Permit Application Status

PRCOM20114943


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Summary
PRCOM20114943
Building Permit - Commercial
Final Completion
SAINT LUKES EAST HOSPITAL
ADDITION COMMERCIAL
SURGICAL ADDITION SHELL ONLY
09/07/2011
11/11/2011
10/04/2014
01/15/2013
Locations
Contacts
ACI BOLAND, Address:11229 NALL, SUITE 140  
MCCOWN GORDON CONSTRUCTION LLC, Address:850 MAIN ST, Phone:(816) 960-1111  
MMC CONTRACTORS NATIONAL INC, Address:13800 WYANDOTTE, Phone:(816) 941-5300  
SHAW ELECTRIC COMPANY, Address:3600 FULLER, Phone:(816) 921-0033  
MMC CONTRACTORS NATIONAL INC, Address:13800 WYANDOTTE, Phone:(816) 941-5300  
SAINT LUKES EAST HOSPITAL, Address:100 NW SAINT LUKES BOULEVARD  
STRUCTURAL ENGINEERING ASSOCIATES INC, Address:1000 WALNUT SUITE 1570  
Reviews
Review Type Outcome Est. Completion Date Completed
Sprinkler Plan Review Released for Construction 09/21/2011 06/07/2012
Jim Eden
Construction documents - Fire protection systems
Resolved
06/07/2012

2006 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. Plans recieved February 27, 2012 and May 7, 2012 Provide revised plans for the first floor tenant finish. Revised first floor
Misc
Resolved
06/07/2012

The plans do not include build out of the shell building including standpipes at first floor exterior doors. Provide tenant finish plans as part of this submittal or provide complete shell plans. 1st Floor tenant finish plans provided on May 9th, 2012. Plans evaluated as a complete package.
Misc
Resolved
06/07/2012

The proposed riser is NOT supported by an FDC. There is also not a clear separation on the exterior of the building to determine which FDC would be supported by the fire deparment if needed. Provide a clear separation of new and existing system or extend from the the the existing riser as allowed by square the square footage requirements of NFPA 13. If an FDC is provided, It shall be located within 100 feet of an accessible fire hydrant. Action taken: The east side of the Surgi-Center is supported by the main Surgi-Center riser and supplied via the service tunnel. Flow control valves need to be clearly identified for the area they serve. Verified at inspection.
Misc
Resolved
06/07/2012

The FHC's shown at the east and northeast first floor exterior doors on the shell building system are not supplied or shown on tenant finish sprinkler plans. Provide revised 1st floor tenant finish plans.
Misc
Resolved
06/07/2012

Provide revised calculations for the first floor tenant finish and indicate the safety margin. The safety margin should be 5 psi or greater.
Misc
Resolved
06/07/2012

The first floor tenant finish shall be designed to the 2002 NFPA 13 and the 2006 IBC and IFC. Several editions of NFPA 13 are referred to on the plans.
Installation acceptance testing
Corrective Action Required
06/07/2012

2006 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. Call (816) 969-1300 to schedule hydrostatic and flow testing.
Misc
Resolved
06/07/2012

For information only. Confirmed with Jayhawk that the 4 inch line from the FDC shown on the Existing Riser Detail, FP-3, does not go directly to the sprinklers.
Construction documents - Fire protection systems
Corrective Action Required
06/07/2012

2006 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. Revised first floor tenamnt finish plans received May 31, 2012.
Misc
Corrective Action Required
06/07/2012

Ensure that the FHC at the door is located inside of vestibule 135. Verified at inspection.
Sprinkler Plan Review Rejected 03/02/2012
Jim Eden
Construction documents - Fire protection systems
Corrective Action Required
03/02/2012

2006 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. Plans recieved February 27, 2012 and May 7, 2012 Provide revised plans for the first floor tenant finish.
Misc
Corrective Action Required
05/10/2012

The plans do not include build out of the shell building including standpipes at first floor exterior doors. Provide tenant finish plans as part of this submittal or provide complete shell plans. 1st Floor tenant finish plans provided on May 9th, 2012. Plans evaluated as a complete package.
Misc
Corrective Action Required
05/10/2012

