A2 SOW_LTUY202054_Rpr Roofs B50-53-59_20250409.pdf

LTUY202054 Repair Roofs, Bldgs 50, 53, 59 1

STATEMENT OF WORK

Project LTUY202054 Repair Bldg 50, 53, 59 Roofs

Date: 9 April 2025

1. Purpose. The primary purpose of this project is to replace the roof systems for buildings 50, 53 and 59, located at Jefferson Barracks Air National Guard Station, St. Louis, MO. Refer to Figure 1- Site Locations.

Figure 1: Site Locations

2. General Requirements

2.1 All work to be accomplished during regularly established Air National Guard duty hours, Mon-Fri, 7:00 AM to 4:00 PM, unless arrangements are made with the building occupant in advance in order to expedite completion of the work. Work will not be performed on federally recognized holidays.

2.2 All work shall be coordinated with the Civil Engineering Office’s Project Manager, John Matthews,

(314) 527-8226 or Deputy Base Civil Engineer, Mark Lloyd (314) 527-8360.

2.3 The Contractor shall become familiar with all details of the work. Any measurements or descriptions in the Scope of Work (SOW) or drawings are estimates for reference only. Contractor is responsible for verifying all measurements.

2.4 A site visit will be scheduled by the Contracting Officer to assure the specifics of this project have been witnessed firsthand by all interested contractors.

2.5 Contractor must comply with all OPSEC (Operational Security) and AT (Anti-Terrorism) Requirements as stipulated by the project solicitation and during construction conferences.

2.6 The Contractor shall deliver a project schedule with Gantt chart, and AF Form 3064 within 14 days of Notice to Proceed.

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2.7 The Contractor must obtain dig permits prior to any excavation on base.

2.7.1 For government owned utilities, submit Air Force (AF) Form 103- Base Civil Engineer Work Clearance to Base Civil Engineering (BCE), Building 29, at least five days prior to excavation.

2.7.2 For clearance of commercial owned utilities, the contractor must notify Missouri One Call / MO Dig Rite 7 days in advance.

2.7.3 The project Superintendent or appropriate sub-contractor shall maintain a copy of the approved AF Form 103 and MO Dig Rite notification on site during excavation.

2.8 Prior to final acceptance, the Contractor will provide information as required by Civil Engineering to complete the DD Form 1354, Transfer and Acceptance of Real Property, to capture quantity and cost of new equipment or capital improvements. A draft DD1354 will be provided by the project manager.

2.9 Submittals. The materials and equipment identified on the AF form 66, Schedule of Material Submittals, shall be submitted for approval to the Contracting Officer, utilizing AF form 3000 form supplied by Civil Engineering. Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for re-submittals.

2.10 Warranties. In addition to manufacturer’s warranties on equipment and supplies used in this project, and other warranties stipulated in this SOW, all work shall be covered by a minimum one year warranty on materials and workmanship.

2.11 Contractor shall deliver or create a complete and useable product to the government.

3. Scope of Work. Contractor shall provide all plant, labor, tools, materials, equipment, and supplies necessary to replace the asphalt shingle roofs on buildings 50, 53, and 59, as described in this SOW.

3.1 Demolition

3.1.1 Remove existing roofs and associated components in their entirety down to existing roof deck or sheathing. Remove roofing system without damaging the roof deck. Sequence work to minimize exposure of building to the elements and provide adequate weather protection between demolition and installation of new roof. Repairs for damage to building interiors or government owned property will be the responsibility of the General Contractor. Properly dispose of debris from demolition. Track demolition waste disposal for environmental reporting as noted in Special Requirements.

3.1.2 Dust and fugitive debris shall be controlled at all times. Debris from the demolition shall be controlled so that it does not become a nuisance in areas outside of the immediate area of construction.

Perform a magnet sweep frequently throughout the day in paved areas to remove nails that could puncture tires.

3.1.3 Maintain free and safe passage of persons around the areas of demolition.

3.2 Roof Shingles.

3.2.1 New asphalt shingles shall be GAF Slateline® shingles, color English Gray Slate. This type and color of shingle has had SHPO (State Historic Preservation Office) approval.

