Frazier , Chester , and Britta Pkwy - Roof , Gutter , Soffit and Fascia Replacement
Sector: Wind • Location: Wisconsin, United States of America
Source: Wisconsin Purchasing Group
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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Participants
| Not available for this record. |
Status
Original status | closed |
Taiyo status | Closed |
Taiyo last update | 2026-11-03 |
Contact
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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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