Attach_20_Part_3_bldg._3514_SOW.pdf

WS-3514 Repair Warehouse DKGV 14-2074 Joint Base Charleston

Part 3 - Page 1 of 6

Part 3 Statement of Work / Project Program

6/1/15

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION………………………………………. 1

2. PROJECT OBJECTIVES…………………………………… ..... Not Used

3. SITE ANALYSIS……………………………….......................... Not Used

4. BUILDING REQUIREMENTS………………………………… .. Not Used

5. ROOM REQUIREMENTS……………………………………… . Not Used

6. ENGINEERING SYSTEMS REQUIREMENTS………………… 2

B20 Exterior Closure B30 Roofing D50 Electrical Power and Lighting F20 Selective Building Demolition

1. PROJECT DESCRIPTION

01 General Requirements

1. All equipment and Supervision needed to complete work.

2. The contractor shall comply with all safety regulations and procedures. The contractor shall maintain and provide a copy of a written safety plan to the wing safety office prior to start of work IAW AFPAM 91-210 6.4. Upon request, Contractor shall provide OSHA 300 and 301 logs to the safety office for mishaps occurring on the installation. Any mishaps involving damage to government property or injury to government personnel shall be immediately reported to the base safety office and port operations officer. Contractors, whether regularly involved in routine site operations or engaged in temporary projects must follow all federal and state safety standards.

04 Masonry

1. Pressure wash exterior of building.

2. Remove masonry mortar/grout in areas where cracking is evident and there is separation between the brick columns and the terra cotta tile.

3. Caulk around all windows & Doors (dissimilar materials) with approved flexible sealant and backer rod system.

4. Stucco/mortar large openings in terra cotta tile as necessary to seal up.

05 Metals

1. Install safety railing around elevated dock area and stairs. The end sections to be removable type.

06 Wood, Plastics and Composites

1. Repair roof framing, sheathing, soffits and trim as needed with like material.

07 Thermal & Moisture Protection (Roofing)

1. Demo existing roofing material (asphalt, shingles & felt).

2. Install new drip edge, felt, ridge vents and asphalt shingles on roof deck.

08 Openings

1. Remove all rust, prime and repaint/recaulk all eleven (11) steel windows.

2. Demo four (4) rolling garage doors and metal weather shields.

3. Replace one (1) non-working coil-style roll-up door.

4. Replace all existing metal trim around soffits & gable ends.

26 Electrical

1. Install four (4) photo cell controlled LED exterior wall mount lights (one on each side) and run the necessary conduit & wiring to supply power to each.

2. Demo existing meter base, circuit panel, and associated wiring.

Part 3 - Page 2 of 6

3. Install new 100 amp/20 circuit breaker panel, new smart meter w/base and associated wiring.

4. Rewire building lighting and alarms using existing conduit unless it is in need of repair/replacement.

5. Demo existing interior lighting and replace with energy efficient T8 light fixtures with motion sensor switches on each.

6. Replace light switches throughout.

32 Exterior Improvements

1. Remove small trees/shrubs along dock that have grown up from under slab and vines along sides of building.

2. Selective tree removal, with tractor, remove selective trees, on site using chain P saws and chipper, excluding stumps, up to 6" diameter.

2. PROJECT OBJECTIVE

See Project Description above

3. SITE ANALYSIS

4. BUILDING REQUIREMENTS

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEMS REQUIREMENTS (ESR)

B20 EXTERIOR ENCLOSURE

B2010 EXTERIOR WALLS

Exterior Louvers & Screens Repair Existing

Handrails Provide complete code compliant industrial non-corrosive metal railing systems including anchors and attachment sleeves and fasteners.

Exterior Soffits Repair Existing

Exterior Coatings Provide field applied exterior coatings for all items that are not prefinished, and to prefinished items when required to provide a color other than a standard prefinished color. All paint shall be in accordance with the Master Painter Institute (MPI) standards for the exterior architectural surface being finished.

Joint Sealants Provide exterior application of joint sealants to seal joints and prepare for finish material installation.

Part 3 - Page 3 of 6

B2020 EXTERIOR WINDOWS

Windows Repair existing windows

Exterior Glazing

Glazing shall be clear glass.

B2030 EXTERIOR DOORS

Overhead and Roll-up Doors

Overhead roll-up doors shall be match appearance and quality of door being replaced (NAGDM 102 Industrial designation)

C10 INTERIOR CONSTRUCTION

Not Used

B30 ROOFING

Provide a complete new roof system design and construction services for the entire facility roof system, and including all necessary ancillary and incidental work necessary for a complete, new, watertight roof system installation.

B3010 ROOF COVERINGS

Remove the existing asphalt shingles and building felt. Provide new felt and ice and water shield.

Reroof the building with asphalt/fiberglass shingles.

Remove all the existing roofing and flashing down to the deck. Properly dispose of the demolished materials in a landfill not on the military installation.

The existing roof deck is wood. Assume the project will require the replacement of 1600 SF of the existing wood roof deck. Include in your roofing price the line item for the repair/replacement of damaged roof deck.

