Permit Application Status

PRCOM20231975


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Summary
PRCOM20231975
Building Permit - Commercial
Temporary Occupancy
TAILOR MADE INDUSTRIES LLC
NEW COMMERCIAL
TAILORMADE LANDING - FIELD HOUSE - NEW SINGLE STORY BUILDING WITH MEZZANINE HOUSING AN ATHELTIC CLUB FOR SPORTS TRAINING AND GAMES
05/03/2023
04/24/2024
02/07/2024
Locations
Contacts
TAILOR MADE INDUSTRIES LLC, Address:1600 SE HAMBLEN RD  
TAILOR MADE EXTERIORS LLC, Address:Attn: Rick and Rachel Mullin, Phone:(816) 347-8328  
Bross HVAC L.L.C., Address:7805 E 227th street  
PRO CIRCUIT, Address:4925 DERAMUS AVE , Phone:(816) 474-9292  
CENTURY PLUMBING, Address:14001 CENTURY LN, Phone:(816) 765-6066  
COLLINS WEBB ARCHITECTURE LLC, Address:307 SW MARKET ST, Unit B, Phone:(816) 249-2270  
Alpha Omega Geotech Inc, Address:1701 State Ave  
Rick Mullin - Tailor Made Exteriors, Phone:(816) 918-5640  
Reviews
Review Type Outcome Est. Completion Date Completed
Sprinkler Plan Review Rejected 09/04/2024 09/23/2024
Craig Hill
Miscellaneous Correction
Corrective Action Required
09/23/2024

507.5.1.1 Hydrant for stanpipe systems. Buildings equipped with a standpipe system installed in accordance with section 905 shall have a fire hydrant within 100 feet of the fire department connections. Corrective Action: FDC needs to be 100' or less to a fire hydrant.
Miscellaneous Correction
Corrective Action Required
09/23/2024

Sidewall spray sprinklers for the overhead door are required if the door will be open in a horizontal configuration.
Alarm Plan Review Released for Construction 08/09/2024 08/07/2024
Craig Hill
Miscellaneous Correction
Corrective Action Required
08/02/2024

Action Required: Change the notification in rooms 121, 119, 126, and 128 to a strobe light only.
Alarm Plan Review Rejected 07/23/2024 07/23/2024
Craig Hill
Miscellaneous Correction
Corrective Action Required
07/23/2024

Action Required: Change the notification in rooms 121, 119, 126, and 128 to a strobe light only.
Building Plan Review Approved with Conditions 04/03/2024 04/24/2024
Joe Frogge
Miscellaneous Correction
Informational
04/24/2024

A one-time impact fee in the form of a license tax must be collected before occupancy can be granted. Action required: Comment is for informational purposes. License tax fee due anticipated to be $268,116.75 6/27/23 - acknowledged in letter
Final Development Plan
Resolved
04/24/2024

The building permit for this project cannot be issued until the Development Services Department has received, approved, and processed the Final Development Plan. Action required: Comment is informational. 6/27/23 - acknowledged in letter 7/3/23 - PDP now required also 8/4/23 - acknowledged in letter
Health Dept Inspection
Corrective Action Required
03/27/2024

For the Health Department inspection contact Deb Sees with the Jackson County Public Works Department, Environmental Health Division at (816) 847-7070. Health Department approval is required prior to receiving any type of Occupancy from the City of Lee's Summit. Action required: Comment is informational. 6/27/23 - acknowledged in letter
IBC 502.1 - Address Identification
Resolved
04/01/2024

2018 IBC 502.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches high with a minimum stroke width of ½ inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address identification shall be maintained. Action required: Comment is informational. An address for this building has not yet been assigned. We will inform you when the decision has been made. 6/27/23 - acknowledged in letter 2/6/24 - Address has been assigned as 1550 SE Hamblen Rd. Please update your documents and inform your clients.
Engineered truss package
Corrective Action Required
03/27/2024

Copies of the engineered truss package were not provided at the time of permit application. Action required: Provide pre-engineered metal building, and bleacher design packages or request deferral. 6/27/23 - deferred per request
ICC A117.1 303 Changes in Level
Corrective Action Required
03/27/2024

ICC A117.1 Section 303 Changes in Level 303.1 General. Changes in level in floor surfaces hall comply with Section 303. Action required: Comment is informational. Any vendor/client provided flooring to be compliant. To be field verified. 6/27/23 - acknowledged in letter
Planning - Screening of rooftop equipment
Corrective Action Required
03/27/2024

Unified Development Ordinance Article 8, Section 8.180.E Roof mounted equipment – All roof-mounted equipment shall be screened entirely from view by using parapet walls at the same height as the mechanical units. For additions to existing buildings that do not meet this standard, individual screens will be permitted, with the design subject to approval by the Director. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. 7/3/23 - to be addressed at PDP/FDP **Will be verified at inspections.
Health Dept Review
Resolved
04/11/2024

**Comment added 4/1/04 due to new layout** For the Health Department review contact Deb Sees with the Jackson County Public Works Department, Environmental Services Division, at (816) 797-7162. Health Department approval is required prior to receiving any type of building permit from the City of Lee's Summit. Action required: Comment is informational.
Final Development Plan Review Approved 04/25/2024 04/24/2024
Scott Ready
Health Department Review Approved 04/11/2024
Joe Frogge
Fire Plan Review Approved with Conditions 04/03/2024 04/03/2024
Jim Eden
Construction documents for fire alarm systems
Partial Correction
03/27/2024

2018 IFC 907.1.1- Construction documents. Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not be limited to, all of the following: 1. .A floor plan which indicates the use of all rooms. 2. Locations of alarm-initiating and notification appliances. 3. Alarm control and trouble signaling equipment. 4. Annunciation. 5. Power connection. 6. Battery calculations. 7. Conductor type and sizes. 8. Voltage drop calculations. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. Provide shop drawings for emergency voice/alarm communications system in accordance with Section 907.5.2.2. review and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Type I hood - Where required
Corrective Action Required
03/27/2024

2018 IFC 609.2- Where required. A Type I hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. 7/3/2023 Provide plans for hood suppression system and system devices. 4/3/2024- Will the hood for the pizza oven be Type 1 or Type 2? Do the specs for the oven call for type 1 protection due to grease laden vapor?
Construction documents - Fire protection systems
Partial Correction
03/27/2024

2018 IFC 901.2- Construction documents. The fire code official shall have the authority to require construction documents and calculations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. Provide shop drawings for review and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Installation acceptance testing
Informational
03/27/2024

2018 IFC 901.5- Installation acceptance testing. Fire detection and alarm systems, fire-extinguishing systems, fire hydrant systems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appurtenances thereto shall be subject to acceptance tests as contained in the installation standards and as approved by the fire code official. The fire code official shall be notified before any required acceptance testing. The fire code official shall be notified 48 hours before any required acceptance test. All life safety systems shall be tested and operable prior to scheduling a the occupancy inspection.
Hydrant required
Resolved
04/03/2024

2018 IFC 508.5.1 -Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Exceptions: 1. For Group R-3 and Group U occupancies, the distance requirement shall be 600 feet (183 m). Action required- Provide a hydrant to meet this requirement and get approval of the Final Development Plan.
Miscellaneous Correction
Corrective Action Required
04/03/2024

5307.3 Insulated liquid carbon dioxide systems used in beverage dispensing applications. Insulated liquid carbon dioxide systems with more than 100 pounds (45.4 kg) of carbon dioxide used in beverage dispensing applications shall comply with Section 5307.3.1. 5307.3.1 Ventilation. Where insulated liquid carbon dioxide storage tanks, cylinders, piping and equipment are located indoors, rooms or areas containing storage tanks, cylinders, piping and equipment, and other areas where a leak of carbon dioxide is expected to ccumulate, shall be provided with mechanical ventilation in accordance with Section 5004.3 and designed to maintain the room containing carbon dioxide at a negative pressure in relation to the surrounding area. Exception: A gas detection system complying with Section 5307.3.2 shall be permitted in lieu of mechanical ventilation. 5307.3.2 Gas detection system. Where ventilation is not provided in accordance with Section 5307.3.1, a gas detection system shall be provided in rooms or indoor areas and in below-grade outdoor locations with insulated carbon dioxide systems. Carbon dioxide sensors shall be provided within 12 inches (305 mm) of the floor in the area where the gas is expected to accumulate or other approved locations. The system shall be designed as follows: 1. Activates an audible and visible supervisory alarm at a normally attended location upon detection of a carbon dioxide concentration of 5,000 ppm (9000 mg/m3). 2. Activates an audible and visible alarm within the room or immediate area where the system is installed upon detection of a carbon dioxide concentration of 30,000 ppm (54 000 mg/m3). Action required- The kitchen plans call out a CO2 tank, but not its size. If 100 pounds or more detection is required, usually provided by the vendor. Provide if indicated. Verified at inspection.
Licensed Contractors Approved 04/03/2024 04/01/2024
Joe Frogge
Fire Plan Review Rejected 08/10/2023 08/10/2023
Jim Eden
Construction documents for fire alarm systems
Partial Correction
08/03/2023

2018 IFC 907.1.1- Construction documents. Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not be limited to, all of the following: 1. .A floor plan which indicates the use of all rooms. 2. Locations of alarm-initiating and notification appliances. 3. Alarm control and trouble signaling equipment. 4. Annunciation. 5. Power connection. 6. Battery calculations. 7. Conductor type and sizes. 8. Voltage drop calculations. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. Provide shop drawings for emergency voice/alarm communications system in accordance with Section 907.5.2.2. review and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Type I hood - Where required
Corrective Action Required
08/03/2023

2018 IFC 609.2- Where required. A Type I hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. 7/3/2023 Provide plans for hood suppression system and system devices.
Construction documents - Fire protection systems
Partial Correction
08/03/2023

2018 IFC 901.2- Construction documents. The fire code official shall have the authority to require construction documents and calculations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. Provide shop drawings for review and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Installation acceptance testing
Informational
08/03/2023

2018 IFC 901.5- Installation acceptance testing. Fire detection and alarm systems, fire-extinguishing systems, fire hydrant systems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appurtenances thereto shall be subject to acceptance tests as contained in the installation standards and as approved by the fire code official. The fire code official shall be notified before any required acceptance testing. The fire code official shall be notified 48 hours before any required acceptance test. All life safety systems shall be tested and operable prior to scheduling a the occupancy inspection.
Hydrant required
Corrective Action Required
08/10/2023

2018 IFC 508.5.1 -Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Exceptions: 1. For Group R-3 and Group U occupancies, the distance requirement shall be 600 feet (183 m). Action required- Provide a hydrant to meet this requirement and get approval of the Final Development Plan.
Building Plan Review Rejected 08/10/2023 08/04/2023
Joe Frogge
Miscellaneous Correction
Corrective Action Required
08/03/2023

A one-time impact fee in the form of a license tax must be collected before occupancy can be granted. Action required: Comment is for informational purposes. License tax fee due anticipated to be $268,116.75 6/27/23 - acknowledged in letter
Final Development Plan
Corrective Action Required
08/03/2023

The building permit for this project cannot be issued until the Development Services Department has received, approved, and processed the Final Development Plan. Action required: Comment is informational. 6/27/23 - acknowledged in letter 7/3/23 - PDP now required also 8/4/23 - acknowledged in letter
Health Dept Inspection
Corrective Action Required
08/03/2023

For the Health Department inspection contact Deb Sees with the Jackson County Public Works Department, Environmental Health Division at (816) 847-7070. Health Department approval is required prior to receiving any type of Occupancy from the City of Lee's Summit. Action required: Comment is informational. 6/27/23 - acknowledged in letter
IBC 502.1 - Address Identification
Corrective Action Required
08/03/2023

2018 IBC 502.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches high with a minimum stroke width of ½ inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address identification shall be maintained. Action required: Comment is informational. An address for this building has not yet been assigned. We will inform you when the decision has been made. 6/27/23 - acknowledged in letter 2/6/24 - Address has been assigned as 1550 SE Hamblen Rd. Please update your documents and inform your clients.
Engineered truss package
Corrective Action Required
08/03/2023

Copies of the engineered truss package were not provided at the time of permit application. Action required: Provide pre-engineered metal building, and bleacher design packages or request deferral. 6/27/23 - deferred per request
ICC A117.1 904.3 Sales and Service Counters
Resolved
08/04/2023

ICC A117.1 Section 904.3 Sales and service counters and windows. Sales and service counters and windows shall comply with Section 904.3.1 and either 904.3.2 or 904.3.3. Where counters are provided, the accessible portion of the countertop shall extend the same depth as the public portion of the sales and service countertop provided for standing customers. (see code for exception) 904.3.1 Vertical barriers. At service windows or service counters, any vertical barrier between service personnel and customers shall be at a height of 43 inches maximum above the floor. (see code for exception regarding security glazing) 904.3.2 Parallel Approach. A portion of the public use side of the counter surface 36 inches minimum in length and 26 inches minimum and 36 inches maximum in height above the floor shall be provided. A clear floor space positioned for a parallel approach adjacent to the accessible counter shall be provided. The space between the accessible counter surface and any projecting objects above the accessible counter shall be 12 inches minimum. (see code for exception) 904.3.3 Forward Approach. A portion of the public use side of the counter surface 30 inches minimum in length and 36 inches maximum in height above the floor shall be provided. A clear floor space positioned for a forward approach to the accessible counter shall be provided. Knee and toe clearance complying with Section 306 shall be provided under the accessible counter. The space between the accessible counter surface and any projecting objects above the accessible counter shall be 12” minimum. Action required: Check-in desks in Vestibules 101 & 118 must have at least 3 linear feet of accessible space at a maximum of 36" tall. To be field verified. 6/27/23 - acknowledged in letter
ICC A117.1 303 Changes in Level
Corrective Action Required
08/03/2023