3.2.2 Install in accordance with manufacturer’s directions, utilizing methods, materials and components (including but not limited to self-adhering underlayment, ice and water shield, drip edge, roof ventilation, valley and hip protection, flashing, etc.) approved by the manufacturer to provide a complete and useable product that will meet warranty requirements. Perimeter drip edges are required. Provide submittals for each roof system component utilized.

3.2.3 Roofing system shall meet Underwriters Laboratories, Inc., UL 790 Class A requirements for fire resistance and as a minimum, Factory Mutual 1-90 or Underwriters Laboratories 580, Class 90 requirements for wind uplift resistance.

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3.2.4 Inspect roof deck and framing for damage. Repair and replace as needed with appropriate size and type of decking materials or wood framing. It is probable that not all three roofs have the same type of decking material. Coordinate with CE for inspection and concurrence before making any replacements.

3.2.4.1 Provide allowance of 700 sf for repairing damaged roof deck not visible during site inspection. Provide an allowance of 200 board feet of dimensional lumber to repair damaged or rotted wood framing or wood fascia and soffit members, not visible during site inspection. Do not exceed these allowances without approval from the Contracting Office. Unused allowance for roof deck or dimensional lumber will be credited to the government.

3.2.4.2 Bid shall also include unit pricing for decking and lumber for additional repairs above the allowances specified above.

3.2.4.3 The allowances as set forth above shall not be used for repairs known and visible during site visits or for discrepancies as identified to be repaired under special requirements for each building.

Bidders shall incorporate those into their base bid price.

3.2.5 Store roofing materials to provide proper protection from elements and damage until ready to use.

Protect roofing materials in a manner to avoid damage to roof deck and building. Do not load or permit any part of a structure to be loaded with a weight that will adversely affect its safety.

3.2.6 Furnish an extra 100 square feet of extra asphalt shingles in unbroken bundles to government.

3.2.7 Warranties.

3.2.7.1 The general contractor shall provide a 5-year water tightness warranty.

3.2.7.2 Asphalt shingles and accessories shall have limited lifetime warranty, with the first ten years non-prorated. Warranty shall cover all materials and all labor to correct leaks and other defects with a limit of the full installed cost of the roof system. Contractors shall require roofing system manufacturers’ best warranty. The contractor will register the warranty with the manufacturer within the prescribed time frame and will provide a certificate of warranty from the manufacturer specific to this project and contract, including pertinent information, including but not limited to, installation date, roofing contractor and general contractor.

3.2.7.3 Asphalt shingles and accessories will resist blow-off or damage caused by wind speeds up to 130 mph for 15 years from date of Substantial completion.

3.2.7.4 Roof inspections by contractor or manufacturer if required during the warranty periods will be at no cost to government.

3.3 Lightning Protection System shall be provided for all three roofs. LPS shall be certified with a commercial third-party inspection company that is a UL Listed Lightning Protection Installer. Provide a final report and certification from the LPS inspection company.

3.4. Contractor shall install anchor points for fall protection and will provide a submittal detailing the location and number of points to be added to the building’s roof.

3.5 Properly install new ridge vents for attic ventilation in accordance with recommended practices and manufacturer’s instructions to provide a leak-free roof and adequate attic ventilation. Ensure adequate intake air is also available for attic ventilation. “Smart Vents” for intake air are typically utilized on base if soffits are not or can not be vented, or if exterior walls extend up to the underside of the roof deck. All ventilation devices shall be installed to comply with warranty requirements as listed in section 3.2.7. Submit shop drawing documenting ventilation methods and products for each building to meet manufacturer requirements.

3.5.1 If ridge vents are not suitable or optimal for one or more of the roof styles, provide a recommendation for which type of vent should be used. Any type other than a typical ridge vent may require approval from SHPO.

3.5.2 Wherever “Smart Vents” are required, properly install new smart vents in accordance with manufacturer’s instructions for adequate ventilation and to provide a leak-free installation.

