9-A02 Patrick Henry Roof (1).docx
DOCX document 2 MB Posted
- Attached to
- Tornado: Patrick Henry ROOF
- Solicitation number
- RFP 085-2025
- Issued by
- St. Louis City, Missouri
About this file
This is a Scope of Services document for St. Louis Public Schools (SLPS) in Missouri detailing repair requirements for the Patrick Henry school building following tornado damage on May 16, 2025. The project encompasses comprehensive roof and stone repair work, including removal and replacement of all storm-damaged asphalt shingles, wood deck replacement where needed, installation of new underlayment with ice and water shields, lead flashing at soil stack penetrations, architectural shingles with a minimum of six nails per shingle, new gutters and downspouts, step flashing, and repair or replacement of stone caps on the brick gable sections with new installations required in two locations on the north and northeast gables. The contractor must install materials complying with ASTM standards and manufacturer specifications, with basis-of-design products including Owens Corning Duration shingles and Owens Corning Rhino Roof synthetic underlayment, subject to owner approval of equal alternatives.
The project requires a qualified, manufacturer-authorized installer to provide a 30-year prorated material warranty with the first three years non-prorated, a five-year wind-speed warranty covering blow-off or damage up to 120 mph, and a three-year installer's warranty on workmanship. Installation must comply with ARMA's Residential Asphalt Roofing Manual and NRCA roofing standards, with all work subject to preinstallation conference, substrate examination, and written inspection reports. The owner will select the final shingle color upon contractor award. Specific installation requirements include proper underlayment lapping, metal flashing installation per SMACNA standards, and temperature restrictions for self-adhering underlayment application. No specific pricing, funding amounts, or contract award timeline are detailed in this scope document.
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SCOPE OF SERVICES
RFP TITLE: Patrick Henry Roof & Stone Repair:
RFP #:
Scope of Services:
St. Louis Public Schools is seeking a qualified contractor to repair the roof and stone damaged affected by May 16th, 2025, Tornado. It is our goal to get a complete warranty for all which includes:
SECTION 073113 - ASPHALT SHINGLES
PART 1 - Replace all storm damaged areas of the asphalt shingle.
PART 2 - GENERAL
2.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
| 2.2 | SUMMARY | |
| A. | Section Includes, but not limited to: |
1. Removal of existing shingles and underlayment materials to the wood substrate.
2. Wood deck replacement unit cost, replace wood decking as needed.
3. Install underlayment, attach with staples.
4. Ice and water shield at valleys, eaves, and penetrations.
5. Install lead flashing to soil stack penetrations.
6. Install new architectural shingles, minimum 6 nails per shingle. Owner to select shingle color upon award.
7. Install all new gutters and downspouts where applicable.
8. Install all new step flashing at flashing locations.
2.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples for Initial Selection: For each type of asphalt shingle ridge and hip cap shingles indicated.
1. Include similar Samples of trim and accessories involving color selection.
C. Samples for Verification: For the following products, of sizes indicated, to verify color selected:
1. Asphalt Shingle: Full size.
2. Ridge and Hip Cap Shingles: Full size.
3. Synthetic underlayment.
4. Self-Adhering Underlayment: 12 inches (300 mm) square.
| 2.4 | INFORMATIONAL SUBMITTALS | |
| A. | Qualification Data: For qualified Installer. | |
| 2.5 | QUALITY ASSURANCE |
A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project.
B. Preinstallation Conference: Conduct conference at Project site.
2.6 DELIVERY, STORAGE, AND HANDLING
A. Store roofing materials in a dry, well-ventilated, weathertight location according to asphalt shingle manufacturer's written instructions. Store underlayment rolls on end on pallets or other raised surfaces. Do not double stack rolls.
1. Handle, store, and place roofing materials in a manner to avoid significant or permanent damage to roof deck or structural supporting members.
B. Protect unused underlayment from weather, sunlight, and moisture when left overnight or when roofing work is not in progress.
2.7 PROJECT CONDITIONS
A. Environmental Limitations: Do not deliver or install asphalt shingles until spaces are enclosed and weather tight, wet work in spaces is complete and dry, and temporary HVAC system is operating and maintains ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period.
1. Install self-adhering sheet underlayment within the range of ambient and substrate temperatures recommended by manufacturers.
2.8 WARRANTY
A. Special Warranty: Standard form in which manufacturer agrees to repair or replace asphalt shingles that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Manufacturing defects.
b. Structural failures including failure of asphalt shingles to self-seal after a reasonable time.
2. Material Warranty Period: 30 years from date of Substantial Completion, prorated, with first three years non prorated.
3. Wind-Speed Warranty Period: Asphalt shingles will resist blow-off or damage caused by wind speeds up to 120 mph for five years from date of Substantial Completion.
B. Special Project Warranty: Roofing Installer's Warranty, or warranty form at end of this Section, signed by roofing Installer, covering the Work of this Section, in which roofing Installer agrees to repair or replace components of asphalt shingle roofing that fail in materials or workmanship within specified warranty period.