ICC A117.1 Section 303 Changes in Level 303.1 General. Changes in level in floor surfaces hall comply with Section 303. Action required: Comment is informational. Any vendor/client provided flooring to be compliant. To be field verified. 6/27/23 - acknowledged in letter
Planning - Screening of rooftop equipment
Corrective Action Required
08/03/2023

Unified Development Ordinance Article 8, Section 8.180.E Roof mounted equipment – All roof-mounted equipment shall be screened entirely from view by using parapet walls at the same height as the mechanical units. For additions to existing buildings that do not meet this standard, individual screens will be permitted, with the design subject to approval by the Director. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. 7/3/23 - to be addressed at PDP/FDP
NEC Article 110.26 (C)(2) Large equipment
Resolved
08/04/2023

2017 NEC Article 110.26 (C)(3) Personnel Doors. Where equipment rated 800 A or more that contains overcurrent devices, switching devices, or control devices is installed and there is a personnel door(s) intended for entrance to and egress from the working space less than 25 feet from the nearest edge of the working space, the door(s) shall open in the direction of egress and be equipped with panic hardware. Action required: Revise design to show doors out of Storage 107 swing outward and have panic hardware. 6/27/23 - swing changed. panic hardware noted in letter but unable to find on plan.
Licensed Contractors Approved 08/10/2023 08/04/2023
Joe Frogge
Building Plan Review Rejected 07/03/2023 07/03/2023
Joe Frogge
Miscellaneous Correction
Corrective Action Required
06/26/2023

A one-time impact fee in the form of a license tax must be collected before occupancy can be granted. Action required: Comment is for informational purposes. License tax fee due anticipated to be $268,116.75 6/27/23 - acknowledged in letter
Final Development Plan
Corrective Action Required
06/26/2023

The building permit for this project cannot be issued until the Development Services Department has received, approved, and processed the Final Development Plan. Action required: Comment is informational. 6/27/23 - acknowledged in letter 7/3/23 - PDP now required also
IBC 1704.2 Special Inspections
Resolved
06/27/2023

2018 IBC 1704.2 Special inspections. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner’s agent shall employ one or more approved agencies to perform inspections during construction on the types of work listed under Section 1705. These inspections are in addition to the inspections identified in Lee’s Summit Code of Ordinances Chapter 7. (see code section for exceptions) Action required: Provide statement of special inspections / letter of responsibility from company contracted to perform special inspections.
Health Dept Inspection
Corrective Action Required
06/26/2023

For the Health Department inspection contact Deb Sees with the Jackson County Public Works Department, Environmental Health Division at (816) 847-7070. Health Department approval is required prior to receiving any type of Occupancy from the City of Lee's Summit. Action required: Comment is informational. 6/27/23 - acknowledged in letter
IBC 503.1 - Building area
Resolved
06/27/2023

2018 IBC 503.1 General. Unless otherwise specifically modified in Chapter 4 and this chapter, building height, number of stories and building area shall not exceed the limits specified in Sections 504 and 506 based on the type of construction as determined by Section 602 and the occupancies as determined by Section 302 except as modified hereafter. Building height, number of stories and building area provisions shall be applied independently. For the purposes of determining area limitations, height limitations and type of construction, each portion of a building separated by one or more fire walls complying with Section 706 shall be considered to be a separate building. Action required: Separation wall used to meet maximum area requirements must be constructed as a Fire Wall and meet all requirements in IBC Section 706.
IBC 706.1 Fire and Smoke Protection - General
Resolved
06/27/2023

2018 IBC 706.1 General. Fire walls shall be constructed in accordance with Sections 706.2 through 706.11. The extent and location of such fire walls shall provide a complete separation. Where a fire wall also separates occupancies that are required to be separated by a fire barrier wall, the most restrictive requirements of each separation shall apply. Action required: Provide UL rated design for rated horizontal assembly between Fountains 129 and Mezzanine 201 above. Wall to horizontal assembly connection detail also required.
IBC 502.1 - Address Identification
Corrective Action Required
06/26/2023

2018 IBC 502.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches high with a minimum stroke width of ½ inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address identification shall be maintained. Action required: Comment is informational. An address for this building has not yet been assigned. We will inform you when the decision has been made. 6/27/23 - acknowledged in letter
Engineered truss package
Corrective Action Required
06/26/2023

Copies of the engineered truss package were not provided at the time of permit application. Action required: Provide pre-engineered metal building, and bleacher design packages or request deferral. 6/27/23 - deferred per request
IPC 403.1 Minimum number of fixtures
Resolved
06/27/2023

2018 IPC 403.1 Minimum number of fixtures. Plumbing fixtures shall be provided in the minimum number shown in Table 403.1, based on the actual use of the building or space. Uses not shown in Table 403.1 shall be considered individually by the code official. The number of occupants shall be determined by the International Building Code. Action required: - Add more female water closets for minimum of 18. - Add more female lavatories for minimum of 5.
IPC 403.2 Separate facilities
Resolved
06/27/2023

2018 IPC 403.2 Separate Facilities. (As amended by Lee’s Summit Code of Ordinances Section 7-405) Where plumbing fixtures are required, separate facilities shall be provided for each sex. Exceptions: 1. Separate facilities shall not be required for dwelling units and sleeping units. 2. Separate facilities shall not be required in structures or tenant spaces with a total occupant load, including both employees and customers, of 15 or fewer. 3. Separate facilities shall not be required in mercantile occupancies in which the maximum occupant load is 100 or fewer. 4. Separate facilities shall not be required in business occupancies in which the maximum occupant load is 25 or fewer. Action required: Restrooms to be gendered. (see rooms 115, 116, 127, & 128). For use of non-gendered restrooms a Code Modification Request (CMR) would need to be applied for with an argument that you meet the newer code cycle requirements. This is an internal management review that takes a few days with no costs incurred. (also, without non-gendered restrooms you would not be able to use the 50% banking rule for restrooms accessed directly from baseball field)
ICC A117.1 904.3 Sales and Service Counters
Corrective Action Required
06/26/2023

ICC A117.1 Section 904.3 Sales and service counters and windows. Sales and service counters and windows shall comply with Section 904.3.1 and either 904.3.2 or 904.3.3. Where counters are provided, the accessible portion of the countertop shall extend the same depth as the public portion of the sales and service countertop provided for standing customers. (see code for exception) 904.3.1 Vertical barriers. At service windows or service counters, any vertical barrier between service personnel and customers shall be at a height of 43 inches maximum above the floor. (see code for exception regarding security glazing) 904.3.2 Parallel Approach. A portion of the public use side of the counter surface 36 inches minimum in length and 26 inches minimum and 36 inches maximum in height above the floor shall be provided. A clear floor space positioned for a parallel approach adjacent to the accessible counter shall be provided. The space between the accessible counter surface and any projecting objects above the accessible counter shall be 12 inches minimum. (see code for exception) 904.3.3 Forward Approach. A portion of the public use side of the counter surface 30 inches minimum in length and 36 inches maximum in height above the floor shall be provided. A clear floor space positioned for a forward approach to the accessible counter shall be provided. Knee and toe clearance complying with Section 306 shall be provided under the accessible counter. The space between the accessible counter surface and any projecting objects above the accessible counter shall be 12” minimum. Action required: Check-in desks in Vestibules 101 & 118 must have at least 3 linear feet of accessible space at a maximum of 36" tall. To be field verified. 6/27/23 - acknowledged in letter
IMC 306.5 Equipment on roofs
Resolved
06/27/2023

2018 IMC 306.5 Equipment and appliances on roofs or elevated structures. Where equipment requiring access or appliances are located on an elevated structure or the roof of a building such that personnel will have to climb higher than 16 feet above grade to access such equipment or appliances, an interior or exterior means of access shall be provided. Such access shall not require climbing over obstructions greater than 30 inches in height or walking on roofs having a slope greater than 4 units vertical in 12 units horizontal. Such access shall not require the use of portable ladders. Where access involves climbing over parapet walls, the height shall be measured to the top of the parapet wall. Permanent ladders installed to provide the required access shall comply with the following minimum design criteria: 1. The side railing shall extend above the parapet or roof edge not less than 30" (see code section for additional construction requirements) Action required: Provide designs for method of permanent roof access.
IBC 1209.2 Finish materials
Resolved
06/27/2023

2018 IBC 1209.2 Finish Materials. Walls, Floors and partitions in toilet and bathrooms shall comply with Sections 209.2.1 through 1209.2.4. 2018 1209.2.1 Floors and wall bases. In other than dwelling units, toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such floors with walls shall have a smooth, hard, nonabsorbent vertical base that extends upward onto the walls not less than 4 inches. 2018 1209.2.2 Walls and partitions. Walls and partitions within 2 feet of service sinks, urinals and water closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (See code section for possible exceptions.) Action required: Specify compliant wall finish materials at mop sinks. If paint is used it must be epoxy based.
ICC A117.1 303 Changes in Level
Corrective Action Required
06/26/2023

ICC A117.1 Section 303 Changes in Level 303.1 General. Changes in level in floor surfaces hall comply with Section 303. Action required: Comment is informational. Any vendor/client provided flooring to be compliant. To be field verified. 6/27/23 - acknowledged in letter
Misc
Resolved
06/27/2023

Incomplete submittal. Action required: Provide complete kitchen design. Too many code related issues with kitchens to allow deferral. Also, it will have to be re-submitted to Jackson County Health Department.
Planning - Screening of rooftop equipment
Corrective Action Required
06/26/2023

Unified Development Ordinance Article 8, Section 8.180.E Roof mounted equipment – All roof-mounted equipment shall be screened entirely from view by using parapet walls at the same height as the mechanical units. For additions to existing buildings that do not meet this standard, individual screens will be permitted, with the design subject to approval by the Director. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. 7/3/23 - to be addressed at PDP/FDP
IBC 1013.1 Where required - exit sign
Resolved
06/27/2023

2018 IBC Exit Signs 1013.1 Where Required. Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit of the path of egress travel is not immediately visible to the occupants. Intervening means of egress doors within exits shall be marked by exit signs. Exit sign placement shall be such that no point in an exit access corridor or exit passageway is more than 100 feet or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (see code section for exceptions) Action required: Provide exit sign to lead out of Vestibule 118.
NEC Article 110.26 (C)(2) Large equipment
Corrective Action Required
06/26/2023

2017 NEC Article 110.26 (C)(3) Personnel Doors. Where equipment rated 800 A or more that contains overcurrent devices, switching devices, or control devices is installed and there is a personnel door(s) intended for entrance to and egress from the working space less than 25 feet from the nearest edge of the working space, the door(s) shall open in the direction of egress and be equipped with panic hardware. Action required: Revise design to show doors out of Storage 107 swing outward and have panic hardware. 6/27/23 - swing changed. panic hardware noted in letter but unable to find on plan.
Fire Plan Review Approved with Conditions 07/03/2023 07/03/2023
Jim Eden
Construction documents for fire alarm systems
Partial Correction
07/03/2023

2018 IFC 907.1.1- Construction documents. Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not be limited to, all of the following: 1. .A floor plan which indicates the use of all rooms. 2. Locations of alarm-initiating and notification appliances. 3. Alarm control and trouble signaling equipment. 4. Annunciation. 5. Power connection. 6. Battery calculations. 7. Conductor type and sizes. 8. Voltage drop calculations. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. Provide shop drawings for emergency voice/alarm communications system in accordance with Section 907.5.2.2. review and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Type I hood - Where required
Corrective Action Required
06/26/2023

2018 IFC 609.2- Where required. A Type I hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. 7/3/2023 Provide plans for hodd suppression system and system devices.
Construction documents - Fire protection systems
Partial Correction
07/03/2023

2018 IFC 901.2- Construction documents. The fire code official shall have the authority to require construction documents and calculations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. Provide shop drawingsreview and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Installation acceptance testing
Informational
07/03/2023

2018 IFC 901.5- Installation acceptance testing. Fire detection and alarm systems, fire-extinguishing systems, fire hydrant systems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appurtenances thereto shall be subject to acceptance tests as contained in the installation standards and as approved by the fire code official. The fire code official shall be notified before any required acceptance testing. The fire code official shall be notified 48 hours before any required acceptance test. All life safety systems shall be tested and operable prior to scheduling a the occupancy inspection.
Key boxes for non-standardized fire service elevator keys
Resolved
07/03/2023

2018 IFC 506.1.2 Key boxes for non-standardized fire service elevator keys. Key boxes provided for non-standardized fire service elevator keys shall comply with Section 506.1 and 506.2 or as approved by the fire code official. A Knox Box shall be provided over the FDC 6' AFF. Order the box from Knoxbox.com .
Licensed Contractors Rejected 07/03/2023 06/27/2023
Joe Frogge
LC - General Contractor
Resolved
06/27/2023

