager and affected Department Director.

o. The use of tobacco products (electronic cigarette, smoking and smokeless) is not authorized on the premises.

EX.1 EX.21 2 3 4 5 6 7 8 9 10

_A_LEVEL 1

0' - 0"

_A_UTILITY TUNNEL

-8' - 0"

_A_LEVEL 2

+16' - 0"

_A_ROOF

+32' - 0"

0"

0"

8'

- 0

A-43-2

A-43-1

8"

C.J. C.J. C.J. C.J.

TYP.

TYP. TYP.

TYP. TYP.

A-43-4 2 A-43-7

A-43-3

9.2

4.104.07

4.05 4.02

4.07 4.01 4.06 4.03

4.08

4.46

29 29

4.28 4.28 4.28

4.284.28 4.28

4.284.55

4.54

4.57

EX.1EX.2

12345678910

_A_LEVEL 1

0' - 0"

_A_UTILITY TUNNEL

-8' - 0"

_A_LEVEL 2

+16' - 0"

_A_ROOF

+32' - 0"

8'

- 0

0"

0" 5'

- 4

TYP.TYP.TYP.TYP.TYP.TYP.

C.J. C.J.

A-43-6

A-43-5

4.09

4.09 4.04 4.06 4.09 4.02 4.01 4.09 4.05 4.034.46

4.28 4.28

4.54

4.58 TYP.

C.J. C.J.C.J. @ ALL INSIDE

CORNERS, TYP.

FRIT GLASS

SPANDREL GLASS

BRICK

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DRAWFORM REVISION: 10 MARCH 2009

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

T 202.842.2100

T 919.828.1876

A JOINT VENTURE

324 BLACKWELL ST STE 1104

DURHAM, NC 27701-3600

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12569807

SHEET NOTES

KEY PLAN

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EX.1 EX.17 EX.26

EX.A

EX.N

EX.I

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25 29

A

F

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SCALE: 1/16" = 1'-0" A-21-A 1AREA A SOUTH

SCALE: 1/16" = 1'-0" A-21-A 2AREA A NORTH

KEYNOTES

GRAPHIC LEGEND

4.01 BRICK TO MATCH EXISTING

4.02 GL 1 - VISION GLASS

4.03 GL 2 - SPANDREL GLASS

4.04 MTL COPING

4.05 6" HORIZONTAL MULLION CAP FIN

4.06 VERTICAL BUTT GLAZED MULLION

4.07 CUT BRICK

4.08 MTL CLAD CANOPY

4.09 SCUPPER

4.10 MECH. LOUVER

4.28 EXTERIOR EXPANSION JOINT COVER

4.46 CONT. RELIEF ANGLE @ FLOOR LINE

4.54 LINE OF EXTENDED BRICK COURSE

4.55 GL 3 - VISION GLASS W/FRIT GLASS

4.57 BLDG MOUNTED EXTERIOR LIGHT, CENTERED

ABOVE DOOR 8'-8" A.F.F., SEE ELECTRICAL

FOR FIXTURE TYPE

4.58 BLDG MOUNTED EXTERIOR LIGHT, MOUNTED

8'-8" A.F.F., 4'-0" O.C. FROM FACE OF CURTAIN

WALL, SEE ELECTRICAL FOR FIXTURE TYPE

0'

1/16" = 1'-0"

16' 16' 32'8'

GRAPHIC SCALE:

1. PROVIDE MINIMUM OF 3 BRICK COURSES

BELOW GRADE LINE, SEE CIVIL DRAWINGS

FOR SITE ELEVATIONS

2. PROVIDE STRUCTURAL SUPPORT IN STUD

WALL SUBSTRATE FOR SIGNAGE.

COORDINATE W/ SIGNAGE INSTALLER.

3. SEE MH401 FOR LOCATION AND SIZE OF

ACTIVE LOUVER

4. EXTEND BRICK 3 COURSES BELOW GRADE

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