Permit Application Status

PRCOM20110068


In order to schedule inspections, you need to be signed in.

 / 

Note: You can collapse and expand individual sections by clicking the header of the section you wish to collapse/expand.

Summary
PRCOM20110068
Building Permit - Commercial
Voided
DEGOLAPIE CORPORATION
NEW COMMERCIAL
THIS IS A TEST PERMIT FOR ITS
01/18/2011
07/17/2011
09/30/2019
Locations
Contacts
DEGOLAPIE CORPORATION, Address:12017 MARIE CT  
TEST Construction, Address:220 SE Green  
Reviews
Review Type Outcome Est. Completion Date Completed
Fire Plan Review Approved 05/18/2011
sysadmin
Misc
Corrective Action Required
05/18/2011

test
Group A alarm activation
Resolved
05/18/2011

2006 IFC 907.2.1.1- System initiation in Group A occupancies with an occupant load of 1,000 or more. Activation of the fire alarm in Group A occupancies with an occupant load of 1,000 or more shall initiate a signal using an emergency voice/alarm communications system in accordance with NFPA 72. Exception: Where approved, the prerecorded announcement is allowed to be manually deactivated for a period of time, not to exceed 3 minutes, for the sole purpose of allowing a live voice announcement from an approved, constantly attended location.
Fire Plan Review Rejected 02/01/2011 05/18/2011
sysadmin
Misc
Corrective Action Required
05/18/2011

test
Group A alarm activation
Corrective Action Required
05/18/2011

2006 IFC 907.2.1.1- System initiation in Group A occupancies with an occupant load of 1,000 or more. Activation of the fire alarm in Group A occupancies with an occupant load of 1,000 or more shall initiate a signal using an emergency voice/alarm communications system in accordance with NFPA 72. Exception: Where approved, the prerecorded announcement is allowed to be manually deactivated for a period of time, not to exceed 3 minutes, for the sole purpose of allowing a live voice announcement from an approved, constantly attended location.
Fire Plan Review Rejected 02/01/2011 05/18/2011
sysadmin
Fire Plan Review Approved 02/01/2011 05/18/2011
sysadmin
Fire Plan Review Approved 05/18/2011
sysadmin
Misc
Corrective Action Required
05/18/2011

this is a test
Hydrant - Physical protection
Resolved
05/18/2011

2006 IFC 508.5.6- Physical protection. Where fire hydrants are subject to impact by a motor vehicle, guard posts or other approved means shall comply with Section 312.
Fire Plan Review Rejected 02/01/2011 05/18/2011
sysadmin
Misc
Corrective Action Required
05/18/2011

this is a test
Hydrant - Physical protection
Corrective Action Required
05/18/2011