B3020 PERFORMANCE REQUIREMENTS

The installed roof system shall be watertight; free of defects in materials and workmanship; free of damage, including blisters, delaminations, cuts, scratches, abrasions, and patchwork; provide for positive drainage of the roof surface area; and suitable for the climatic and service conditions of the installation.

B3030 WIND UPLIFT AND FIRE RESISTANCE REQUIREMENTS

The roof system shall be designed and attached to resist wind uplift pressures calculated in accordance with ASCE 7. Uplift resistance shall be validated by applicable Factory Mutual (FM) uplift testing, or calculations based on standard engineering practice and applicable recommendations of FM.

Sheet metal perimeter and flashing components shall be designed, attached, and installed to provide for wind resistance equivalent to or greater than that required for the roof membrane system, and in accordance with FM, NRCA, or other applicable industry standard recommendations.

Part 3 - Page 4 of 6

The roof system shall provide Class A or Class B fire resistance, as tested by standard ASTM, FM, or UL procedures.

B3040 ROOF WARRANTY

Provide a manufacturer no-dollar-limit 20-year watertightness warranty for the total roof system, including flashings, in accordance with referenced requirements of Standard Design-Build Template PTS B30.

Manufacturer's warranty shall provide for full removal and replacement of failed, defective, and damaged roof system materials or installation workmanship in the event of water intrusion into or through the roof system, and repair of defects such as blistering, delamination, open seams, cracking, splitting, and excessive weathering. Warranty for corrective action shall not be limited in dollar value.

Provide minimum two-year contractor warranty against defects in installation workmanship in accordance with referenced requirements of Standard Design-Build Template PTS B30.

Contractor warranty shall provide for full removal and replacement of failed or defective workmanship and damaged materials, including sheet metal flashings.

B3050 ROOF SPECIFICATION AND DETAILING

All work, materials, installation and details shall be in accordance with Standard Design-Build Template PTS B30 and comply with all applicable Unified Facilities Guide Specification (UFGS) materials and installation requirements. UFGS's are referenced in PTS B30 and are available at www.ccb.org . Provide for complete rough carpentry, roof insulation, roof covering, sheet metal flashing, and other components necessary to complete the installation.

Utilize the applicable UFGS for development of the roof membrane specification. Edit for application to the specific project and compliance with the RFP. Provide complete rough carpentry, roof insulation, and sheet metal flashing specification sections coordinated and compatible with the membrane specification.

All details shall be in accordance with recommendations and guidelines of the National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual and Construction Details and as required by the RFP.

The roof system shall comply with the applicable requirements of the International Building Code.

Refer to UFC 3-110-03, Roofing, and UFC 3-100-10, Architecturefor additional technical requirements for the roof system to be installed.

B3060 ROOF DESIGNER REQUIREMENTS

Provide materials specification, installation requirements, and system detailing to include all flashings, penetrations, closures, corners, intersections, terminations, transitions, interfaces, joint, and lap conditions to provide for a watertight installation.

B3070 QUALITY CONTROL PROGRAM

Contractor shall establish a quality control program to assure adherence to the RFP design and construction requirements and to report on the installation quality

C30 INTERIOR FINISHES

Not Used http://www.ccb.org/

Part 3 - Page 5 of 6

D10 CONVEYING SYSTEMS

Not Used

D20 PLUMBING

D2040 RAIN WATER DRAINAGE

Roof Drains Provide roof drains that are compatible with the roofing system.

D30 HVAC

D40 FIRE PROTECTION SYSTEMS

D50 ELECTRICAL

The electrical design shall comply with the design criteria specified in UFC 3-501-01, Electrical Engineering, and its referenced documents.

D5010 ELECTRICAL SERVICE & DISTRIBUTION

Provide an insulated equipment grounding conductor in all raceways for systems operating at greater than 50 volts.

D5020 LIGHTING & BRANCH WIRING

Provide a complete lighting system consisting of exit and emergency lighting and area lighting consisting of fluorescent lighting including switches and automatic controls including occupancy sensors and automatic lighting shutoff systems.

D5030 COMMUNICATIONS & SECURITY

Telecommunications Systems

Not Used

Public Address and Intercommunications Systems

Not Used

Security Systems

Part 3 - Page 6 of 6

E10 EQUIPMENT

Not Used

E20 FURNISHINGS

Not Used

F10 SPECIAL CONSTRUCTION

F20 SELECTIVE BUILDING DEMOLITION

F2020 HAZARDOUS COMPONENT ABATEMENT

HAZMAT survey/report (or an update to an existing survey) is required during the design phase to identify any asbestos, lead paint, mercury, freons, PCBs, etc. The survey will be conducted by state/federal qualified/certified persons/companies. The design agent will use the findings to determine if abatement is required and to produce the design plans and specs for construction. Most recent survey is attached.

Management practices such as proper collection and disposal of paint chips/waste should be taken to prevent contamination of the surrounding environment resulting from pressure washing.

Use “01 50 10 Environmental Specs 2015 Apr” attached in Part 6 of this RFP

G10 SITE PREPARATION

G20 SITE IMPROVEMENTS

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