Lee's Summit Code of Ordinance, Section7-130.10 - Business License. It shall be unlawful for any person to engage in the construction contracting business without first obtaining a business license as required under the applicable provisions of Chapter 28 of the Lee's Summit Code of Ordinances. Action required: Provide an email address & phone number for the on-site contact which is where inspection reports will be sent.
LC - MEP Subs
Resolved
06/27/2023

Lee's Summit Code of Ordinance, Section7-130.4 - Business License. (excerpt) No person, other than a licensed contractor or employees of a licensed contractor, shall engage in electrical, plumbing or mechanical business, construction, installation or maintenance unless duly licensed in accordance with this section. Action required: MEP subcontractors are required to be listed on permit. Provide company names of licensed MEP contractors. (Bross not licensed with us)
Special Inspections Review Approved 06/27/2023
Joe Frogge
Fire Plan Review Rejected 05/17/2023 05/21/2023
Jim Eden
Construction documents for fire alarm systems
Corrective Action Required
05/21/2023

2018 IFC 907.1.1- Construction documents. Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not be limited to, all of the following: 1. .A floor plan which indicates the use of all rooms. 2. Locations of alarm-initiating and notification appliances. 3. Alarm control and trouble signaling equipment. 4. Annunciation. 5. Power connection. 6. Battery calculations. 7. Conductor type and sizes. 8. Voltage drop calculations. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. Provide shop drawings for emergency voice/alarm communications system in accordance with Section 907.5.2.2. review and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Type I hood - Where required
Corrective Action Required
05/21/2023

2018 IFC 609.2- Where required. A Type I hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. What owner provided equipment will be installed?
Construction documents - Fire protection systems
Corrective Action Required
05/21/2023

2018 IFC 901.2- Construction documents. The fire code official shall have the authority to require construction documents and calculations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. Provide shop drawingsreview and approval. Upload drawings to the City Portal at devservices.cityofls.net .
Installation acceptance testing
Corrective Action Required
05/21/2023

2018 IFC 901.5- Installation acceptance testing. Fire detection and alarm systems, fire-extinguishing systems, fire hydrant systems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appurtenances thereto shall be subject to acceptance tests as contained in the installation standards and as approved by the fire code official. The fire code official shall be notified before any required acceptance testing. The fire code official shall be notified 48 hours before any required acceptance test. All life safety systems shall be tested and operable prior to scheduling a the occupancy inspection.
Key boxes for non-standardized fire service elevator keys
Corrective Action Required
05/21/2023

2018 IFC 506.1.2 Key boxes for non-standardized fire service elevator keys. Key boxes provided for non-standardized fire service elevator keys shall comply with Section 506.1 and 506.2 or as approved by the fire code official. A Knox Box shall be provided over the FDC 6' AFF. Order the box from Knoxbox.com .
Building Plan Review Rejected 05/17/2023 05/11/2023
Joe Frogge
Miscellaneous Correction
Corrective Action Required
05/11/2023

A one-time impact fee in the form of a license tax must be collected before occupancy can be granted. Action required: Comment is for informational purposes. License tax fee due anticipated to be $268,116.75
Final Development Plan
Corrective Action Required
05/11/2023

The building permit for this project cannot be issued until the Development Services Department has received, approved, and processed the Final Development Plan. Action required: Comment is informational.
IBC 1704.2 Special Inspections
Corrective Action Required
05/11/2023

2018 IBC 1704.2 Special inspections. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner’s agent shall employ one or more approved agencies to perform inspections during construction on the types of work listed under Section 1705. These inspections are in addition to the inspections identified in Lee’s Summit Code of Ordinances Chapter 7. (see code section for exceptions) Action required: Provide statement of special inspections / letter of responsibility from company contracted to perform special inspections.
Health Dept Inspection
Corrective Action Required
05/11/2023

For the Health Department inspection contact Deb Sees with the Jackson County Public Works Department, Environmental Health Division at (816) 847-7070. Health Department approval is required prior to receiving any type of Occupancy from the City of Lee's Summit. Action required: Comment is informational.
IBC 503.1 - Building area
Corrective Action Required
05/11/2023

2018 IBC 503.1 General. Unless otherwise specifically modified in Chapter 4 and this chapter, building height, number of stories and building area shall not exceed the limits specified in Sections 504 and 506 based on the type of construction as determined by Section 602 and the occupancies as determined by Section 302 except as modified hereafter. Building height, number of stories and building area provisions shall be applied independently. For the purposes of determining area limitations, height limitations and type of construction, each portion of a building separated by one or more fire walls complying with Section 706 shall be considered to be a separate building. Action required: Separation wall used to meet maximum area requirements must be constructed as a Fire Wall and meet all requirements in IBC Section 706.
IBC 706.1 Fire and Smoke Protection - General
Corrective Action Required
05/11/2023

2018 IBC 706.1 General. Fire walls shall be constructed in accordance with Sections 706.2 through 706.11. The extent and location of such fire walls shall provide a complete separation. Where a fire wall also separates occupancies that are required to be separated by a fire barrier wall, the most restrictive requirements of each separation shall apply. Action required: Provide UL rated design for rated horizontal assembly between Fountains 129 and Mezzanine 201 above. Wall to horizontal assembly connection detail also required.
IBC 502.1 - Address Identification
Corrective Action Required
05/11/2023

2018 IBC 502.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches high with a minimum stroke width of ½ inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address identification shall be maintained. Action required: Comment is informational. An address for this building has not yet been assigned. We will inform you when the decision has been made.
Engineered truss package
Corrective Action Required
05/11/2023

Copies of the engineered truss package were not provided at the time of permit application. Action required: Provide pre-engineered metal building, and bleacher design packages or request deferral.
IPC 403.1 Minimum number of fixtures
Corrective Action Required
05/11/2023

2018 IPC 403.1 Minimum number of fixtures. Plumbing fixtures shall be provided in the minimum number shown in Table 403.1, based on the actual use of the building or space. Uses not shown in Table 403.1 shall be considered individually by the code official. The number of occupants shall be determined by the International Building Code. Action required: - Add more female water closets for minimum of 18. - Add more female lavatories for minimum of 5.
IPC 403.2 Separate facilities
Corrective Action Required
05/11/2023

2018 IPC 403.2 Separate Facilities. (As amended by Lee’s Summit Code of Ordinances Section 7-405) Where plumbing fixtures are required, separate facilities shall be provided for each sex. Exceptions: 1. Separate facilities shall not be required for dwelling units and sleeping units. 2. Separate facilities shall not be required in structures or tenant spaces with a total occupant load, including both employees and customers, of 15 or fewer. 3. Separate facilities shall not be required in mercantile occupancies in which the maximum occupant load is 100 or fewer. 4. Separate facilities shall not be required in business occupancies in which the maximum occupant load is 25 or fewer. Action required: Restrooms to be gendered. (see rooms 115, 116, 127, & 128). For use of non-gendered restrooms a Code Modification Request (CMR) would need to be applied for with an argument that you meet the newer code cycle requirements. This is an internal management review that takes a few days with no costs incurred. (also, without non-gendered restrooms you would not be able to use the 50% banking rule for restrooms accessed directly from baseball field)
ICC A117.1 904.3 Sales and Service Counters
Corrective Action Required
05/12/2023

ICC A117.1 Section 904.3 Sales and service counters and windows. Sales and service counters and windows shall comply with Section 904.3.1 and either 904.3.2 or 904.3.3. Where counters are provided, the accessible portion of the countertop shall extend the same depth as the public portion of the sales and service countertop provided for standing customers. (see code for exception) 904.3.1 Vertical barriers. At service windows or service counters, any vertical barrier between service personnel and customers shall be at a height of 43 inches maximum above the floor. (see code for exception regarding security glazing) 904.3.2 Parallel Approach. A portion of the public use side of the counter surface 36 inches minimum in length and 26 inches minimum and 36 inches maximum in height above the floor shall be provided. A clear floor space positioned for a parallel approach adjacent to the accessible counter shall be provided. The space between the accessible counter surface and any projecting objects above the accessible counter shall be 12 inches minimum. (see code for exception) 904.3.3 Forward Approach. A portion of the public use side of the counter surface 30 inches minimum in length and 36 inches maximum in height above the floor shall be provided. A clear floor space positioned for a forward approach to the accessible counter shall be provided. Knee and toe clearance complying with Section 306 shall be provided under the accessible counter. The space between the accessible counter surface and any projecting objects above the accessible counter shall be 12” minimum. Action required: Check-in desks in Vestibules 101 & 118 must have at least 3 linear feet of accessible space at a maximum of 36" tall. To be field verified.
IMC 306.5 Equipment on roofs
Corrective Action Required
05/12/2023

2018 IMC 306.5 Equipment and appliances on roofs or elevated structures. Where equipment requiring access or appliances are located on an elevated structure or the roof of a building such that personnel will have to climb higher than 16 feet above grade to access such equipment or appliances, an interior or exterior means of access shall be provided. Such access shall not require climbing over obstructions greater than 30 inches in height or walking on roofs having a slope greater than 4 units vertical in 12 units horizontal. Such access shall not require the use of portable ladders. Where access involves climbing over parapet walls, the height shall be measured to the top of the parapet wall. Permanent ladders installed to provide the required access shall comply with the following minimum design criteria: 1. The side railing shall extend above the parapet or roof edge not less than 30" (see code section for additional construction requirements) Action required: Provide designs for method of permanent roof access.
IBC 1209.2 Finish materials
Corrective Action Required
05/12/2023

2018 IBC 1209.2 Finish Materials. Walls, Floors and partitions in toilet and bathrooms shall comply with Sections 209.2.1 through 1209.2.4. 2018 1209.2.1 Floors and wall bases. In other than dwelling units, toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such floors with walls shall have a smooth, hard, nonabsorbent vertical base that extends upward onto the walls not less than 4 inches. 2018 1209.2.2 Walls and partitions. Walls and partitions within 2 feet of service sinks, urinals and water closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (See code section for possible exceptions.) Action required: Specify compliant wall finish materials at mop sinks. If paint is used it must be epoxy based.
ICC A117.1 303 Changes in Level
Corrective Action Required
05/12/2023

ICC A117.1 Section 303 Changes in Level 303.1 General. Changes in level in floor surfaces hall comply with Section 303. Action required: Comment is informational. Any vendor/client provided flooring to be compliant. To be field verified.
Misc
Corrective Action Required
05/12/2023

Incomplete submittal. Action required: Provide complete kitchen design. Too many code related issues with kitchens to allow deferral. Also, it will have to be re-submitted to Jackson County Health Department.
Planning - Screening of rooftop equipment
Corrective Action Required
05/12/2023

Unified Development Ordinance Article 8, Section 8.180.E Roof mounted equipment – All roof-mounted equipment shall be screened entirely from view by using parapet walls at the same height as the mechanical units. For additions to existing buildings that do not meet this standard, individual screens will be permitted, with the design subject to approval by the Director. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section.
IBC 1013.1 Where required - exit sign
Corrective Action Required
05/12/2023

2018 IBC Exit Signs 1013.1 Where Required. Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit of the path of egress travel is not immediately visible to the occupants. Intervening means of egress doors within exits shall be marked by exit signs. Exit sign placement shall be such that no point in an exit access corridor or exit passageway is more than 100 feet or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (see code section for exceptions) Action required: Provide exit sign to lead out of Vestibule 118.
NEC Article 110.26 (C)(2) Large equipment
Corrective Action Required
05/12/2023

2017 NEC Article 110.26 (C)(3) Personnel Doors. Where equipment rated 800 A or more that contains overcurrent devices, switching devices, or control devices is installed and there is a personnel door(s) intended for entrance to and egress from the working space less than 25 feet from the nearest edge of the working space, the door(s) shall open in the direction of egress and be equipped with panic hardware. Action required: Revise design to show doors out of Storage 107 swing outward and have panic hardware.
Licensed Contractors Rejected 05/17/2023 05/11/2023
Joe Frogge
LC - General Contractor
Corrective Action Required
05/11/2023

Lee's Summit Code of Ordinance, Section7-130.10 - Business License. It shall be unlawful for any person to engage in the construction contracting business without first obtaining a business license as required under the applicable provisions of Chapter 28 of the Lee's Summit Code of Ordinances. Action required: Provide an email address & phone number for the on-site contact which is where inspection reports will be sent.
LC - MEP Subs
Corrective Action Required
05/11/2023