The proposed riser is NOT supported by an FDC. There is also not a clear separation on the exterior of the building to determine which FDC would be supported by the fire deparment if needed. Provide a clear separation of new and existing system or extend from the the the existing riser as allowed by square the square footage requirements of NFPA 13. If an FDC is provided, It shall be located within 100 feet of an accessible fire hydrant. Action taken: The east side of the Surgi-Center is supported by the main Surgi-Center riser and supplied via the service tunnel. Flow control valves need to be clearly identified for the area they serve. Verified at inspection.
Misc
Corrective Action Required
05/09/2012

The FHC's shown at the east and northeast first floor exterior doors on the shell building system are not supplied or shown on tenant finish sprinkler plans. Provide revised 1st floor tenant finish plans.
Misc
Corrective Action Required
05/09/2012

Provide revised calculations for the first floor tenant finish and indicate the safety margin. The safety margin should be 5 psi or greater.
Misc
Corrective Action Required
05/09/2012

The first floor tenant finish shall be designed to the 2002 NFPA 13 and the 2006 IBC and IFC. Several editions of NFPA 13 are referred to on the plans.
Installation acceptance testing
Corrective Action Required
05/09/2012

2006 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. Call (816) 969-1300 to schedule hydrostatic and flow testing.
Misc
Corrective Action Required
05/10/2012

For information only. Confirmed with Jayhawk that the 4 inch line from the FDC shown on the Existing Riser Detail, FP-3, does not go directly to the sprinklers.
Fire Plan Review Approved 12/13/2011
Jim Eden
Misc
Corrective Action Required
12/13/2011

NO change in original comments with the addition of lightning protection.
Internal Plan Review (Res) Approved 11/08/2011
Mike Weisenborn
True
Final Development Plan Review Approved 11/08/2011
Mike Weisenborn
Building Plan Review Approved 10/13/2011 10/06/2011
Mike Weisenborn
Bldg - Special inspections - Statement of special inspections
Resolved
10/06/2011

2006 IBC 1704.1.1 - Statement of special inspections. The permit applicant shall submit a statement of special inspections prepared by the registered design professional in responsible charge in accordance with 106.1 as a condition for permit issuance. This statement shall be in accordance with Section 1705. Exceptions: 1. A statement of special inspections is not required for structures designed and constructed in accordance with the conventional construction provisions of Section 2308. 2. The statement of special inspections is permitted to be prepared by a qualified person approved by the building official for construction not designed by a registered design professional. Action required - Provide a statment of special inspections for this project.
Bldg - Special inspections - Report requirement
Corrective Action Required
10/06/2011

2006 IBC 1704.1.2 - Report Requirement. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work. Action required - This comment is for information purposes.
Final Development Plan
Corrective Action Required
10/06/2011

The building permit for this project can not be issued until the Codes Administration Department has received the approved Final Development Plan from the Planning and Development Department. Action required - This comment is for information purposes.
License contractors
Resolved
10/06/2011

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. Expert from Sec. 7-130, Lees Summit Code of Ordinances. Action required - The names of the licensed sub-contractors shall be provided prior to permit issuance.
Business License
Resolved
10/06/2011

Lee's Summit Code of Ordinance, Section7-130.10 - Business License. It shall be unlawfull 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 - The name of the general contractor shall be provided prior to permit approval.
License Tax Application
Corrective Action Required
10/06/2011

A License Tax application completed by the contractor must be submitted to the City of Lee's Summit, Codes Administration Department, and any applicable License Tax paid prior to issuing a building permit. Action required - The general contractor shall complete a license tax apllication.
Fire Plan Review Approved 09/19/2011 10/04/2011
Jim Eden
Construction documents - Fire protection systems
Resolved
10/04/2011

2006 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.
Construction documents for fire alarm systems
Resolved
10/04/2011

2006 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 review and approval.
Misc
Resolved
10/04/2011

Standpipe connections shall be provided at the exterior egress doors along the east and north side of the building. Indicate on sprinkler system shop drawings.
Misc
Resolved
10/04/2011

The door schedule and drawing A4 were not avalaible with the plan set. All exterior egress doors shall have a clear width of 41.5 inches.
Misc
Resolved
10/04/2011