1. Warranty Period: Three years from date of Substantial Completion.
PART 3 - PRODUCTS
3.1 GLASS-FIBER-REINFORCED ASPHALT SHINGLES
A. Architectural Shingle: ASTM D 3462, laminated, multi-ply overlay construction, glass-fiber reinforced, mineral-granule surfaced, and self-sealing.
1. Manufacturers: Basis of design Owens Corning Duration, subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include the following:
a. Certainteed Landmark.
b. Owners approved equal to be approved prior to bid.
B. Hip and Ridge Shingles: Manufacturer's standard units to match asphalt shingles.
| 3.2 | UNDERLAYMENT MATERIALS | |
| A. | Basis of design: | |
| 1. | Owens Corning Rhino Roof Synthetic Roofing Underlayment. B. | Self-Adhering Sheet Underlayment: Ice and Water Shield. |
| 3.3 | ACCESSORIES |
A. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free.
B. Roofing Nails: ASTM F 1667; aluminum, stainless-steel, copper, or hot-dip galvanized-steel wire shingle nails, minimum 0.120-inch- (3-mm-) diameter, barbed shank, sharp-pointed, with a minimum 3/8-inch- (9.5-mm-) diameter flat head and of sufficient length to penetrate 3/4 inch (19 mm) into solid wood decking or extend at least 1/8 inch (3 mm) through OSB or plywood sheathing.
1. Where nails are in contact with metal flashing, use nails made from same metal as flashing. C. Underlayment Nails: Staples.
3.4 METAL FLASHING AND TRIM
A. General: Comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."
1. Sheet Metal: Aluminum.
B. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of the item.
PART 4 - EXECUTION
4.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
1. Examine roof sheathing to verify that sheathing joints are supported by framing and blocking or metal clips and that installation is within flatness tolerances.
2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and completely anchored; and that provision has been made for flashings and penetrations through asphalt shingles.
B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
4.2 UNDERLAYMENT INSTALLATION
A. General: Comply with underlayment manufacturer's written installation instructions applicable to products and applications indicated unless more stringent requirements apply.
B. Single-Layer Underlayment: Install on roof deck parallel with and starting at the eaves. Lap sides a minimum of 2 inches (50 mm) over underlying course. Lap ends at a minimum of 4 inches (100 mm). Stagger end laps between succeeding courses at least 72 inches (1830 mm). Fasten with felt underlayment staples.
1. Install underlayment on roof deck not covered by self-adhering sheet underlayment. Lap sides of felt over self-adhering sheet underlayment not less than 3 inches (75 mm) in direction to shed water. Lap ends of felt not less than 6 inches (150 mm) over self-adhering sheet underlayment.
2. Install fasteners at no more than 36 inch (900 mm) o.c.
C. Self-Adhering Sheet Underlayment: Install, wrinkle free, on roof deck. Comply with lowtemperature installation restrictions of underlayment manufacturers if applicable. Install at valleys and eaves, lapped in direction to shed water. Lap sides not less than 3-1/2 inches (89 mm). Lap ends not less than 6 inches (150 mm) staggered 24 inches (600 mm) between courses. Roll laps with roller. Cover underlayment within seven days.
4.3 METAL FLASHING INSTALLATION
A. General: Install metal flashings and other sheet metal to comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."
1. Install metal flashings according to recommendations in ARMA's "Residential Asphalt Roofing Manual" and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."
B. Apron Flashings: Extend lower flange over and beyond each side of downslope asphalt shingles and up the vertical surface.
C. Step Flashings: Install with a headlap of 2 inches (50 mm) and extend over the underlying asphalt shingle and up the vertical surface. Fasten to roof deck only.
D. Rake Drip Edges: Install rake drip edge flashings over underlayment and fasten to roof deck.
E. Eave Drip Edges: Install eave drip edge flashings below underlayment and fasten to roof sheathing.
4.4 ASPHALT SHINGLE INSTALLATION
A. General: Install asphalt shingles according to manufacturer's written instructions, recommendations in ARMA's "Residential Asphalt Roofing Manual," and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."
B. Install starter strip along lowest roof edge, consisting of an asphalt shingle strip with self-sealing strip face up at roof edge.
1. Extend asphalt shingles 1/2 inch (13 mm) over fasciae at eaves and rakes.
2. Install starter strip along rake edge.
C. Install first and remaining courses of asphalt shingles stair-stepping diagonally across roof deck with manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure.
D. Fasten asphalt shingle strips with a minimum of six roofing nails located according to manufacturer's written instructions.
1. When ambient temperature during installation is below 50 deg F (10 deg C), seal asphalt shingles with asphalt roofing cement spots.
E. Ridge and Hip Cap Shingles: Maintain same exposure of cap shingles as roofing shingle exposure. Lap cap shingles at ridges to shed water away from direction of prevailing winds. Fasten with roofing nails of sufficient length to penetrate sheathing.
1. Fasten ridge cap asphalt shingles to cover ridge vent without obstructing airflow.
3.5 Stone repair
A. Inspect all stone caps on the brick gable sections of the roof making sure stones are structurally sound.
B Install new stone caps in two locations where the stones have blown off the building. Both sections are on the North and Northeast gables.
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