Lee's Summit Code of Ordinance, Section7-130.4 - Business License. (excerpt) No person, other than a licensed contractor or employees of a licensed contractor, shall engage in electrical, plumbing or mechanical business, construction, installation or maintenance unless duly licensed in accordance with this section. Action required: MEP subcontractors are required to be listed on permit. Provide company names of licensed MEP contractors. (Bross not licensed with us)
Fees
Paid Fees Amount Paid Owing Date Paid
7232302-Commercial License Tax Fee $268,116.75 $268,116.75 Paid 02/06/2025
9110078-Valuation Fee for New Commercial $23,767.28 $23,767.28 Paid 04/24/2024
91100C8-Sanitary Sewer Insp Fees $319.14 $319.14 Paid 04/24/2024
91100C9-Water Insp Fee $1,260.90 $1,260.90 Paid 04/24/2024
9110068-Storm Fee $2,914.07 $2,914.07 Paid 04/24/2024
9110081-Paved Surface Inspection Fee $8,618.81 $8,618.81 Paid 04/24/2024
9110072-Water Test Fee $400.00 $400.00 Paid 04/24/2024
8350015-Water Meter Fee $3,467.24 $3,467.24 Paid 04/24/2024
8331507-Sanitary Sewer Development Fee $14,401.00 $14,401.00 Paid 04/24/2024
8331401-Water Tap Fee $25,070.00 $25,070.00 Paid 04/24/2024
9110073-Right of Way Permit Fee $85.00 $85.00 Paid 04/24/2024
9110080-Not Ready Inspection Fee $75.00 $75.00 Paid 02/06/2025
9110080-Not Ready Inspection Fee $75.00 $75.00 Paid 02/06/2025
9110078-Temporary Occupancy Fee $50.00 $50.00 Paid 02/14/2025
9110078-Temporary Occupancy Fee $50.00 $50.00 Paid 03/12/2025
9110078-Temporary Occupancy Fee $50.00 $50.00 Paid 04/11/2025
Outstanding Fees Amount Paid Owing Date Paid
9110078-Temporary Occupancy Fee $50.00 $0.00 $50.00 Not Paid