Fire Department- IFC 1008.1.2 Door swing. Egress doors shall be side-hinged swinging. Exceptions: 1. Private garages, office areas, factory and storage areas with an occupant load of 10 or less. 2. Group I-3 occupancies used as a place of detention. 3. Critical or intensive care patient rooms within suites of health care facilities. 4. Doors within or serving a single dwelling unit in Groups R-2 and R-3. 5. In other than Group H occupancies, revolving doors complying with Section 1008.1.3.1. 6. In other than Group H occupancies, horizontal sliding doors complying with Section 1008.1.3.3 are permitted in a means of egress. 7. Power-operated doors in accordance with Section 1008.1.3.2. 8. Doors serving a bathroom within an individual sleeping unit in Group R-1. Doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. The opening force for interior side-swinging doors without closers shall not exceed a 5-pound (22 N) force. For other side-swinging, sliding and folding doors, the door latch shall release when subjected to a 15-pound (67 N) force. The door shall be set in motion when subjected to a 30-pound (133 N) force. The door shall swing to a full-open position when subjected to a 15-pound (67 N) force. Forces shall be applied to the latch side. Door 104A is a marked exit and shall swing in the direction of travel.
Address numbers required
Resolved
10/04/2011

2006 IFC 505.1- Address numbers. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. In Multi-tenant commercial building where tenants have multiple entrances located on different sides of the building , each door shall be addressed. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). Verified at inspection.
Installation acceptance testing
Resolved
10/04/2011

2006 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. Call (816) 969-1300 to schedule testing.
Misc
Corrective Action Required
10/04/2011

1411.2 Maintenance. Required means of egress shall be maintained during construction and demolition, remodeling or alterations and additions to any building. Exception: Approved temporary means of egress systems and facilities. To be monitored during construction.
Portable fire extinguishers - general
Resolved
10/04/2011

2006 IFC 906.2 - General requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and NFPA 10. Provide fire extinguishers in the new space during and after construction.
Misc
Resolved
10/04/2011

IFC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises’ electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways in buildings required to have two or more exits. 3. Exterior egress components at other than the level of exit discharge until exit discharge is accomplished for buildings required to have two or more exits. 4. Interior exit discharge elements, as permitted in Section 1024.1, in buildings required to have two or more exits. 5. Exterior landings, as required by Section 1008.1.5, for exit discharge doorways in buildings required to have two or more exits. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with Section 2702 of the International Building Code. Emergency lighting in the temporary exit corridor and the open spaces after shell construction , shall be provided by emergency light packs or existing lighting connected to the emergency generator.
Internal Plan Review (Res) Rejected 09/21/2011 09/22/2011
Mike Weisenborn
Fire Plan Review Rejected 09/21/2011 09/21/2011
Jim Eden
Construction documents - Fire protection systems
Corrective Action Required
09/21/2011

2006 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.
Construction documents for fire alarm systems
Corrective Action Required
09/21/2011

2006 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 review and approval.
Misc
Corrective Action Required
09/21/2011

Standpipe connections shall be provided at the exterior egress doors along the east and north side of the building. Indicate on sprinkler system shop drawings.
Misc
Corrective Action Required
09/21/2011

The door schedule and drawing A4 were not avalaible with the plan set. All exterior egress doors shall have a clear width of 41.5 inches.
Misc
Corrective Action Required
09/21/2011

Fire Department- IFC 1008.1.2 Door swing. Egress doors shall be side-hinged swinging. Exceptions: 1. Private garages, office areas, factory and storage areas with an occupant load of 10 or less. 2. Group I-3 occupancies used as a place of detention. 3. Critical or intensive care patient rooms within suites of health care facilities. 4. Doors within or serving a single dwelling unit in Groups R-2 and R-3. 5. In other than Group H occupancies, revolving doors complying with Section 1008.1.3.1. 6. In other than Group H occupancies, horizontal sliding doors complying with Section 1008.1.3.3 are permitted in a means of egress. 7. Power-operated doors in accordance with Section 1008.1.3.2. 8. Doors serving a bathroom within an individual sleeping unit in Group R-1. Doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. The opening force for interior side-swinging doors without closers shall not exceed a 5-pound (22 N) force. For other side-swinging, sliding and folding doors, the door latch shall release when subjected to a 15-pound (67 N) force. The door shall be set in motion when subjected to a 30-pound (133 N) force. The door shall swing to a full-open position when subjected to a 15-pound (67 N) force. Forces shall be applied to the latch side. Door 104A is a marked exit and shall swing in the direction of travel.
Address numbers required
Corrective Action Required
09/21/2011

