Permit Application Status

PRRES20183861


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Summary
PRRES20183861
Building Permit - Residential
Voided
CITY OF LEES SUMMIT
NEW SINGLE FAMILY
TEST PERMIT
11/12/2018
04/19/2019
Locations
Contacts
TEST BUSINESS, Address:555 oak, Phone:(555) 555-5555  
CITY OF LEES SUMMIT, Address:PO BOX 1600  
Reviews
Review Type Outcome Est. Completion Date Completed
Residential Plan Review Approved 11/14/2018 11/12/2018
sysadmin
Plot Plan Review Approved 11/14/2018 11/12/2018
sysadmin
Fees
Paid Fees Amount Paid Owing Date Paid
9110078-Valuation Fee New Single Family $0.00 $0.00 $0.00 N/A
Outstanding Fees Amount Paid Owing Date Paid
9110073-Right of Way Permit Fee $80.00 $0.00 $80.00 Not Paid
Totals: $80.00 $0.00 $80.00
Total Amount Payable Online: $0.00 $0.00 $0.00



(None of the fees owing can be paid online)
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Footing Inspection - Residential Passed 11/12/2018
All Rough Inspection - Residential Passed 11/13/2018
Electrical Service Inspection Passed 11/13/2018
Water Service Inspection - R Passed 11/13/2018
Gas Piping Inspection - Residential Passed 11/13/2018
Sewer Service Inspection - R Failed 11/13/2018
Miscellaneous Correction
Corrective Action Required
11/13/2018
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Underslab Plumbing Inspection - Residential Failed 11/13/2018
R310.1 Emergency escape and rescue required
Corrective Action Required
11/13/2018
EMERGENCY ESCAPE AND RESCUE OPENINGS. AMENDED 7-909. Any new basement or basement addition constructed on or after July 8th, 2007 and every sleeping room shall have at least one operable emergency and rescue opening. Such opening shall open directly into a public street, public alley, yard or court. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (1118 mm) above the floor or adjacent interior standing surface. The adjacent interior standing surface shall be permanent in nature; the full width of the opening; consist of a minimum (10) ten inch tread; have a maximum rise of (7 3/4) seven and three-quarter inches. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. Exception: Basements used only to house mechanical equipment and not exceeding total floor area of 200 square feet (18.58 m2).
Footing Inspection - Residential Failed 02/14/2023
R403.1.1.2 Column Pads
Corrective Action Required
02/14/2023
no clearance FOOTINGS. ADDED 7-920. Column pads shall be a minimum of 24 inches by 24 inches and 8 inches deep (24” x 24” x 8”). Reinforcement shall consist of a minimum of three No. 4 bars each way, uniformly spaced, within each column pad.
R402.2 Concrete
Corrective Action Required
02/14/2023
FOUNDATION. Concrete shall have a minimum specified compressive strength of , as shown in Table R402.2. Concrete subject to moderate or --- failed beacuse of cleant
R506.2 Site preparation
Corrective Action Required
02/14/2023
CONCRETE FLOORS (ON GROUND). The area within the foundation walls shall have all vegetation, top soil and foreign material removed.
Misc
Corrective Action Required
02/14/2023
fire east wall - sdgsgsg = = install outlet under stia 1. fire mast 2. oult me a -
Footing Inspection - Residential Passed 02/14/2023
R403.1.1.2 Column Pads
Resolved
02/14/2023
no clearance FOOTINGS. ADDED 7-920. Column pads shall be a minimum of 24 inches by 24 inches and 8 inches deep (24” x 24” x 8”). Reinforcement shall consist of a minimum of three No. 4 bars each way, uniformly spaced, within each column pad. ok fixed the master, no change in the great room. NOT ADDRESSED.. NO CHAGNE ON 4/14
R402.2 Concrete
Resolved
02/14/2023
FOUNDATION. Concrete shall have a minimum specified compressive strength of , as shown in Table R402.2. Concrete subject to moderate or --- failed beacuse of cleant, CLEARANCE OK,KNOW FIRE STOP.
R506.2 Site preparation
Resolved
02/14/2023
CONCRETE FLOORS (ON GROUND). The area within the foundation walls shall have all vegetation, top soil and foreign material removed.
Misc
Resolved
02/14/2023
fire east wall - sdgsgsg = = install outlet under stia 1. fire mast 2. oult me a -
Suspended Slab Inspection Passed 02/14/2023
R506 CONCRETE FLOORS (ON GROUND)
Informational
02/14/2023
Underslab Electrical Inspection - Residential Failed 2/14/2023 02/14/2023
Misc
Corrective Action Required
02/14/2023
test failed
Underslab Electrical Inspection - Residential Failed 2/14/2023 02/14/2023
Misc
Corrective Action Required
02/14/2023
test failed SDFFHSTH BWRTH NWRTH RTH SRTJH
Documents & Images
Date Uploaded File Type Document Name
11/13/2018 Letter INSPECTION SUMMARY
11/13/2018 Letter INSPECTION SUMMARY
11/13/2018 Letter INSPECTION SUMMARY
11/13/2018 Letter INSPECTION SUMMARY
04/19/2019 1stInspectionReport
04/19/2019 PortalHelp
04/19/2019 Safety Training Certificate
04/19/2019 Inspection Summary
02/14/2023 Letter INSPECTION SUMMARY
02/14/2023 Letter INSPECTION SUMMARY
02/14/2023 Letter INSPECTION SUMMARY
02/14/2023 Letter INSPECTION SUMMARY
02/14/2023 Letter INSPECTION SUMMARY
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