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Inspections
Inspection Outcome Requested Scheduled Date Inspected
Piers/Caissons Inspection - Commercial Pending
Suspended Slab Inspection Pending
Grading/Excavation/Fill Inspection Pending
Install Street and Stop Signs Pending
Erosion Control Inspection Pending
Punch List Inspection Pending
Storm Sewer Construction Inspection Pending
Misc
Informational
05/08/2024
5-1-24 BR Contractor installed 50' of 48'' HDPE pipe on storm line 1. 5-6-24 BR Contractor installed 50' of 48'' HDPE pipe and 5'x5' gate inlet structure 1-2. 5-8-24 BR Contractor installed 25' of 48'' HDPE pipe from 5'x5' gate inlet 1-2.
Erosion Control Inspection Pending
Grading/Excavation/Fill Inspection Pending
Erosion Control Inspection Residential Pending
Misc
Informational
05/21/2024
5-21-24 BR Erosion control is up and working order.
Sanitary Sewer Construction Inspection Pending
Misc
Informational
05/23/2024
5-23-24 BR Contractor potholing and locating exist sanitary & storm lines. (Bair Excavating) Contractor will be installing the sanitary line.
Water Service Inspection Pending
Misc
Informational
06/06/2024
6-6-24 Contractor (Bair Excavation) started digging for water tap to connect on water main. Also contractor installed service line from location of meter pit to building.
Water Line - Construction Inspection Pending
Misc
Informational
06/10/2024
6-10-24 BR Contractor installed 6'' gate value on ex. 8'' water main for new fire line.
Underslab Electrical Inspection - Commercial Pending
Misc
Corrective Action Required
06/19/2024
-Inspected under slab electrical at Mezzanine area PASSED 6/19/24 AF
Electrical Service Inspection Pending
Misc
Informational
06/20/2024
-Inspected underground electrical from CT cabinet to transformer pad PASSED 6/20/24 AF
Fire Line Construction Inspection Pending
Misc
Informational
06/24/2024
6-14-24 BR Contractor (Bair Excavation) installed 50' of 6'' PVC pipe to 1st fire hydrant on east side of building. 6-17-24 BR Contractor (Bair Excavation) installed 30' of 6" PVC pipe from 2nd fire hydrant heading to 3rd fire hydrant on west side of building. 6-21-24 BR Contractor (Bair Excavation) ran fire line stack into building fire room.
Pavement-Stabilized Subgrade Pending
Misc
Informational
07/11/2024
7-11-24 BR Contractor (Bair Excavation) started grading the parking lot area to get it ready for aggregate base.
Pavement-Aggregate Base Pending
Misc
Informational
07/16/2024
7-16-24 BR Contractor (Bair Excavation) installed geo-grind and aggregate on east side of parking lot.
Site Visit Pending
Misc
Informational
09/03/2024
5-22-24 BR Contractor started on laying the base of retaining wall on the west side of building 6-27-24 Dustin A, Electrical contractor working. Some site grading being done on south end 9-3-2024 Dustin A, Building work being done
Pavement-Curb Construction Pending
Misc
Informational
10/21/2024
10-18-24 BR Contractor is framing for curb on west side of parking lot with aggregate placed and compacted. 10-21-24 BR Contractor poured concrete curbs on west side of parking lot.
Pavement-Surface Pending
Misc
Informational
11/04/2024
11-4-24 BR Contractor installed 5" of asphalt base type 1 asphalt on east side parking lot.
Verify Final Inspection Status - New Com Development Pending
Sidewalk Inspection Pending
Misc
Informational
11/08/2024
11-8-24 BR Contractor formed up and aggregate is placed and compacted with rebar on south side of building ready for concrete.
Water Line - Hydrostatic Test Pending
Occupancy Inspection - Engineering Pending
Misc
Informational
02/03/2025
02/03/25 JMJ 1. Sodding 2. Turn lane needed to be milled and asphalted when asphalt companies reopen. 3. Materials on project needed to be cleared.
Occupancy Inspection - Planning Pending
Misc
Corrective Action Required
02/06/2025
Please install the trees and bushed per the approved landscaping plans.
Misc
Corrective Action Required
02/06/2025
Please install the trash enclosure gates per the approved plans
Occupancy Inspection - Codes Commercial Pending
Misc
Corrective Action Required
04/14/2025
GFCI at RTU’s 1 not working TCO extention granted
Footing Inspection - Commercial Failed 5/15/2024 5/15/2024 05/15/2024
Misc
Corrective Action Required
05/15/2024
-Provide city approved, stamped plans for inspection -Provide 3” clearance to earth at all reinforcements -Remove all water and loose soil/debris from footings
Footing Inspection - Commercial Partial 5/15/2024 5/15/2024 05/15/2024
Misc
Resolved
05/15/2024
Misc
Corrective Action Required
05/15/2024
-Line #1 A through D PASSED 5/15/24 AF
Footing Inspection - Commercial Partial 5/16/2024 5/16/2024 05/16/2024
Misc
Corrective Action Required
05/15/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 AF
Footing Inspection - Commercial Partial 5/17/2024 5/17/2024 05/17/2024
Misc
Corrective Action Required
05/16/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF
Site Visit Partial 05/22/2024
Misc
Informational
05/22/2024
5-22-24 BR Contractor started on laying the base of retaining wall on the west side of buildi
Footing Inspection - Commercial Partial 5/22/2024 5/22/2024 05/22/2024
Misc
Corrective Action Required
05/17/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF
Footing Inspection - Commercial Partial 5/23/2024 5/23/2024 05/23/2024
Misc
Corrective Action Required
05/22/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF
Underground Electrical Inspection - Commercial Partial 5/23/2024 5/23/2024 05/23/2024
Misc
Corrective Action Required
05/23/2024
Underslab from CT to MDP and MDP to HB PASSED 5/23/24 AF
Footing Inspection - Commercial Partial 5/24/2024 05/24/2024
Misc
Corrective Action Required
05/23/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF
Footing Inspection - Commercial Partial 5/28/2024 5/28/2024 05/28/2024
Misc
Corrective Action Required
05/24/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -16 to 17 on A -17 line from A to B -Line 7 through 13 from A C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF
Footing Inspection - Commercial Partial 5/29/2024 5/29/2024 05/29/2024
Misc
Corrective Action Required
05/28/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF
Foundation Inspection - Commercial Passed 5/30/2024 (11:00) 5/30/2024 05/30/2024
Misc
Informational
05/30/2024
-Loading dock walls inspected PASSED 5/30/24 AF
Footing Inspection - Commercial Partial 6/4/2024 6/4/2024 06/04/2024
Misc
Corrective Action Required
05/29/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF
Footing Inspection - Commercial Partial 6/6/2024 6/6/2024 06/06/2024
Misc
Corrective Action Required
06/04/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 5/6/24 AF
Underslab Plumbing Inspection - Commercial Partial 6/10/2024 6/10/2024 06/10/2024
Misc
Informational
06/10/2024
-Main bathrooms west side PASSED 6/10/24 AF
Footing Inspection - Commercial Partial 6/11/2024 06/11/2024
Misc
Corrective Action Required
06/06/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF
Underslab Plumbing Inspection - Commercial Partial 6/12/2024 6/12/2024 06/12/2024
Misc
Informational
06/10/2024
-Main bathrooms west side PASSED 6/10/24 AF -Front of building west end clean out to storm drain area PASSED 6/12/24 AF
Footing Inspection - Commercial Partial 6/13/2024 06/13/2024
Misc
Corrective Action Required
06/11/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF
Underground Electrical Inspection - Commercial Partial 6/14/2024 6/14/2024 06/14/2024
Misc
Corrective Action Required
05/23/2024
-Underslab from CT to MDP and MDP to HB PASSED 5/23/24 AF -Ufer ground system PASSED 6/14/24 AF
Underslab Plumbing Inspection - Commercial Partial 6/18/2024 6/18/2024 06/18/2024
Misc
Informational
06/12/2024
-Main bathrooms west side PASSED 6/10/24 AF -Front of building west end clean out to storm drain area PASSED 6/12/24 AF -Front of Building from storm drain to interceptor PASSED 6/17/25 AF
Underslab Electrical Inspection - Commercial Partial 6/19/2024 6/19/2024 06/19/2024
Misc
Corrective Action Required
06/19/2024
-Inspected under slab electrical at Mezzanine area PASSED 6/19/24 AF
Sanitary Sewer Construction Inspection Passed 06/19/2024
Misc
Informational
05/23/2024
5-23-24 BR Contractor potholing and locating exist sanitary & storm lines. (Bair Excavating) Contractor will be installing the sanitary line. 5-31-24 BR Contractor ( Bair Excavating) core drill into ex. private manhole to connect new service wye and installed 100' of service wye across driveway. Contractor had to change location of service wye according to plans do to the ex. sanitary sewer has a encasement were the original connection was drawings. So instead of disturbing the integrity of the encasement they just change location to come out of the ex, manhole structure. 6-3-24 BR Contractor (Bair Excavating) installed 220' of 8'' SDR - 26 from existing MH to new MH structure. 6-4-24 BR Contractor (Bair Excavating) installed 100' of 8'' SDR -26 from MH to building. Also contractor pour inverts to all MH's. 6-19-24 BR Contractor (Bair Excavation) finish final sewer service connection from sewer main to grease trap next to building.
Electrical Service Inspection Partial 6/20/2024 06/20/2024
Misc
Informational
06/20/2024
-Inspected underground electrical from CT cabinet to transformer pad PASSED 6/20/24 AF
Underslab Plumbing Inspection - Commercial Partial 6/20/2024 06/20/2024
Misc
Informational
06/18/2024
-Main bathrooms west side PASSED 6/10/24 AF -Front of building west end clean out to storm drain area PASSED 6/12/24 AF -Front of Building from storm drain to interceptor PASSED 6/17/25 AF -Grease waste from kitchen to interceptor PASSED 6/20/24 AF
Underslab Plumbing Inspection - Commercial Not Ready 6/21/2024 6/21/2024 06/21/2024
Misc
Informational
06/20/2024
-Main bathrooms west side PASSED 6/10/24 AF -Front of building west end clean out to storm drain area PASSED 6/12/24 AF -Front of Building from storm drain to interceptor PASSED 6/17/25 AF -Grease waste from kitchen to interceptor PASSED 6/20/24 AF
Fire Line - Hydrostatic Test Passed 06/24/2024
Misc
Informational
06/24/2024
6-24-24 BR Contractor (Bair Excavating) preformed a hydrostatic test on the fire line at 200 psi which was successful.
Footing Inspection - Commercial Partial 6/24/2024 06/24/2024
Misc
Corrective Action Required
06/13/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF
Miscellaneous Correction
Informational
06/24/2024
Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF - Line D from 5.5 to 10.5. Passed KB
Underslab Plumbing Inspection - Commercial Partial 6/25/2024 6/25/2024 06/25/2024
Misc
Informational
06/21/2024
-Main bathrooms west side PASSED 6/10/24 AF -Front of building west end clean out to storm drain area PASSED 6/12/24 AF -Front of Building from storm drain to interceptor PASSED 6/17/25 AF -Grease waste from kitchen to interceptor PASSED 6/20/24 AF -Remaining kitchen area including mop sink and three bathrooms at front east side PASSED 6/25/24 AF
Underslab Electrical Inspection - Commercial Passed 6/26/2024 6/26/2024 06/26/2024
Misc
Informational
06/26/2024
-Under slab electrical at main bathroom area and utility room PASSED 6/26/25 AF
Footing Inspection - Commercial Partial 7/9/2024 7/9/2024 07/09/2024
Misc
Corrective Action Required
06/24/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF
Miscellaneous Correction
Informational
06/24/2024
Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF - Line D from 5.5 to 10.5. Passed KB -Line D from 1 to 5.5 -OK KN
Site Visit Partial 7/10/2024 7/10/2024 07/10/2024
Misc
Informational
05/22/2024
5-22-24 BR Contractor started on laying the base of retaining wall on the west side of building 6-27-24 Dustin A, Electrical contractor working. Some site grading being done on south end 7-2-24 BR No work is being done do to site is to wet do to rain events. 7-10-24 BR Contractor working on building.
Footing Inspection - Commercial Partial 7/16/2024 7/16/2024 07/16/2024
Misc
Corrective Action Required
07/09/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF
Miscellaneous Correction
Informational
07/09/2024
Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF - Line D from 5.5 to 10.5. Passed KB -Line D from 1 to 5.5 -OK KN -Inspected all light pole bases PASSED 7/16/24 AF
Underground Electrical Inspection - Commercial Partial 7/16/2024 7/16/2024 07/16/2024
Misc
Corrective Action Required
06/14/2024
-Underslab from CT to MDP and MDP to HB PASSED 5/23/24 AF -Ufer ground system PASSED 6/14/24 AF -Underground electrical for light pole bases PASSED 7/16/24 AF
Underslab Plumbing Inspection - Commercial Partial 9/20/2024 9/20/2024 09/20/2024
Misc
Informational
06/25/2024
-Main bathrooms west side PASSED 6/10/24 AF -Front of building west end clean out to storm drain area PASSED 6/12/24 AF -Front of Building from storm drain to interceptor PASSED 6/17/25 AF -Grease waste from kitchen to interceptor PASSED 6/20/24 AF -Remaining kitchen area including mop sink and three bathrooms at front east side PASSED 6/25/24 AF
THE FOLLOWING AREAS ARE APPROVED
Informational
09/20/2024
-plumbing in all of first flor at mezzanine in wall and above ceiling at main floor - no fire line installed at this time.
In-wall Inspection Partial 10/2/2024 10/02/2024
Misc
Informational
10/02/2024
IN WALL AREAS APPROVED PRINT S101 - SCREW PATTERN OF ZIP BOARD GRID 7- 18
In-wall Inspection Partial 10/3/2024 10/03/2024
Misc
Informational
10/02/2024
IN WALL AREAS APPROVED PRINT S101 - SCREW PATTERN OF ZIP BOARD GRID 7- 18 - INSPECTED WALKIN FREZER IN WALLS
In-wall Inspection Partial 10/03/2024
Misc
Informational
10/03/2024
IN WALL AREAS APPROVED PRINT S101 - SCREW PATTERN OF ZIP BOARD GRID 7- 18 - INSPECTED WALKIN FREZER IN WALLS
All Rough Inspection - Commercial Failed 10/14/2024 10/14/2024 10/14/2024
Misc
Corrective Action Required
10/14/2024
All-rough under mezzanine: -Protect plumbing where within 1.25” of surface -Fire-protect all penetrations and expansion joints -Secure MC within 12” of boxes -Seal duct joints
All Rough Inspection - Commercial Partial 10/15/2024 10/15/2024 10/15/2024
Misc
Corrective Action Required
10/14/2024
All-rough under mezzanine: -Ok to Sheet rock
Electrical Service Inspection Passed 10/21/2024 10/21/2024
All Rough Inspection - Commercial Partial 10/24/2024 10/24/2024 10/24/2024
Misc
Corrective Action Required
10/15/2024
All-rough under mezzanine: -Ok to Sheet rock
Misc
Corrective Action Required
10/24/2024
Approved for sheet rock 101,103,103A, 103B, 104,105,106,107,108,109,110,111,112,113 South exterior wall 102 between garage doors
Pavement-Proof Roll Passed 10/30/2024 10/30/2024 10/30/2024
