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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
 Date: July 15, 2004Permit status: Closed | Permit id: 04-01466 | |||||
Mechanical Date: February 28, 2003Permit status: Closed | Permit id: 03-00848 | |||||
| Date: February 28, 2001 Permit status: Closed | Permit id: 01-00414 | |||||
Enclose existing deck; front setbacks to be measured from the existing right of way line. Side and rear setbacks are to be measured from property lines. Setbacks also apply to porches, decks, etc.; call maro slaughter at redacted phone number to schedule inspection. All subcontractors shall contact building safety (redacted phone number) to activate electrical, plumbing & mechanical permits. See comments. Additional pier required and ee-1 through ee-8 requires a design seal from a licensed design profess- ional from north carolina. Date: February 28, 2001Permit type: Res: addition | Permit status: Closed | Permit id: 01-00414 | Parcel: 16358 | |||||
Comment date: wed may 05 00:00: edt 2004 - 5/5/04 9:02: am stand alone driveway for strong residence;scc; comment date: wed aug 04 00:00: edt 2004 - 1. Driveway must be located at least 5 from property Client: Strong | Permit type: Planning - historical | Permit status: Closed | Current use: Historical | Permit id: 04-02062 | Parcel: 16358 | |||||
Enclose existing deck; front setbacks to be measured from the existing right of way line. Side and rear setbacks are to be measured from property lines. Setbacks also apply to porches, decks, etc.; call maro slaughter at redacted phone number to schedule inspection. All subcontractors shall contact building safety (redacted phone number) to activate electrical, plumbing & mechanical permits. See comments. Additional pier required and ee-1 through ee-8 requires a design seal from a licensed design profess- ional from north carolina. Permit type: Res: addition | Permit status: Closed | Permit id: 01-00414 | Parcel: 16358 | |||||
5/5/04 9:02: am stand alone driveway for strong residence;scc; 1. Driveway must be located at least 5 from property line. 2. Entrance apron for driveway access shall be constructed of concrete or asphalt. 3. Driveway access apron must be constructed in accordance with detail 3. 15 from the city of asheville standard specifications manual, with the acception of the width (23 allowed for handicapped access) 4. Inspector must be called 48 hours prior to pouring of the driveway access apron for an inspection of the forms. 5. Inspector for this project is danny guthrie and he can be reached at redacted phone number (office) or redacted phone number (cell). 6. Total width cannot exceed 25 wide at the edge of the roadway. This measurement includes the radius. 7. Radius must be no greater than 42 (3. 5 feet). 8. There will be one entrance constructed. 9. Culvert may be required for positive drainage across the property. Permit type: Planning - historical | Permit status: Closed | Permit id: 04-02062 | Parcel: 16358 | |||||
5/5/04 9:02: am stand alone driveway for strong residence;scc; comment date: wed aug 04 00:00: edt 2004 - 1. Driveway must be located at least 5 from property Date: December 30, 2004Client: Strong | Permit type: Planning - historical | Permit status: Closed | Current use: Historical | Permit id: 04-02062 | Parcel: 16358 | |||||
Historical Date: July 15, 2004 Value: $9,000Permit status: Closed | Permit id: 04-01466 | |||||
Residential Date: February 28, 2001Value: $14,000Permit status: Closed | Permit id: 01-00414 | |||||
SCORE 75 Comment date: mon jan 29 00:00: est 2001 - enclose existing deck; comment date: tue feb 06 00:00: est 2001 - front setbacks to be measured from the existing right of way line. Side and rear setbacks a Client: Strong-Enclose Deck | Permit type: Res: addition | Permit status: Closed | Current use: Residential | Permit id: 01-00414 | Parcel: 16358 | |||||
SCORE 100 Comment date: fri feb 28 00:00: est 2003 - run fuel line and connect logs;fax;cah;call joe chennault for inspections redacted phone number;2/28/03 3:27:07 pm Date: February 28, 2003 Contractor: Public Service Co Of NcClient: Rice | Permit type: Com: mechanical | Permit status: Closed | Current use: Commercial | Permit id: 03-00848 | Parcel: 16358 | |||||
SCORE 98 Comment date: mon jan 29 00:00: est 2001 - enclose existing deck; comment date: tue feb 06 00:00: est 2001 - front setbacks to be measured from the existing right of way line. Side and rear setbacks a Client: Strong-Enclose Deck | Permit type: Res: addition | Permit status: Closed | Current use: Residential | Permit id: 01-00414 | Parcel: 16358 | |||||
5 5 04 9:02: am stand alone driveway for strong residence;scc; comment date: wed aug 04 00:00: edt 2004 - 1. Driveway must be located at least 5 from property Date: December 30, 2004Client: Strong | Permit type: Planning - historical | Permit status: Closed | Current use: Historical | Permit id: 04-02062 | Parcel: 16358 | |||||
SCORE 95 Single family deck. Lcs; 7/15/04 10:21:05 am; single family deck addition. Issued by ssb.; setbacks along street right of ways must be measured from the street right of way line or the street, whichever is closest to the property. All other setbacks are to be measured from the property boundary lines. Setbacks also apply such items as porches, decks, patios, etc.; building comments: refer to your approved plans and plan review checklist for written comments regarding code-related issues or corrections. The approved plans and review comments shall be maintained at the jobsite for all inspections. Inspectors need to see your plans when making their inspections. The permit is required to be posted at the jobsite at all times in a conspicuous weathertight location or container that is accessible to the city inspectors. Any new footings are required to be inspected and approved by the building inspector before the concrete is plac Client: Strong Deck | Permit type: Permits - historical | Permit status: Closed | Current use: Historical | Permit id: 04-01466 | Parcel: 16358 | |||||
5 5 04 9:02: am stand alone driveway for strong residence;scc; 1. Driveway must be located at least 5 from property line. 2. Entrance apron for driveway access shall be constructed of concrete or asphalt. 3. Driveway access apron must be constructed in accordance with detail 3. 15 from the city of asheville standard specifications manual, with the acception of the width (23 allowed for handicapped access) 4. Inspector must be called 48 hours prior to pouring of the driveway access apron for an inspection of the forms. 5. Inspector for this project is danny guthrie and he can be reached at redacted phone number (office) or redacted phone number (cell). 6. Total width cannot exceed 25 wide at the edge of the roadway. This measurement includes the radius. 7. Radius must be no greater than 42 (3. 5 feet). 8. There will be one entrance constructed. 9. Culvert may be required for positive drainage across the property. Date: December 30, 2004Permit type: Planning - historical | Permit status: Closed | Permit id: 04-02062 | Parcel: 16358 |
