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Frazier , Chester , and Britta Pkwy - Roof , Gutter , Soffit and Fascia Replacement

Sector: Wind • Location: Wisconsin, United States of America

Source: Wisconsin Purchasing Group

Tender
Closed

2 DESCRIPTION OF SERVICES / COMMODITIES Project Location : 2506 - 2528 Frazier , 4338 - 4360 Britta Pkwy , 7005 - 7015 Chester , 7006 - 7012 Chester , and 7014 - 7024 Chester Madison , Wisconsin Project Type : Residential Roof , Gutter , Soffit & Fascia Replacement Code Compliance : Wisconsin Uniform Dwelling Code ( UDC ) & City of Madi

Status
Closed
Sector
Wind, Metal, Steel, Water Supply and Storage, Residential, Road
Location
Wisconsin, United States of America
Updated
3 Nov 2026
Source
Wisconsin Purchasing Group

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The tender “Frazier , Chester , and Britta Pkwy - Roof , Gutter , Soffit and Fascia Replacement” is a tender record in Taiyo, linked to the Wind sector. It is issued for works, goods, or services related to Wisconsin, United States of America.

Participants

Not available for this record.

Status

Original status

closed

Taiyo status

Closed

Taiyo last update

2026-11-03

Contact

Not available for this record.

Description

Description

2 DESCRIPTION OF SERVICES / COMMODITIES Project Location : 2506 - 2528 Frazier , 4338 - 4360 Britta Pkwy , 7005 - 7015 Chester , 7006 - 7012 Chester , and 7014 - 7024 Chester Madison , Wisconsin Project Type : Residential Roof , Gutter , Soffit & Fascia Replacement Code Compliance : Wisconsin Uniform Dwelling Code ( UDC ) & City of Madison requirements 2 . 1 Roof Replacement – Architectural Asphalt Shingles Tear - Off • Remove existing roofing materials down to structural deck . • Dispose of debris per local regulations . • Perform magnetic sweep of grounds and driveway . Roof Deck Requirements • Roof sheathing shall be minimum 7 / 16 " OSB or 1 / 2 " plywood , APA rated . • Replace deteriorated decking to match existing thickness . • Fasten decking per IRC Table R602 . 3 ( 1 ): o 8d ring - shank nails o 6 " O . C . at panel edges o 12 " O . C . in field Ice Barrier ( Cold Climate Compliance ) • Self - adhering polymer - modified bitumen membrane complying with : o ASTM D1970 • Install from eave edge to minimum 24 " inside interior heated wall line ( typically 6 ’ from eave in Wisconsin ). • Install in valleys and around penetrations . Underlayment • Synthetic underlayment meeting : o ASTM D226 Type II ( if felt alternative ) o ASTM D4869 • Mechanically fastened per manufacturer specs . • Horizontal laps minimum 4 ". • Vertical laps minimum 6 ". Drip Edge • Pre - finished aluminum drip edge complying with : o IRC R905 . 2 . 8 . 5 • Install at eaves and rakes . • Fasten 12 " O . C . • Overlap joints minimum 2 ". Flashing • Step flashing : 26 - gauge galvanized steel minimum . • Valley metal ( if used ): 24 - gauge galvanized or prefinished steel . • Plumbing boots : neoprene . • All flashing metal to comply with ASTM A653 ( galvanized steel ). Architectural Asphalt Shingles Material Standard Shingles shall comply with : • ASTM D3462 ( Asphalt Shingles ) • ASTM D7158 Class H ( Wind Resistance 150 mph ) OR • ASTM D3161 Class F ( 110 mph minimum ) • ASTM E108 Class A Fire Rating Approved Manufacturers ( or equivalent ): • GAF • CertainTeed For a 2 : 12 to 3 : 12 pitch , asphalt shingles are acceptable only if installed with full - coverage iceand - water shield underlayment Fastening Schedule • Minimum 6 nails per shingle . • Nails shall be : o 11 – 12 gauge galvanized steel o 3 / 8 " minimum head diameter o Length sufficient to penetrate 3 / 4 " into deck or through sheathing . • Placement per manufacturer ’ s high - wind zone pattern .

Location

Country

United States of America (USA)

State

Wisconsin

Source

Source

Wisconsin Purchasing Group

URL

More Details

Record type

Tender

Sector

Wind, Metal, Steel, Water Supply and Storage, Residential, Road

Article published date

2026-05-06

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