Misc
Informational
10/30/2024
10-30-24 BR Contractor performed a poof roll on east side and south side of parking lot.
Pavement-Aggregate Base Passed 7/16/2024 7/16/2024 10/30/2024
Misc
Informational
07/16/2024
7-16-24 BR Contractor (Bair Excavation) installed geo-grind and aggregate on east side of parking lot.
All Rough Inspection - Commercial Partial 11/5/2024 11/5/2024 11/05/2024
Misc
Corrective Action Required
10/24/2024
All-rough under mezzanine: -Ok to Sheet rock
Misc
Corrective Action Required
10/24/2024
Approved for sheet rock 101,103,103A, 103B, 104,105,106,107,108,109,110,111,112,113 South exterior wall 102 between garage doors
Misc
Informational
11/05/2024
- Inspected framing and electrical on mezzanine
Rated Assembly Inspection Partial 11/13/2024 11/13/2024 11/13/2024
Misc
Corrective Action Required
11/13/2024
First layer of mezzanine wall approved Ok for second layer
Pavement-Stabilized Subgrade Passed 7/11/2024 7/11/2024 11/14/2024
Misc
Informational
07/11/2024
7-11-24 BR Contractor (Bair Excavation) started grading the parking lot area to get it ready for aggregate base.
Rated Assembly Inspection Not Ready 11/15/2024 11/15/2024 11/15/2024
Misc
Corrective Action Required
11/13/2024
First layer of mezzanine wall approved Ok for second layer
Misc
Corrective Action Required
11/15/2024
Not ready Second layer not completed
Gas Service Inspection - Commercial Passed 11/18/2024 11/18/2024
Rated Assembly Inspection Passed 11/18/2024 11/18/2024 11/18/2024
Misc
Corrective Action Required
11/15/2024
First layer of mezzanine wall approved Ok for second layer
Misc
Resolved
11/18/2024
Not ready Second layer not completed
Fire Line Construction Inspection Passed 7/17/2024 7/17/2024 12/02/2024
Misc
Informational
06/24/2024
6-14-24 BR Contractor (Bair Excavation) installed 50' of 6'' PVC pipe to 1st fire hydrant on east side of building. 6-17-24 BR Contractor (Bair Excavation) installed 30' of 6" PVC pipe from 2nd fire hydrant heading to 3rd fire hydrant on west side of building. 6-21-24 BR Contractor (Bair Excavation) ran fire line stack into building fire room. 7-16-24 BR Contractor (Bair Excavation) had to move fire hydrant 1 10' to the south do to relocation of light pole to close to fire hydrant previous location. 7-17-24 BR Contractor (Bair Excavation) poured backing blocks on 22.5 bend and back of fire hydrant. Water was resorted with no leaks
Sidewalk Inspection Partial 12/2/2024 12/2/2024 12/02/2024
Misc
Informational
11/08/2024
11-8-24 BR Contractor formed up and aggregate is placed and compacted with rebar on south side of building ready for concrete. 11-14-24 BR Contractor poured concrete sidewalk on south side & north side of building entrances, and dock area. 11-19-24 BR Contractor formed up middle section by 3rd island and compacted aggregate is placed on north side of parking lot ready for concrete. 12-2-24 BR Contractor poured sidewalk on north side and south side of parking lot. As well on south side of building.
Above Ceiling Inspection Passed 12/3/2024 12/3/2024 12/03/2024
Misc
Resolved
12/03/2024
Footing Inspection - Commercial Passed 12/3/2024 12/03/2024
Misc
Resolved
12/03/2024
-Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF
Miscellaneous Correction
Resolved
12/03/2024
Line #1 A through D PASSED 5/15/24 AF -Line 1 to 8.5 line A PASSED 5/16/24 -Tie beams 2,3,4,5 from A to C PASSED 5/17/24 AF -A line 8.5 to 15.5 PASSED 5/22/24 AF -15.5-17 Line A and 70 ft of line 17 PASSED 5/23/24 AF -SW Parking Lot Retaining Wall, 12” Compacted AB3 rock per plan page RW1.1 please upload engineer report to portal 5/24/24 AF -Line 7 through 13 from A to C -A to D on Line 1 and 1 to 10.5 on A Line PASSED 5/28/24 AF -C Line from 16 to 17 Dock walls PASSED 5/29/24 AF -Line 6 from A to B masonry footing walls PASSED 4/6/24 AF -Masonry footings from B to C on 6 -Masonry footings from 6 to 12 on C -2 through 16 to C line tie beams PASSED 6/6/24 AF -C Lines masonry wall from 11 to 17 PASSED 6/11/24 AF -C Line from 10 to 11. 11 Line from D to C. D Line from 11 to 15. 15 Line from C to D. PASSED 6/13/24 AF - Line D from 5.5 to 10.5. Passed KB -Line D from 1 to 5.5 -OK KN -Inspected all light pole bases PASSED 7/16/24 AF
Underground Electrical Inspection - Commercial Passed 12/3/2024 12/03/2024
Misc
Informational
12/03/2024
-Underslab from CT to MDP and MDP to HB PASSED 5/23/24 AF -Ufer ground system PASSED 6/14/24 AF -Underground electrical for light pole bases PASSED 7/16/24 AF
Underslab Plumbing Inspection - Commercial Passed 12/3/2024 12/03/2024
Misc
Informational
09/20/2024
-Main bathrooms west side PASSED 6/10/24 AF -Front of building west end clean out to storm drain area PASSED 6/12/24 AF -Front of Building from storm drain to interceptor PASSED 6/17/25 AF -Grease waste from kitchen to interceptor PASSED 6/20/24 AF -Remaining kitchen area including mop sink and three bathrooms at front east side PASSED 6/25/24 AF
THE FOLLOWING AREAS ARE APPROVED
Informational
09/20/2024
-plumbing in all of first flor at mezzanine in wall and above ceiling at main floor - no fire line installed at this time.
In-wall Inspection Passed 12/3/2024 12/03/2024
Misc
Resolved
12/03/2024
IN WALL AREAS APPROVED PRINT S101 - SCREW PATTERN OF ZIP BOARD GRID 7- 18 - INSPECTED WALKIN FREZER IN WALLS
All Rough Inspection - Commercial Passed 12/3/2024 12/03/2024
Misc
Resolved
12/03/2024
All-rough under mezzanine: -Ok to Sheet rock
Misc
Resolved
12/03/2024
Approved for sheet rock 101,103,103A, 103B, 104,105,106,107,108,109,110,111,112,113 South exterior wall 102 between garage doors
Misc
Resolved
12/03/2024
- Inspected framing and electrical on mezzanine
Pavement-Curb Construction Passed 10/30/2024 10/30/2024 12/04/2024
Misc
Informational
10/18/2024
10-18-24 BR Contractor is framing for curb on west side of parking lot with aggregate placed and compacted. 10-30-24 BR Contractor poured concrete on west side of parking lot.
Pavement-Curb Construction Passed 10/29/2024 10/29/2024 12/04/2024
Misc
Informational
10/18/2024
10-18-24 BR Contractor is framing for curb on west side of parking lot with aggregate placed and compacted. 10-21-24 BR Contractor poured concrete curbs on west side of parking lot. 10-22-24 BR Contractor is framing for curb on south side of parking lot with aggregate placed and compacted. 10-23-24 BR Contractor poured concrete on south side of parking lot. 10-24-24 BR Contractor is framing for curb on north side of parking lot with aggregate placed and compacted ready for concrete. 10-28-24 BR Contractor poured concrete on middle curbs on parking lot and islands. 10-29-24 BR Contractor framed for curbs on west side of parking lot to retaining wall with aggregate placed and compacted ready for concrete.
Pavement-Surface Passed 12/3/2024 12/3/2024 12/04/2024
Misc
Informational
11/04/2024
11-4-24 BR Contractor (Wil-Pav) poured 5" of asphalt base type 1 asphalt on east side parking lot. 11-7-24 BR Contractor (Wil-Pav) poured 5'' of asphalt base type 1 on south side and west side of parking lot. 11-12-24 BR Contractor (Wil-Pav) poured 2'' of asphalt surface type 3 on entire parking lot. Ready for striping. 11-14-24 BR Contractor (Wil-Pav) poured 2'' of asphalt surface type 3 on entrance parking lot lane to existing parking lot on existing building. 12-3-24 BR Contractor strip entire parking lot.
Grading/Excavation/Fill Inspection Passed 7/8/2024 7/8/2024 12/04/2024
Misc
Informational
07/08/2024
7-8-24 PS Bair on site with dozers grading site
Storm Sewer Construction Inspection Passed 12/04/2024
Misc
Informational
05/08/2024
5-1-24 BR Contractor installed 50' of 48'' HDPE pipe on storm line 1. 5-6-24 BR Contractor installed 50' of 48'' HDPE pipe and 5'x5' gate inlet structure 1-2. 5-8-24 BR Contractor installed 25' of 48'' HDPE pipe from 5'x5' gate inlet 1-2. 5-9-24 BR Contractor installed 25' of 48'' HDPE pipe. 5-10-24 BR Contractor installed 20' of 48'' HDPE pipe to pond in rip-rap. Contractor installed 50' of 36'' HDPE pipe on storm line 3. 5-14-24 BR Contractor installed 5'x5' gate inlet 3-2 and 50' of 36'' HDPE pipe to inlet on storm line 3. 5-15-24 JMJ Contractor poured collars and invert for line 3-1 5x5 F1. Contractor continue to installed 50' of 48" HDPE pipe coming to box 1-3 5-16-24 BR Contractor installed 5'x5' gate inlet 1-3 with 25' of 48'' HDPE pipe. 5-17-24 BR Contractor installed 25' of 48'' HDPE pipe on storm line 1heading to inlet 1-4 5-20-24 BR Contractor installed 100' of 15'' HDPE pipe on storm line 2 to gate inlet 2-1 and structure is installed. 5-21-24 BR Contractor installed 225' of 15'' HDPE pipe on storm line 2 to gate inlet 2-2 and structure is installed. Also installed 100' of 15'' HDPE pipe pipe storm line 4 to gate inlet 4-2 and structure installed. 5-22-24 BR Contractor installed 150' of 15'' HDPE pipe on storm line 4 to gate inlet 4-3 and structure is installed. 6-21-24 BR Contractor (Bair Excavation) installed 25' of storm sewer on east side and front of building for roof gutters. 6-24-24 BR Contractor installed 50' of storm sewer on south side of building.
Water Line - Construction Inspection Passed 12/04/2024
Misc
Informational
06/10/2024
6-10-24 BR Contractor (Bair Excavation) installed 6'' gate value on ex. 8'' water main for new fire line. 6-12-24 BR Contractor (Bair Excavation) installing 8x6 tee to replace 6x6 cross which was change by owner. 6-14-24 BR Contractor (Bair Excavation) installed 50' of 6'' PVC pipe to 1st fire hydrant on east side of building. 6-17-24 BR Contractor (Bair Excavation) installed 30' of 6" PVC pipe heading to 3rd fire hydrant on west side of building. 6-24-24 BR Contractor (Bair Excavation) ran water service line into building next to fire line in fire room.
Water Service Inspection Passed 12/04/2024
Misc
Informational
06/06/2024
6-6-24 Contractor (Bair Excavation) started digging for water tap to connect on water main. Also contractor installed service line from location of meter pit to building. 6-12-24 BR Contractor (Bair Excavation) has installed meter and meter pit. Service line was tested for leaks at the connection on the meter and tap connection on water main which it has pass no leaks.
Miscellaneous Inspection Passed 12/17/2024 12/17/2024 12/17/2024
Informational
12/17/2024
Just went over with Rick on a few code issues before CO inspection
Site Visit Partial 1/14/2025 1/14/2025 01/14/2025
Misc
Informational
06/27/2024
5-22-24 BR Contractor started on laying the base of retaining wall on the west side of building 6-27-24 Dustin A, Electrical contractor working. Some site grading being done on south end 9-3-2024 Dustin A, Building work being done 9-11-24 BR Work is being done on building. 9-24-24 BR work is being done on building. 9-30-24 BR work is being done on building. 10-3-24 BR work is being done on building. 10-8-24 BR work is being done on building. 10-16-24 BR work is being done on building. 1-3-25 BR work is being done on building. 1-14-25 BR work is being done on building.
Sprinkler - Hydrostatic Test Passed 1/15/2025 01/15/2025
Miscellaneous Inspection Failed 1/16/2025 1/16/2025 01/16/2025
Misc
Corrective Action Required
01/16/2025
not a occupancy, just an early walk through - MC hanging from soffits outside - Open Jboxes in below mezzanine mechanical room - all ADA compliant bathroom mirrors no higher than 40” at bottom of reflective surface ( some too high) - Missing door to handicap stall women’s and men’s bathrooms - Open switch box in mezzanine storage rooftop access - Provide stairs or ladders for roof access - MC loose and not landed in North mezzanine storage area - Missing exit sign in basket ball area - MC hanging in courts near main entrance - Label all electrical panels - Install all signage at electrical rooms - All outlets in kitchen to be GFCI protected - Does the dishwasher require a back flow preventer - Have you had fire flow test done - All back flow certification uploaded - We’re is exhaust hood control - Ansul fire suppression test done - Shunt for alarm for exhaust hood installed - Close all open electrical throughout - Complete all door hardware - All loose MC must land in boxes and be secured - Call Scott Ready your project manager when ready for Occupancy inspection
Sprinkler - Flow Test Passed 1/18/2025 01/18/2025
Alarm Test Passed 01/30/2025
Occupancy Inspection - Engineering Temporary C of O 2/3/2025 02/03/2025
Misc
Informational
02/03/2025
02/03/25 JMJ 1. Sodding 2. Turn lane needed to be milled and asphalted when asphalt companies reopen. 3. Materials on project needed to be cleared.
Occupancy Inspection - Codes Commercial Failed 2/3/2025 02/04/2025
A604.5.1 Fixed Side Wall Grab Bars
Corrective Action Required
02/03/2025
WATER CLOSETS AND TOILET COMPARTMENTS. Fixed sidewall grab bars shall be 42 inches (1065 mm) minimum in length, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. In addition, a vertical grab bar 18 inches (455 mm) minimum in length shall be mounted with the bottom of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) above the floor, and with the center line of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) from the rear wall. EXCEPTIONS: 1. In Type A and Type B units, the vertical grab bar component is not required. 2. In a Type B unit, when a side wall is not available for a 42-inch (1065 mm) grab bar, the sidewall grab bar shall be permitted to be 18 inches (455 mm) minimum in length, located 12 inches (305 mm) maximum from the rear wall and extending 30 inches (760 mm) minimum from the rear wall.
A604.5.2 Rear Wall Grab Bars
Corrective Action Required
02/03/2025
WATER CLOSETS AND TOILET COMPARTMENTS. The rear wall grab bar shall be 36 inches (915 mm) minimum in length, and extend from the centerline of the water closet 12 inches (305 mm) minimum on the side closest to the wall, and 24 inches (610 mm) minimum on the transfer side. EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches (610 mm) minimum in length, centered on the water closet, where wall space does not permit a grab bar 36 inches (915 mm) minimum in length due to the location of a recessed fixture adjacent to the water closet. 2. In a Type A or Type B unit, the rear grab bar shall be permitted to be 24 inches (610 mm) minimum in length, centered on the water closet, where wall space does not permit a grab bar 36 inches (915 mm) minimum in length. 3. Where an administrative authority requires flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, that grab bar shall be permitted to be split or shifted to the open side of the toilet area.
A304.3.1 Circular Space
Corrective Action Required
02/03/2025