3.6 Flashing, fascia, and soffit.

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3.6.1 Unless otherwise noted, replace flashing, boots and similar devices at all roof penetrations. This includes but is not limited to roof penetrations from plumbing vent stacks, heating equipment exhaust vents, fan forced or natural ventilation exhausts, electrical pipe and conduit, etc.

3.6.2 Where roofs abut another wall or structure, replace or install new metal step flashing systems, to include any additional components needed to furnish a complete flashing system. This includes but is not limited to chimneys, along masonry walls or other types of wall siding. For brick walls, embed appropriately sized metal flashing into brick wall mortar joints. Repoint brick wall to securely hold new flashing and repair mortar joints where old flashing was removed.

3.6.3 Use appropriate methods and materials for flashing valleys and changes in roof pitch. Refer to recommendations from shingle manufacturer.

3.6.4 Except as noted herein for repair or replacement, repair dents and defects in metal fascia and soffit around perimeter of buildings to give the surfaces a straight, flat appearance without gaps or openings.

Seal or close up openings where soffit and fascia meet poorly. Clean soffit and fascia, to include removal of insect nests on adjacent metal or brick surfaces. Replace popped or missing nails holding on soffit and fascia. Fill nail holes to provide an improved gripping substrate. Nail head and pop rivet color shall match color of fascia or soffit.

3.7 Remove and replace gutters and downspouts with similar shape and size continuous metal gutters.

Unless otherwise noted, all new downspouts should extend to ground level. Replace or install new concrete splash blocks beneath each downspout. Properly install new splash blocks to be level to ground or pavement with drainage away from building. Color for gutters and downspouts shall be Black Forest Green, or as close as possible in color if finish is factory applied. The paint formula for Black Forest Green is included below, if needed. Manufacturers other than Sherwin Williams are acceptable as long as paint and color supplied are approved. Provide adequately sized color selection samples.

Black Forest Green Paint Formula

3.8 Building 50 Special Requirements. Specifically related work for this building is included below.

Requirements in paragraphs 3.1 through 3.7 apply, unless noted herein. See figures 2 through 7 for building 50 photographs.

3.8.1 Remove two (2) exhaust vent stack assemblies from roof of west bay shop addition of facility and repair both openings in the roof and interior ceiling with new roof decking and interior ceiling drywall, and associated framing to support. Insulate above new drywall matching what exists above the ceiling.

Drywall shall be taped, mudded and painted to match ceiling color. See Figure 2 and 3b below.

3.8.2 Contractor shall estimate the amount of roof decking and lumber necessary to fill in the openings as specified in paragraph 3.7.1 in the roof and ceiling caused by removal of this assembly, and it shall be included as part of the base bid. The material allowances as described in section 3.2.4 shall not be used to make these repairs as these are known conditions.

Mfr: Sherwin Williams CGE*Colorant 0Z 32 64 128 Location: Lemay Store G2 New Green 8 42 - - Order #: R2 Maroon - 23 - 1 Name: 2238 - Black Forest Green Y3 Deep Gold - 13 1 1 Sherwin Williams Super Paint Exterior Acrylic Latex- Satin Ultradeep Base 640392379 Use: Exterior green trim on builidngs

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3.8.3 Repair square opening in ceiling drywall of west bay shop addition of facility. This opening is adjacent to both exhaust vent stack assemblies described in 3.8.1 above. Remove exposed insulation and replace with new insulation, add drywall tape, mud and paint to match ceiling color. See Figure 3a below.

3.8.4 Repair damage to interior mezzanine floor and ceiling, and west bay shop ceiling as shown in Figures 3a, 4a, and 4b. Replace any insulation in both areas that is damp or deteriorated due to roof leaks.

Replace drywall where damaged. Tape, mud and paint ceiling at repair site(s). Replace damaged flooring on mezzanine with the same or similar flooring material and finish to match existing floor.

3.8.5 Replace existing flashing around chimney structure at northwest corner with new metal step flashing. Replace boot and perform any repairs to prevent leaking needed around top of vent pipe coming out of chimney structure.

3.8.6 Replace metal fascia and soffit on the north gable roof end, including the small piece on west side of chimney. Repair as needed the fascia and soffit assembly west of the chimney structure.