2006 IFC 508.5.6- Physical protection. Where fire hydrants are subject to impact by a motor vehicle, guard posts or other approved means shall comply with Section 312.
Internal Plan Review (Res) Approved 01/18/2011
Mike Weisenborn
Sprinkler Plan Review Released for Construction 01/18/2011
Mike Weisenborn
Alarm Plan Review Released for Construction 01/18/2011
Mike Weisenborn
Final Development Plan Review Approved 02/01/2011 01/18/2011
Mike Weisenborn
License Tax Codes Approved 02/01/2011 01/18/2011
Mike Weisenborn
Building Plan Review Approved 02/01/2011 01/18/2011
Mike Weisenborn
Fire Plan Review Approved 02/01/2011 01/18/2011
Mike Weisenborn
Historical Preservation Review Approved 02/01/2011 01/18/2011
Mike Weisenborn
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Footing Inspection - Commercial Partial 06/18/2010
Driveway Inspection Passed 01/21/2011
Sidewalk Inspection Passed 01/24/2011
Gas Service Inspection - Commercial Failed 04/03/2012
Misc
Corrective Action Required
04/03/2012
This is a test
All Rough Inspection - Commercial Failed 2/1/2011 at 12:00 AM 04/03/2012
Misc
Corrective Action Required
04/03/2012
This is a big ole test
All Rough Inspection - Commercial Failed 2/1/2011 at 12:00 AM 04/03/2012
Misc
Corrective Action Required
04/03/2012
This is a big ole test
Rough Mechanical Inspection - Commercial Failed 04/03/2012
Misc
Corrective Action Required
04/03/2012
this is a test
Driveway Inspection Passed 03/20/2015
Sidewalk Inspection Passed 03/20/2015
Underslab Plumbing Inspection - Commercial Failed 05/28/2015
P3005.2.3 Underground drainage cleanouts
Corrective Action Required
05/28/2015
DRAINAGE SYSTEM. When installed in underground drains, cleanouts shall be extended vertically to or above finished grade either inside or outside the building.
Misc
Corrective Action Required
05/28/2015
this is a test
Above Ceiling Inspection Failed 05/28/2015
B1203.1 General
Corrective Action Required
05/28/2015
VENTILATION. Buildings shall be provided with natural ventilation in accordance with Section 1203.4, or mechanical ventilation in accordance with the International Mechanical Code.
B2303.4.1.7 Alterations to trusses
Corrective Action Required
05/28/2015
MINIMUM STANDARDS AND QUALITY. Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without written concurrence and approval of a registered design professional. Alterations resulting in the addition of loads to any member (e.g., HVAC equipment, water heater) shall not be permitted without verification that the truss is capable of supporting such additional loading.
Above Ceiling Inspection Partial 05/28/2015
B1203.1 General
Resolved
05/28/2015
VENTILATION. Buildings shall be provided with natural ventilation in accordance with Section 1203.4, or mechanical ventilation in accordance with the International Mechanical Code.
B2303.4.1.7 Alterations to trusses
Corrective Action Required
05/28/2015
MINIMUM STANDARDS AND QUALITY. Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without written concurrence and approval of a registered design professional. Alterations resulting in the addition of loads to any member (e.g., HVAC equipment, water heater) shall not be permitted without verification that the truss is capable of supporting such additional loading.
Above Ceiling Inspection Partial 04/19/2016
B2303.4.1.7 Alterations to trusses
Corrective Action Required
05/28/2015
MINIMUM STANDARDS AND QUALITY. Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without written concurrence and approval of a registered design professional. Alterations resulting in the addition of loads to any member (e.g., HVAC equipment, water heater) shall not be permitted without verification that the truss is capable of supporting such additional loading.
B2308.10.5 Purlins
Corrective Action Required
04/19/2016
CONVENTIONAL LIGHT-FRAME CONSTRUCTION. Purlins to support roof loads are permitted to be installed to reduce the span of rafters within allowable limits and shall be supported by struts to bearing walls. The maximum span of 2-inch by 4-inch (51 mm by 102 mm) purlins shall be 4 feet (1219 mm). The maximum span of the 2-inch by 6-inch (51 mm by 152 mm) purlin shall be 6 feet (1829 mm), but in no case shall the purlin be smaller than the supported rafter. Struts shall not be smaller than 2-inch by 4-inch (51 mm by 102 mm) members. The unbraced length of struts shall not exceed 8 feet (2438 mm) and the minimum slope of the struts shall not be less than 45 degrees (0.79 rad) from the horizontal.
Above Ceiling Inspection Partial 04/19/2016
B2303.4.1.7 Alterations to trusses
Corrective Action Required
04/19/2016
MINIMUM STANDARDS AND QUALITY. Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without written concurrence and approval of a registered design professional. Alterations resulting in the addition of loads to any member (e.g., HVAC equipment, water heater) shall not be permitted without verification that the truss is capable of supporting such additional loading.
B2308.10.5 Purlins
Corrective Action Required
04/19/2016
CONVENTIONAL LIGHT-FRAME CONSTRUCTION. Purlins to support roof loads are permitted to be installed to reduce the span of rafters within allowable limits and shall be supported by struts to bearing walls. The maximum span of 2-inch by 4-inch (51 mm by 102 mm) purlins shall be 4 feet (1219 mm). The maximum span of the 2-inch by 6-inch (51 mm by 152 mm) purlin shall be 6 feet (1829 mm), but in no case shall the purlin be smaller than the supported rafter. Struts shall not be smaller than 2-inch by 4-inch (51 mm by 102 mm) members. The unbraced length of struts shall not exceed 8 feet (2438 mm) and the minimum slope of the struts shall not be less than 45 degrees (0.79 rad) from the horizontal.
Above Ceiling Inspection Partial 04/19/2016
B2303.4.1.7 Alterations to trusses
Corrective Action Required
04/19/2016
MINIMUM STANDARDS AND QUALITY. Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without written concurrence and approval of a registered design professional. Alterations resulting in the addition of loads to any member (e.g., HVAC equipment, water heater) shall not be permitted without verification that the truss is capable of supporting such additional loading.
B2308.10.5 Purlins
Corrective Action Required
04/19/2016
CONVENTIONAL LIGHT-FRAME CONSTRUCTION. Purlins to support roof loads are permitted to be installed to reduce the span of rafters within allowable limits and shall be supported by struts to bearing walls. The maximum span of 2-inch by 4-inch (51 mm by 102 mm) purlins shall be 4 feet (1219 mm). The maximum span of the 2-inch by 6-inch (51 mm by 152 mm) purlin shall be 6 feet (1829 mm), but in no case shall the purlin be smaller than the supported rafter. Struts shall not be smaller than 2-inch by 4-inch (51 mm by 102 mm) members. The unbraced length of struts shall not exceed 8 feet (2438 mm) and the minimum slope of the struts shall not be less than 45 degrees (0.79 rad) from the horizontal.
All Rough Inspection - Commercial Failed 12/1/2016 12/1/2016 at 12:46 PM 12/01/2016
Documents & Images
Date Uploaded File Type Document Name
04/03/2012 Letter Inspection Summary
04/03/2012 Letter Inspection Summary
04/03/2012 Letter Inspection Summary
04/03/2012 Letter Inspection Summary
04/03/2012 Letter Inspection Summary
04/04/2012 Letter Inspection Summary
04/04/2012 Letter Inspection Summary
04/04/2012 Letter Inspection Summary
05/15/2012 Letter Inspection Summary
05/15/2012 Letter Inspection Summary
02/06/2013 Letter Inspection Summary
02/13/2013 Letter Inspection Summary
01/07/2015 Letter Inspection Summary
01/07/2015 Letter Inspection Summary
01/07/2015 Letter Codes Building Permit
01/07/2015 Letter Inspection Summary
03/15/2017 Letter Inspection Summary
Upload Documents

Guidelines For Electronically Submitting Documents:

  • Submitted documents should be under 100MB in size.
  • Accepted file extensions:
    • pdf, jpg, xls, doc, xlsx, docx, dwg
  • All plans shall be to scale.
  • Recommended naming conventions:
    • Keep filename consistent.
    • Avoid the use of non-friendly filenames. (ex. k9dk38fj3.pdf)
    • Avoid inappropriate language in filenames.
  • Submitted documents will be stamped at the conclusion of the review.
    • The stamp will be placed in the upper right hand corner of the document. It is recommeded that this area, to the extent possible, be left blank so that no information is lost when the the stamp is applied.
Remember to click the Upload Document button. If you are applying for a New permit, make sure to click the "next step" button after you have completed the upload of documents

Select any documents you wish to provide:





Portal Home