TURNING SPACE. The turning space shall be a circular space with a 60-inch (1525 mm) minimum diameter. The turning space shall be permitted to include knee and toe clearance complying with Section 306.
Misc
Corrective Action Required
02/03/2025
- Provide posted address on street side - Close electrical boxes and protect wiring were lights are missing in foyer ceiling - Hallway heater on east side has gas line on exhaust flue piping - All outlets in kitchen to be GFCI - 1010.1.7 Thresholds: Raised thresholds and floor level changes greater than 1/4" at doorways shal be beveled with a slope not greater than 50 percent ( poduct detail Emailed to us does not appear to be the same as the one on sight, apply for CMR found on portal if this product is to be used.) - Missing signage at electrical room - Missing outlet cover in electrical room - Label panels - Label electrical room door - Install correct ASME 1022 back flow on carbonation station in main electrical room - Missing Escutcheon ring at sprinkler head in server room - Grab bars vertical and horizontal in office bathroom incorrect - All ADA compliant mirrors are no higher than 40 “ to reflective surface - Open electrial boxes in mezzanine electrical room - Complete instaltation of all stall doors in bathrooms - Label panels mezzanine electrical room - Mezzanine men’s room north sink, mirror , and grab bars too high - Mezzanine women’s bathroom grab bar too high - Mezzanine bathrooms ADA turn around compliant - South side mezzanine men’s room grab bars in wrong place and mirror too high - Open up access to junction box for outside lighting in base ball area - Protect under stairs space under stairs of mezzanine front side until 6' 8" is acheaved - Provide permanent ladders to roof access in accordance to 306.5 of the international mechanical code - Handrail at top of South mezzanine stairs must be continuous graspable were welded to newel post - 1003.3.3 Horizonal projections. Objects with leading edges more yhan 27" and not more than80" above the finnished floor shall not project horizonally more than 4" into circulation path. In main hall way - Provide occupancy load signage - Check exit sign at kitchen entrance - Check occupancy load for kitchen and concessions - Missing switch cover in sprinkler room - Label sprinkler room door - Paint gas lines on roof - Label Roof Top Units - Some GFCI’s at RTU’s not working -Anchor trash compactor motor equipment - Install Correct exterior power source to compactor. Weather proof connector. - electrical hanging out of wall 20’ up over trash unit. South wall.
Occupancy Inspection - Water Utilities Passed 2/3/2025 02/04/2025
Occupancy Inspection - Codes Commercial Failed 2/5/2025 2/5/2025 02/05/2025
A604.5.1 Fixed Side Wall Grab Bars
Resolved
02/05/2025
WATER CLOSETS AND TOILET COMPARTMENTS. Fixed sidewall grab bars shall be 42 inches (1065 mm) minimum in length, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. In addition, a vertical grab bar 18 inches (455 mm) minimum in length shall be mounted with the bottom of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) above the floor, and with the center line of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) from the rear wall. EXCEPTIONS: 1. In Type A and Type B units, the vertical grab bar component is not required. 2. In a Type B unit, when a side wall is not available for a 42-inch (1065 mm) grab bar, the sidewall grab bar shall be permitted to be 18 inches (455 mm) minimum in length, located 12 inches (305 mm) maximum from the rear wall and extending 30 inches (760 mm) minimum from the rear wall.
A604.5.2 Rear Wall Grab Bars
Resolved
02/05/2025
WATER CLOSETS AND TOILET COMPARTMENTS. The rear wall grab bar shall be 36 inches (915 mm) minimum in length, and extend from the centerline of the water closet 12 inches (305 mm) minimum on the side closest to the wall, and 24 inches (610 mm) minimum on the transfer side. EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches (610 mm) minimum in length, centered on the water closet, where wall space does not permit a grab bar 36 inches (915 mm) minimum in length due to the location of a recessed fixture adjacent to the water closet. 2. In a Type A or Type B unit, the rear grab bar shall be permitted to be 24 inches (610 mm) minimum in length, centered on the water closet, where wall space does not permit a grab bar 36 inches (915 mm) minimum in length. 3. Where an administrative authority requires flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, that grab bar shall be permitted to be split or shifted to the open side of the toilet area.
A304.3.1 Circular Space
Resolved
02/05/2025
TURNING SPACE. The turning space shall be a circular space with a 60-inch (1525 mm) minimum diameter. The turning space shall be permitted to include knee and toe clearance complying with Section 306.
Misc
Corrective Action Required
02/04/2025
- All outlets in kitchen to be GFCI - Complete instaltation of all stall doors in bathrooms - Protect under stairs space under stairs of mezzanine front side until 6' 8" is acheaved - Provide permanent ladders to roof access in accordance to 306.5 of the international mechanical code - Paint gas lines on roof - Label Roof Top Units - Some GFCI’s at RTU’s not working -Anchor trash compactor motor equipment - electrical hanging out of wall 20’ up over trash unit. South wall.
Occupancy Inspection - Planning Temporary C of O 2/3/2025 02/06/2025
Misc
Corrective Action Required
02/03/2025
Please install the trees and bushed per the approved landscaping plans.
Misc
Corrective Action Required
02/03/2025
Please install the trash enclosure gates per the approved plans
Occupancy Inspection - Codes Commercial Failed 2/6/2025 02/06/2025
Misc
Corrective Action Required
02/05/2025
- 1010.1.7 Thresholds: Raised thresholds and floor level changes greater than 1/4" at doorways shal be beveled with a slope not greater than 50 percent ( poduct detail Emailed to us does not appear to be the same as the one on sight, apply for CMR found on portal if this product is to be used.) - All outlets in kitchen to be GFCI - Complete instaltation of all stall doors in bathrooms - Protect under stairs space under stairs of mezzanine front side until 6' 8" is acheaved - Provide permanent ladders to roof access in accordance to 306.5 of the international mechanical code - Paint gas lines on roof - Label Roof Top Units - Some GFCI’s at RTU’s not working -Anchor trash compactor motor equipment - electrical hanging out of wall 20’ up over trash unit. South wall.
Occupancy Inspection - Fire Temporary C of O 2/3/2025 02/07/2025
Misc
Corrective Action Required
02/07/2025
ok for TCO- one exterior item remaining.
Miscellaneous Inspection Passed 02/10/2025
Misc
Resolved
02/10/2025
not a occupancy, just an early walk through - MC hanging from soffits outside - Open Jboxes in below mezzanine mechanical room - all ADA compliant bathroom mirrors no higher than 40” at bottom of reflective surface ( some too high) - Missing door to handicap stall women’s and men’s bathrooms - Open switch box in mezzanine storage rooftop access - Provide stairs or ladders for roof access - MC loose and not landed in North mezzanine storage area - Missing exit sign in basket ball area - MC hanging in courts near main entrance - Label all electrical panels - Install all signage at electrical rooms - All outlets in kitchen to be GFCI protected - Does the dishwasher require a back flow preventer - Have you had fire flow test done - All back flow certification uploaded - We’re is exhaust hood control - Ansul fire suppression test done - Shunt for alarm for exhaust hood installed - Close all open electrical throughout - Complete all door hardware - All loose MC must land in boxes and be secured - Call Scott Ready your project manager when ready for Occupancy inspection
Occupancy Inspection - Codes Commercial Ready for Temp CO 2/10/2025 02/10/2025
Misc
Corrective Action Required
02/06/2025
- Provide permanent ladders to roof access in accordance to 306.5 of the international mechanical code - Complete instaltation of all stall doors in bathrooms - Label Roof Top Units - Some GFCI’s at RTU’s not working
Occupancy Inspection - Fire Temporary C of O 02/13/2025
Misc
Corrective Action Required
02/07/2025
ok for TCO- one exterior item remaining.
Erosion Control Inspection Residential Partial 3/7/2025 3/7/2025 03/07/2025
Misc
Corrective Action Required
06/17/2024
5-21-24 BR Erosion control is up and working order. 5-30-24 BR Erosion control is up and working order. 6-3-24 BR Erosion control is up and working order. 6-17-24 BR Silt fence needs to be repaired. There are several location along on the fence line that needs to be repaired. 6-18-24 BR Silt fence has been repaired erosion control is up and working order. 6-26-24 BR Erosion control is up and working order. 7-3-24 BR Erosion control is up and working order. 7-11-24 BR Erosion control is up and working order. 7-17-24 BR Erosion control is up and working order. 7-26-24 BR Erosion control is up and working order. 8-9-24 BR Erosion control is up and working order. 8-15-24 BR Silt fence needs to be repaired. There are several location along on the fence line that needs to be repaired. 8-26-24 BR Silt fence needs to be repaired. There are several location along on the fence line that needs to be repaired. 9-5-24 BR Erosion control is up and working order 9-11-24 BR Erosion control is up and working order. 9-17-24 BR Erosion control is up and working order. 9-30-24 BR Erosion control is up and working order. 10-4-24 BR Erosion control is up and working order. 10-18-24 BR Erosion control is up and working order. 11-4-24 BR Erosion control is up and working order. 11-14-24 BR Erosion control is up and working order. 12-2-24 BR Erosion control is up and working order. 1-8-25 BR Erosion control is up and working order. 1-25-25 BR Erosion control is up and working order. 2-17-25 BR Erosion control is up and working order. 3-7-25 BR Erosion control is up and working order.
Occupancy Inspection - Codes Commercial Failed 4/11/2025 04/11/2025
Misc
Corrective Action Required
02/10/2025
- Provide permanent ladders to roof access in accordance to 306.5 of the international mechanical code - Complete instaltation of all stall doors in bathrooms - Label Roof Top Units - Some GFCI’s at RTU’s not working
Misc
Corrective Action Required
04/11/2025
All code related items must be completed, TCO request will not be granted. Call and shcedule ASAP.
Occupancy Inspection - Codes Commercial Ready for Temp CO 4/14/2025 4/14/2025 04/14/2025
Misc
Corrective Action Required
04/11/2025
GFCI at RTU’s 1 not working TCO extention granted
Misc
Resolved
04/14/2025
All code related items must be completed, TCO request will not be granted. Call and shcedule ASAP.
Documents & Images
Date Uploaded File Type Document Name
05/03/2023 Application Form 22103_TM Fieldhouse Permit Application
05/04/2023 Letter 22103_TM Fieldhouse _CWA Transmittal Form_230504
05/04/2023 Plans 22103_TM Fieldhouse Permit Set_230502
05/04/2023 Engineer Report/Study 23-0503 TM Fieldhouse Structural Calcs
05/10/2023 Letter jackson county health dept approval
05/22/2023 Letter DS P/R Corrections Document
06/08/2023 Email health dept information and plan
06/26/2023 Letter Special Inspection Services_TM Fieldhouse
06/26/2023 Plans 22103_TM Fieldhouse_Revision 1_230621
06/26/2023 Letter 22103_TM Fieldhouse_City Reponse Narrative
07/03/2023 Letter DS P/R Corrections Document
07/20/2023 Letter 22103_TM Fieldhouse_City Reponse Narrative_Revision 2
08/02/2023 Plans 22103_TM Fieldhouse_Revision 2_230720
08/11/2023 Letter DS P/R Corrections Document
11/30/2023 Email Jackson Cty approval
03/27/2024 Plans 240322_TM Fieldhouse_Delta 3_COMPILED
03/27/2024 Letter 240327_TM Fieldhouse_City Reponse Narrative_Delta 3
03/27/2024 Drawing TM Fieldhouse Exterior Lighting
03/27/2024 Plans TM FIELDHOUSE FOODSERVICE ADDENDUM SET 02-15-24 3
04/03/2024 Approved Plans approved_TM Fieldhouse_Delta 3_COMPILED
04/11/2024 Email Health Dept
04/24/2024 Approved Plans TM Fieldhouse FDP_Approved Plan Set_PL2023103
04/24/2024 Receipt Receipt for transaction: 2024-002626
04/24/2024 Letter DS Building Permit
05/08/2024 Letter INSPECTION SUMMARY
05/09/2024 Letter INSPECTION SUMMARY
05/10/2024 Letter INSPECTION SUMMARY
05/14/2024 Letter INSPECTION SUMMARY
05/15/2024 Letter INSPECTION SUMMARY
05/15/2024 Letter INSPECTION SUMMARY
05/16/2024 Letter INSPECTION SUMMARY
05/16/2024 Letter INSPECTION SUMMARY
05/17/2024 Letter INSPECTION SUMMARY
05/17/2024 Letter INSPECTION SUMMARY
05/20/2024 Letter INSPECTION SUMMARY
05/21/2024 Letter INSPECTION SUMMARY
05/21/2024 Letter INSPECTION SUMMARY
05/21/2024 Letter INSPECTION SUMMARY
05/22/2024 Letter INSPECTION SUMMARY
05/22/2024 Letter INSPECTION SUMMARY
05/22/2024 Letter INSPECTION SUMMARY
05/23/2024 Letter INSPECTION SUMMARY
05/23/2024 Letter INSPECTION SUMMARY
05/23/2024 Letter INSPECTION SUMMARY
05/24/2024 Letter INSPECTION SUMMARY
05/24/2024 Letter 22103_TM Fieldhouse_Inspection Report_City Reponse Narrative
05/24/2024 Engineer Report/Study RWCALC
05/24/2024 Drawing 3-15-24_Tailormade Landing PH2 RW1
05/24/2024 Approved Plans Approved retaining wall
05/28/2024 Letter INSPECTION SUMMARY
05/29/2024 Letter INSPECTION SUMMARY
05/30/2024 Letter INSPECTION SUMMARY
05/30/2024 Letter INSPECTION SUMMARY
05/30/2024 Letter INSPECTION SUMMARY
05/31/2024 Letter INSPECTION SUMMARY
05/31/2024 Ex_ Manhole
05/31/2024 New Service Wye into Ex_ MH
05/31/2024 New Service Wye
06/03/2024 Letter INSPECTION SUMMARY
06/03/2024 Letter INSPECTION SUMMARY
06/04/2024 Letter INSPECTION SUMMARY
06/04/2024 Letter INSPECTION SUMMARY
06/04/2024 3RD Party Insp Report 2024-02-19 - 230445 - TM Fieldhouse - Proofroll Inspection (1)
06/04/2024 3RD Party Insp Report 2024-02-21 - 230445 - TM Fieldhouse - Proofroll Inspection
06/04/2024 3RD Party Insp Report 2024-02-22 - 2024-02-24 - 230445 - TM Fieldhouse - Soil Nuclear Gauge
06/04/2024 3RD Party Insp Report 2024-02-22 - 230445 - TM Fieldhouse - Site Observation
06/04/2024 3RD Party Insp Report 2024-02-24 - 230445 - TM Fieldhouse - Site Observation
06/04/2024 3RD Party Insp Report 2024-02-26 - 230445 - TM Fieldhouse - Soil Nuclear Gauge (1)
06/04/2024 3RD Party Insp Report 2024-02-26 - 230445 - TM Fieldhouse - Soil Nuclear Gauge
06/04/2024 3RD Party Insp Report 2024-02-27 - 230445 - TM Fieldhouse - Soil Nuclear Gauge
06/04/2024 3RD Party Insp Report 2024-02-29 - 230445 - TM Fieldhouse - Proofroll Inspection
06/04/2024 3RD Party Insp Report 2024-03-19 - 230445 - TM Fieldhouse - Proofroll Inspection