3.8.7 On the south gable replace soffit in order to eliminate gaps between panels, and ensure the lines in the soffit run perpendicular, not parallel to wall. Soffit on north and south gable ends need to match.

3.8.8 Caulk and seal around the 3 triangular roof vents on north, west and south gables as needed.

3.8.9 On the east side of roof, replace all the metal fascia and soffit along the entire length. Match the appearance of the fascia and soffit on the west side of the building.

3.8.10 On the north roof over the mechanical room, re-caulk the long white flashing with appropriate material, including where it goes around the chimney structure.

3.8.11 Attic Ventilation. Refer also to section 3.5.

3.8.11.1 If existing “Smart Vents” on building 50 are not required, remove and fill in roof deck.

Otherwise, properly install new smart vents in accordance with manufacturer’s instructions for adequate ventilation and to provide a leak-free installation in accordance with shingle warranty requirements.

Figure 2: North Elevation.

Exhaust Vents (2) to be removed

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Figure 3a: Bldg 50 West Bay Interior Ceiling Damage Fig 3b: West Bay – Remove vents and repair ceiling

Figure 4a: Bldg 50 Mezzanine Ceiling and Floor Damage Figure 4b: Bldg 50 Mezzanine floor damage to be repaired

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Figure 5: Bldg 50 Southwest Elevation

Figure 6: Building 50 South Aerial View

Figure 7:Bldg 50 East Elevation

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3.9 Building 53 Special Requirements. Specifically related work for this building is included below.

Paragraphs 3.1 through 3.7 apply, unless noted herein. See figures 8 through 11 for building 53 photographs.

3.9.1 Replace metal fascia on north gable roof. Existing metal fascia has damage and appearance is not consistent with itself or other areas of the building. Match existing metal fascia design on south gable as close as possible.

3.9.2 Repair metal soffit at northwest corner of building.

3.9.3 Replace all metal fascia on the gable end of the mechanical room roof at the south end of the building. Replace wood fascia where exposed due to loss of metal fascia.

3.9.4 Note: There are 2 sets of flashing (step flashing and counter flashing) on the south wall of the main structure where it meets the porch entrance and the mechanical room. These are unsightly and some spots possibly have detached. These shall be removed and replaced with one set of new metal step flashing.

3.9.5 Remove old abandoned comm cabling from the point on north side of building where cable enters the wall, along north wall, along the east exterior fascia of the building and out to pole southeast of building. Dispose of properly. Seal opening in north wall with appropriate plugging material.

3.9.6 Replace metal fascia on east side of roof where cabling was removed. Repair fascia on south end of main roof, east side, where the cabling had been attached.

3.9.7 Remove old television antenna and dispose of.

Figure 8: Bldg 53 Southwest Elevation

Figure 9: Bldg 53 North Elevation

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Figure 10: Bldg 53 Southwest Elevation

Figure 11a: Bldg 53 Roof – Chimney

Figure 11b: Bldg 53 Roof – Chimney overhead view

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3.10 Building 59 Special Requirements. Specifically related work for this building is included below.

Requirements in paragraphs 3.9.1 through 3.9.7 apply, unless noted herein. Refer to figures 12 – 17 below.

3.10.1 Replace lightning protection system (LPS). Following completion of work, contractor will have third party inspection company certify LPS is functional. The third-party company to be a certified LPS UL Listed Installer.

3.10.2 Fascia and soffit.

3.10.2.1 Replace existing wood fascia behind gutters in full. Use the same type and size of wood as currently in use. Prime and paint all sides and ends of new fascia boards. Paint Black Forest Green as detailed in paragraph 3.6.

3.10.2.2 Perform minimal repairs to wood soffit to the extent necessary to replace missing or rotted wood, and close up any existing openings. Paint white. Existing damage to soffit is viewable during site visits and shall be part of base bid.

3.10.2.3 Replace all wood trim sitting directly on brick wall beneath the soffits. This includes the skirt directly on the brick wall, and the molding attached to the top of the skirt. New wood moldings will match size and profile of those removed. Use same type of wood as that which is still in good condition at the northwest corner of the building. Prime and paint all sides and ends – paint white to match soffit.