06/04/2024 3RD Party Insp Report 2024-05-15 - 230445 - TM Fieldhouse - 446460 Compressive Strength of Concrete
06/04/2024 3RD Party Insp Report 2024-05-15 - 230445 - TM Fieldhouse - Footing Inspection (1)
06/04/2024 3RD Party Insp Report 2024-05-15 - 230445 - TM Fieldhouse - Footing Inspection (2)
06/04/2024 3RD Party Insp Report 2024-05-15 - 230445 - TM Fieldhouse - Footing Inspection
06/04/2024 3RD Party Insp Report 2024-05-15 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection (1)
06/04/2024 3RD Party Insp Report 2024-05-15 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
06/04/2024 3RD Party Insp Report 2024-05-16 - 230445 - TM Fieldhouse - 446458 Compressive Strength of Concrete
06/04/2024 3RD Party Insp Report 2024-05-16 - 230445 - TM Fieldhouse - Footing Inspection (1)
06/04/2024 3RD Party Insp Report 2024-05-16 - 230445 - TM Fieldhouse - Footing Inspection
06/04/2024 3RD Party Insp Report 2024-05-16 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
06/04/2024 3RD Party Insp Report 2024-05-16 - 230445 - TM Fieldhouse - Site Observation
06/04/2024 3RD Party Insp Report 2024-05-17 - 230445 - TM Fieldhouse - 446457 Compressive Strength of Concrete
06/04/2024 3RD Party Insp Report 2024-05-17 - 230445 - TM Fieldhouse - Footing Inspection (1)
06/04/2024 3RD Party Insp Report 2024-05-23 - 230445 - TM Fieldhouse - 446505 Compressive Strength of Concrete
06/04/2024 3RD Party Insp Report 2024-05-23 - 230445 - TM Fieldhouse - Footing Inspection
06/04/2024 3RD Party Insp Report 2024-05-23 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
06/04/2024 3RD Party Insp Report 2024-05-24 - 230445 - TM Fieldhouse - KCMO Daily Report
06/04/2024 3RD Party Insp Report 2024-05-24 - 230445 - TM Fieldhouse - Footing Inspection
06/04/2024 3RD Party Insp Report 2024-05-28 - 230445 - TM Fieldhouse - Footing Inspection
06/04/2024 3RD Party Insp Report 2024-05-28 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
06/04/2024 3RD Party Insp Report 2024-05-30 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
06/04/2024 Letter INSPECTION SUMMARY
06/06/2024 Letter INSPECTION SUMMARY
06/06/2024 Letter INSPECTION SUMMARY
06/10/2024 Letter INSPECTION SUMMARY
06/10/2024 Letter INSPECTION SUMMARY
06/11/2024 Letter INSPECTION SUMMARY
06/12/2024 Letter INSPECTION SUMMARY
06/12/2024 Letter INSPECTION SUMMARY
06/12/2024 Meter Pit 1a
06/12/2024 Meter Pit 1
06/12/2024 8x6 Tee on fire line (Private)
06/12/2024 Letter INSPECTION SUMMARY
06/13/2024 Letter INSPECTION SUMMARY
06/14/2024 Letter INSPECTION SUMMARY
06/14/2024 Letter INSPECTION SUMMARY
06/17/2024 Letter INSPECTION SUMMARY
06/17/2024 Letter INSPECTION SUMMARY
06/18/2024 Letter INSPECTION SUMMARY
06/18/2024 Letter INSPECTION SUMMARY
06/19/2024 Letter INSPECTION SUMMARY
06/19/2024 3RD Party Insp Report 2024-06-12 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
06/19/2024 3RD Party Insp Report 2024-06-14 - 230445 - TM Fieldhouse - Footing Inspection
06/19/2024 3RD Party Insp Report 2024-06-12 - 230445 - TM Fieldhouse - Footing Inspection
06/19/2024 3RD Party Insp Report 2024-06-06 - 230445 - TM Fieldhouse - 446687 Compressive Strength of Concrete
06/19/2024 3RD Party Insp Report 2024-06-04 - 230445 - TM Fieldhouse - 446643 Compressive Strength of Concrete
06/19/2024 3RD Party Insp Report 2024-05-15 - 230445 - TM Fieldhouse - 446460 Compressive Strength of Concrete (1)
06/19/2024 3RD Party Insp Report 2024-05-16 - 230445 - TM Fieldhouse - 446458 Compressive Strength of Concrete (1)
06/19/2024 3RD Party Insp Report 2024-05-17 - 230445 - TM Fieldhouse - 446457 Compressive Strength of Concrete (1)
06/19/2024 Letter INSPECTION SUMMARY
06/20/2024 Sewer service line 1a
06/20/2024 Sewer service line 1b
06/20/2024 Letter INSPECTION SUMMARY
06/20/2024 Letter INSPECTION SUMMARY
06/20/2024 Letter INSPECTION SUMMARY
06/20/2024 Letter INSPECTION SUMMARY
06/21/2024 Letter INSPECTION SUMMARY
06/21/2024 Letter INSPECTION SUMMARY
06/24/2024 Letter INSPECTION SUMMARY
06/24/2024 Letter INSPECTION SUMMARY
06/24/2024 Letter INSPECTION SUMMARY
06/24/2024 Letter INSPECTION SUMMARY
06/25/2024 Letter INSPECTION SUMMARY
06/25/2024 Letter INSPECTION SUMMARY
06/26/2024 Letter INSPECTION SUMMARY
06/26/2024 Letter INSPECTION SUMMARY
06/27/2024 Letter INSPECTION SUMMARY
07/02/2024 Engineer Report/Study 2024-06-14 - 230445 - TM Fieldhouse - 446816 Compressive Strength of Concrete
07/02/2024 Engineer Report/Study 2024-06-12 - 230445 - TM Fieldhouse - 446771 Compressive Strength of Concrete
07/02/2024 Engineer Report/Study 2024-05-23 - 230445 - TM Fieldhouse - 446505 Compressive Strength of Concrete (1)
07/02/2024 Engineer Report/Study 2024-05-28 - 230445 - TM Fieldhouse - 446545 Compressive Strength of Concrete (1)
07/02/2024 Engineer Report/Study 2024-05-28 - 230445 - TM Fieldhouse - 446544 Compressive Strength of Concrete (1)
07/02/2024 Engineer Report/Study 2024-05-28 - 230445 - TM Fieldhouse - 446543 Compressive Strength of Concrete (1)
07/02/2024 Engineer Report/Study 2024-05-30 - 230445 - TM Fieldhouse - 446627 Compressive Strength of Concrete (1)
07/02/2024 Engineer Report/Study 2024-06-24 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
07/02/2024 Letter INSPECTION SUMMARY
07/03/2024 Engineer Report/Study 2024-06-24 - 230445 - TM Fieldhouse - 446906 Compressive Strength of Concrete
07/03/2024 Engineer Report/Study 2024-06-04 - 230445 - TM Fieldhouse - 446643 Compressive Strength of Concrete (1)
07/08/2024 Letter INSPECTION SUMMARY
07/09/2024 TM Fieldhouse PE Stamped
07/09/2024 Letter INSPECTION SUMMARY
07/10/2024 Letter INSPECTION SUMMARY
07/11/2024 Letter INSPECTION SUMMARY
07/11/2024 Letter INSPECTION SUMMARY
07/12/2024 3RD Party Insp Report 2024-07-09 - 230445 - TM Fieldhouse - Reinforcing Steel Inspection
07/12/2024 3RD Party Insp Report 2024-07-10 - 230445 - TM Fieldhouse - Masonry Inspection
07/12/2024 3RD Party Insp Report 2024-07-09 - 230445 - TM Fieldhouse - Footing Inspection
07/12/2024 3RD Party Insp Report 2024-07-09 - 230445 - TM Fieldhouse - Site Observation
07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/17/2024 Letter INSPECTION SUMMARY
07/17/2024 Letter INSPECTION SUMMARY
07/17/2024 Letter INSPECTION SUMMARY
07/17/2024 Letter INSPECTION SUMMARY
07/23/2024 Letter Fire (Alarm) Plan Review Notice
07/23/2024 3RD Party Insp Report 2024-07-08 - 230445 - TM Fieldhouse - 447005 Compressive Strength of Concrete
07/23/2024 3RD Party Insp Report 2024-06-14 - 230445 - TM Fieldhouse - 446816 Compressive Strength of Concrete (1)
07/23/2024 3RD Party Insp Report 2024-07-15 - 230445 - TM Fieldhouse - Proofroll Inspection (1)
07/23/2024 3RD Party Insp Report 2024-07-15 - 230445 - TM Fieldhouse - Proofroll Inspection
07/23/2024 3RD Party Insp Report 2024-07-15 - 230445 - TM Fieldhouse - Masonry Inspection
07/26/2024 Letter INSPECTION SUMMARY
07/26/2024 Letter INSPECTION SUMMARY
07/31/2024 3RD Party Insp Report 2024-06-24 - 230445 - TM Fieldhouse - 446906 Compressive Strength of Concrete (1)
07/31/2024 3RD Party Insp Report 2024-07-10 - 230445 - TM Fieldhouse - 447020 - Compressive Strength of Grout Prism
07/31/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447126 Compressive Strength of Concrete
07/31/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447121 Compressive Strength of Concrete
07/31/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447117 Compressive Strength of Concrete
07/31/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447114 Compressive Strength of Concrete
07/31/2024 3RD Party Insp Report 2024-07-09 - 230445 - TM Fieldhouse - 447003 Compressive Strength of Concrete
07/31/2024 3RD Party Insp Report 2024-07-23 - 230445 - TM Fieldhouse - Proofroll Inspection
07/31/2024 3RD Party Insp Report 2024-07-19 - 230445 - TM Fieldhouse - Masonry Inspection
07/31/2024 3RD Party Insp Report 2024-07-25 - 230445 - TM Fieldhouse - Masonry Inspection (1)
07/31/2024 3RD Party Insp Report 2024-07-25 - 230445 - TM Fieldhouse - Masonry Inspection
07/31/2024 3RD Party Insp Report 2024-07-22 - 230445 - TM Fieldhouse - Masonry Inspection (2)
07/31/2024 3RD Party Insp Report 2024-07-22 - 230445 - TM Fieldhouse - Masonry Inspection (1)
07/31/2024 3RD Party Insp Report 2024-07-12 - 230445 - TM Fieldhouse - Masonry Inspection
07/31/2024 3RD Party Insp Report 2024-07-22 - 230445 - TM Fieldhouse - Masonry Inspection
07/31/2024 3RD Party Insp Report 2024-07-17 - 230445 - TM Fieldhouse - Masonry Inspection (1)
07/31/2024 3RD Party Insp Report 2024-07-17 - 230445 - TM Fieldhouse - Masonry Inspection
08/02/2024 Fieldhouse Revised 8-1-24
08/09/2024 Letter INSPECTION SUMMARY
08/09/2024 Letter INSPECTION SUMMARY
08/15/2024 Letter INSPECTION SUMMARY
08/15/2024 Letter INSPECTION SUMMARY
08/15/2024 Letter INSPECTION SUMMARY
08/26/2024 Letter INSPECTION SUMMARY
09/03/2024 Letter INSPECTION SUMMARY
09/05/2024 Letter INSPECTION SUMMARY
09/05/2024 Letter INSPECTION SUMMARY
09/10/2024 3RD Party Insp Report 2024-07-09 - 230445 - TM Fieldhouse - 447003 Compressive Strength of Concrete
09/10/2024 3RD Party Insp Report 2024-07-10 - 230445 - TM Fieldhouse - 447020 - Compressive Strength of Grout Prism
09/10/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447114 Compressive Strength of Concrete
09/10/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447117 Compressive Strength of Concrete
09/10/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447121 Compressive Strength of Concrete
09/10/2024 3RD Party Insp Report 2024-08-09 - 230445 - TM Fieldhouse - Masonry Inspection
09/10/2024 3RD Party Insp Report 2024-08-19 - 230445 - TM Fieldhouse - Masonry Inspection
09/10/2024 3RD Party Insp Report 2024-08-20 - 230445 - TM Fieldhouse - Masonry Inspection
09/10/2024 3RD Party Insp Report 2024-07-18 - 230445 - TM Fieldhouse - 447126 Compressive Strength of Concrete
09/10/2024 3RD Party Insp Report 2024-07-26 - 230445 - TM Fieldhouse - 447314 Compressive Strength of Concrete
09/10/2024 3RD Party Insp Report 2024-08-26 - 230445 - TM Fieldhouse - Masonry Inspection
09/10/2024 Discrepancy Log_15753164
09/11/2024 Letter INSPECTION SUMMARY
09/11/2024 Letter INSPECTION SUMMARY
09/11/2024 Letter INSPECTION SUMMARY
09/11/2024 Letter INSPECTION SUMMARY
09/18/2024 Letter INSPECTION SUMMARY
09/18/2024 Letter INSPECTION SUMMARY
09/20/2024 TM Fieldhouse - Fire sprinkler drawings - for city approval 092024
09/20/2024 Letter INSPECTION SUMMARY
09/23/2024 Letter Fire (Sprinkler) Plan Review
09/24/2024 Letter INSPECTION SUMMARY
09/24/2024 Letter INSPECTION SUMMARY
09/30/2024 Letter INSPECTION SUMMARY
09/30/2024 Letter INSPECTION SUMMARY
09/30/2024 Letter INSPECTION SUMMARY
09/30/2024 Letter INSPECTION SUMMARY
10/02/2024 Letter INSPECTION SUMMARY
10/03/2024 Letter INSPECTION SUMMARY
10/08/2024 Letter INSPECTION SUMMARY
10/08/2024 Letter INSPECTION SUMMARY
10/14/2024 Letter Fire Building Plan Review
10/14/2024 Letter Fire Building Plan Review
10/14/2024 Letter INSPECTION SUMMARY
10/14/2024 Letter INSPECTION SUMMARY
10/15/2024 Letter INSPECTION SUMMARY
10/16/2024 Letter INSPECTION SUMMARY
10/16/2024 Letter INSPECTION SUMMARY
10/18/2024 Letter INSPECTION SUMMARY
10/18/2024 Letter INSPECTION SUMMARY
10/21/2024 Letter INSPECTION SUMMARY
10/21/2024 Letter INSPECTION SUMMARY
10/22/2024 Letter INSPECTION SUMMARY
10/24/2024 Letter INSPECTION SUMMARY
10/24/2024 Letter INSPECTION SUMMARY
10/24/2024 Letter INSPECTION SUMMARY
10/24/2024 Letter INSPECTION SUMMARY
10/24/2024 Letter INSPECTION SUMMARY
10/28/2024 Letter INSPECTION SUMMARY
10/29/2024 Letter INSPECTION SUMMARY
10/30/2024 Letter INSPECTION SUMMARY
10/30/2024 Letter INSPECTION SUMMARY
10/30/2024 Letter INSPECTION SUMMARY
10/30/2024 Letter INSPECTION SUMMARY
11/04/2024 Letter INSPECTION SUMMARY
11/04/2024 Letter INSPECTION SUMMARY
11/04/2024 Letter INSPECTION SUMMARY
11/05/2024 Letter INSPECTION SUMMARY
11/07/2024 Letter INSPECTION SUMMARY
11/07/2024 Letter INSPECTION SUMMARY
11/08/2024 Letter INSPECTION SUMMARY
11/13/2024 Letter INSPECTION SUMMARY
11/13/2024 Letter INSPECTION SUMMARY
11/13/2024 Letter INSPECTION SUMMARY
11/13/2024 Letter INSPECTION SUMMARY
11/13/2024 Letter INSPECTION SUMMARY
11/13/2024 Letter INSPECTION SUMMARY
11/14/2024 Letter INSPECTION SUMMARY
11/14/2024 Letter INSPECTION SUMMARY
11/14/2024 Letter INSPECTION SUMMARY
11/14/2024 Letter INSPECTION SUMMARY
11/14/2024 2024-11-01 - 2024-11-08 - 230445 - TM Fieldhouse - Bituminous Density
11/14/2024 TM Fieldhouse - Bituminous Density
11/14/2024 Letter INSPECTION SUMMARY
11/14/2024 Letter INSPECTION SUMMARY
11/14/2024 Letter INSPECTION SUMMARY
11/14/2024 Letter INSPECTION SUMMARY
11/15/2024 Letter INSPECTION SUMMARY
11/18/2024 Letter INSPECTION SUMMARY
11/18/2024 Letter INSPECTION SUMMARY
11/19/2024 Letter INSPECTION SUMMARY
11/19/2024 Letter INSPECTION SUMMARY
12/02/2024 Letter INSPECTION SUMMARY
12/02/2024 Letter INSPECTION SUMMARY
12/02/2024 Letter INSPECTION SUMMARY
12/02/2024 Letter INSPECTION SUMMARY
12/02/2024 Letter INSPECTION SUMMARY
12/02/2024 Letter INSPECTION SUMMARY
12/03/2024 Letter INSPECTION SUMMARY
12/03/2024 Letter INSPECTION SUMMARY
12/03/2024 Letter INSPECTION SUMMARY
12/03/2024 Letter INSPECTION SUMMARY
12/03/2024 Letter INSPECTION SUMMARY
12/03/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/04/2024 Letter INSPECTION SUMMARY
12/17/2024 Letter INSPECTION SUMMARY
12/29/2024 2024-12-10 - 2024-12-12 - 230445 - TM Fieldhouse - Bituminous Density
01/14/2025 Letter INSPECTION SUMMARY
01/14/2025 Letter INSPECTION SUMMARY
01/16/2025 Letter INSPECTION SUMMARY
01/16/2025 Letter INSPECTION SUMMARY
02/03/2025 Letter INSPECTION SUMMARY
02/03/2025 Letter INSPECTION SUMMARY
02/04/2025 Letter INSPECTION SUMMARY
02/05/2025 Letter INSPECTION SUMMARY
02/06/2025 Letter INSPECTION SUMMARY
02/06/2025 Letter INSPECTION SUMMARY
02/06/2025 Receipt Receipt for transaction: 2025-000785
02/07/2025 Letter Fire Loss Reduction Form
02/07/2025 Letter Fire Loss Reduction Form
02/07/2025 3RD Party Insp Report TMF Health Inspection - Passed 1_29_25 (003)
02/10/2025 Letter INSPECTION SUMMARY
02/10/2025 Letter INSPECTION SUMMARY
02/13/2025 Letter Fire Loss Reduction Form
02/14/2025 Certificate/License Codes Temporary Certificate of Occupancy
02/14/2025 Receipt Receipt for transaction:2025-000930
03/07/2025 Letter INSPECTION SUMMARY
03/07/2025 Letter INSPECTION SUMMARY
03/12/2025 Letter TCO Extension Request Letter
03/12/2025 Certificate/License Codes Temporary Certificate of Occupancy
03/12/2025 Receipt Receipt for transaction:2025-001487
04/11/2025 Certificate/License Codes Temporary Certificate of Occupancy
04/11/2025 Receipt Receipt for transaction:2025-002260
04/14/2025 Letter INSPECTION SUMMARY
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