3.10.2.3.1 Note: Paint on existing trim is believed to be lead based paint. Remove trim in entirety and dispose of IAW EPA guidelines that allow disposal as regular waste.

https://www.epa.gov/lead/regulatory-status-waste-generated-contractors-and-residents-lead-based-paint-activities

3.10.3 Replace wood boards wrapping the interior and exterior sides and bottom of the south porch beams, on the west, south and east side of the porch. Prime and paint all sides of the new wood white to match soffits. See Figure 17.

3.10.3.1 Eliminate the small pieces of wood on the west and east sides of the brick columns by making one continuous bottom board on both sides. Refer to Figure 17, West Side.

3.10.3.2 Eliminate the seam in the south facing vertical board by using one continuous board. Refer to Figure 17, South side.

3.10.3.3 Install a tapered solid wood block, with narrow taper at the top, above the capital portion of both brick columns on the south porch. Bottom to extend just past the top of the capital. This feature is intended to keep birds from nesting atop the brick columns.

3.10.4 Construct valleys utilizing proper materials and methods to meet manufacturer’s requirements for proper installation and warranty.

3.10.5 Attic ventilation. Refer to section 3.5.

3.10.5.1 If ridge vents are not feasible due to shape and size of roof, contractor shall make recommendation as to an effective means of providing attic ventilation exhaust.

3.10.5.2 “Smart Vents” for intake air are typically utilized on base if soffits are not or cannot be vented, or if exterior walls extend up to the underside of the roof deck.

3.10.5.3 If contractor recommends other solutions than these for bldg 59, this would require coordination with SHPO. Include a description and analysis in the ventilation shop drawing submittal.

3.10.6 Replace rusted metal exhaust fan ventilation ductwork for bathroom on the north side of the roof.

3.10.7 Gutters and downspouts.

3.10.7.1 Install one additional downspout on north wall, west end and route an underground 3" PVC pipe to the west and 10 feet away from building, ending at a pop-up drain emitter. Install emitter in https://www.epa.gov/lead/regulatory-status-waste-generated-contractors-and-residents-lead-based-paint-activities https://www.epa.gov/lead/regulatory-status-waste-generated-contractors-and-residents-lead-based-paint-activities

LTUY202054 Repair Roofs, Bldgs 50, 53, 59 11 accordance with recommend practice to allow residual water in pipe to drain. PVC pipe will be strong enough for riding mowers to travel over.

3.10.7.2 Ensure the downspout and splash block on the west wall adjacent to the gas meter are far enough from wall so that discharge is beyond the gas line piping and meter. Repair washed out dirt in the area of the gas meter and seed.

3.10.7.3 Install new leaf guards over new gutters.

Figure 12 Southwest Elevation

Figure 13 - Southeast Elevation

Figure 14 - East Elevation

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Figure 15 - North Elevation

Figure 16 - West Elevation

West side South View

Figure 17 – South Porch

Approx.

Location for additional downspout

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4. Applicable Codes

It is the Contractor’s responsibility to comply with applicable codes, regulations and guidelines and to procure these if needed. These include Air National Guard requirements, DoD Design Requirements, and Federal, State and Local Code. Major design codes and standards, which are applicable to Air National Guard (ANG) construction, are indicated below. This listing is not intended to be all-inclusive.

1. Air National Guard Engineering Technical Letters (ANGETL’s): http://www.wbdg.org/ffc/ang/engineering-technical-letters-angetl

2. UFC 3-110-03, Roofing, 1 May 2012, Change 5, 12 June 2020.

3. Air Force Regulations – Apply as directed and when the ANG is a tenant on an Air Force or Reserve Host

Base.

4. National Fire Code – Fire Protection, International Code Council (ICC) and American Society of Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE)

5. Code of Federal Regulations, State Regulations where State has jurisdiction – Energy, Environmental

Protection, Safety

6. OSHA; AFOSH – Safety

5. Environmental Requirements.

1. Base EMO is located in bldg. 29, within the CE office. Contacts for EMO are Sage O’Brien at 314-527-8355, or Kate Goudy, 314-527-8369.

2. Hazardous Material Tracking Form. Contractor must submit information on all hazardous materials proposed to be used, by completing the Contractor Hazardous Materials Usage Tracking form furnished as part of post award documents following the pre-construction conference. This form and SDS's shall be submitted to the EMO prior to usage. Hazardous materials are considered to be paints, solvents, aerosols, cleaners, oils, sealants, mortar, concrete, and other such materials used in the course of this project. SDS's for all approved materials must be kept at the job site at all times. Updated HAZMAT Tracking forms will be submitted on a quarterly basis to EMO. A final Tracking Form must be submitted at the conclusion of the project.

3. Coordinate with EMO prior to generating any hazardous waste. Contractor will properly dispose of Hazardous waste IAW federal and state requirements. Hazardous Waste Manifests must be signed by a Base EMO representative before leaving the Installation.

4. Universal waste, such as mercury containing lamps, ballasts containing PCBs or batteries must be properly recycled or disposed of per applicable requirements of Federal, state, and local PCB and Universal waste regulations.

5. Weight Tickets. Contractor will be responsible for the storage, transportation, and disposal of all demolition and waste materials. All refuse, debris, and construction waste shall be legally disposed of off base at a licensed landfill, hazardous material site, or approved recycling facility. Accumulations of refuse on the site will not be permitted. Government dumpsters will not be used. Weight tickets (or estimated weights if tickets are not provided) for all recycling and debris disposed will be provided to EMO semi-annually and at the conclusion of the project.

6. Historic Preservation. Use care not to damage exteriors of buildings during the course of the project.

Contractor will adhere to the following brief for all brick tuckpointing work, (https://www.nps.gov/orgs/1739/upload/preservation-brief-02-repointing.pdf). Coordinate with EMO regarding any questions pertaining to historical preservation practices.

6. Security Requirements/Base Access

1. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed http://www.wbdg.org/ffc/ang/engineering-technical-letters-angetl http://www.wbdg.org/ffc/ang/engineering-technical-letters-angetl https://www.nps.gov/orgs/1739/upload/preservation-brief-02-repointing.pdf

LTUY202054 Repair Roofs, Bldgs 50, 53, 59 14 by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

2. Contractor personnel shall provide all information required by Security Police for processing background checks to meet installation access requirements. Personnel must use the DBIDS pre-enrollment process to apply for installation access. The link to the pre-enrollment website will be provided to the contractor. Upon successful completion, DBIDS will provide the requester with a code that shall be provided to Security Police to process a base access pass.

a) To expedite, personnel should use the DBIDS pre-enrollment process before coming on the installation, and provide the code to the CE Project Manager, who will forward to Security Police.

b) Contractor personnel shall also show a valid photo identification to enter the installation. If driving, a valid state driver’s license must be in their possession.

3. Contract personnel are advised that they are subject to random search while on government premises.

Contractor access shall be restricted to the location of project.

7. Special Requirements

1. All parking of vehicles and equipment shall be in area provided at job site.

2. Contractor is responsible for keeping construction area(s) neat and orderly on a daily basis and will be responsible for clean-up upon project completion.

3. All contractor vehicles, trucks, dumpsters, and similar vehicles and equipment, shall be checked before travelling on base roads so as not to leave behind debris, dirt, rock and mud. Contractor will immediately take actions to remove any of this material.

4. Contractor will be responsible for the storage, transportation, and disposal of all demolition and waste materials. All refuse, debris, and construction waste shall be legally disposed of off base at a licensed landfill or approved recycling facility. Accumulations of refuse on the site will not be permitted. Government dumpsters will not be used. Contractor will provide weight tickets for landfilled waste/debris, or an estimate of weight if weight tickets are not provided by the facility.

5. All work shall be performed in accordance with applicable Occupational Safety and Health Administration (OSHA), Air Force Occupational Safety & Health (AFOSH), Environmental Safety, and all Federal, State, Local and Base regulations and requirements.

6. The Government will not be responsible for property belonging to, or under the control of the Contractor and no secure storage will be provided.

7. All personnel shall be briefed on the proper procedures for working on a Government installation.

STATEMENT OF WORK