2006 IFC 505.1- Address numbers. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. In Multi-tenant commercial building where tenants have multiple entrances located on different sides of the building , each door shall be addressed. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). Verified at inspection.
Installation acceptance testing
Corrective Action Required
09/21/2011

2006 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. Call (816) 969-1300 to schedule testing.
Misc
Corrective Action Required
09/21/2011

1411.2 Maintenance. Required means of egress shall be maintained during construction and demolition, remodeling or alterations and additions to any building. Exception: Approved temporary means of egress systems and facilities. To be monitored during construction.
Portable fire extinguishers - general
Corrective Action Required
09/21/2011

2006 IFC 906.2 - General requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and NFPA 10. Provide fire extinguishers in the new space during and after construction.
Misc
Corrective Action Required
09/21/2011

IFC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises’ electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways in buildings required to have two or more exits. 3. Exterior egress components at other than the level of exit discharge until exit discharge is accomplished for buildings required to have two or more exits. 4. Interior exit discharge elements, as permitted in Section 1024.1, in buildings required to have two or more exits. 5. Exterior landings, as required by Section 1008.1.5, for exit discharge doorways in buildings required to have two or more exits. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with Section 2702 of the International Building Code. Emergency lighting in the temporary exit corridor and the open spaces after shell construction , shall be provided by emergency light packs or existing lighting connected to the emergency generator.
License Tax Codes Approved 09/21/2011 09/21/2011
Mike Weisenborn
Building Plan Review Rejected 09/21/2011 09/21/2011
Mike Weisenborn
Bldg - Special inspections - Statement of special inspections
Corrective Action Required
09/20/2011

2006 IBC 1704.1.1 - Statement of special inspections. The permit applicant shall submit a statement of special inspections prepared by the registered design professional in responsible charge in accordance with 106.1 as a condition for permit issuance. This statement shall be in accordance with Section 1705. Exceptions: 1. A statement of special inspections is not required for structures designed and constructed in accordance with the conventional construction provisions of Section 2308. 2. The statement of special inspections is permitted to be prepared by a qualified person approved by the building official for construction not designed by a registered design professional. Action required - Provide a statment of special inspections for this project.
Bldg - Special inspections - Report requirement
Corrective Action Required
09/21/2011

2006 IBC 1704.1.2 - Report Requirement. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work. Action required - This comment is for information purposes.
Final Development Plan
Corrective Action Required
09/21/2011

The building permit for this project can not be issued until the Codes Administration Department has received the approved Final Development Plan from the Planning and Development Department. Action required - This comment is for information purposes.
License contractors
Corrective Action Required
09/21/2011

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. Expert from Sec. 7-130, Lees Summit Code of Ordinances. Action required - The names of the licensed sub-contractors shall be provided prior to permit issuance.
Business License
Corrective Action Required
09/21/2011

Lee's Summit Code of Ordinance, Section7-130.10 - Business License. It shall be unlawfull 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 - The name of the general contractor shall be provided prior to permit approval.
License Tax Application
Corrective Action Required
09/21/2011

A License Tax application completed by the contractor must be submitted to the City of Lee's Summit, Codes Administration Department, and any applicable License Tax paid prior to issuing a building permit. Action required - The general contractor shall complete a license tax apllication.
Fees
Paid Fees Amount Paid Owing Date Paid
9110078-Valuation Fee for Addition to Commercial $14,606.29 $14,606.29 Paid 11/11/2011
9123001-Escrow Deposit $7,352.66 $7,352.66 Paid 10/28/2011
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Concrete Walls and Columns Inspection Partial 4/18/2012 at 12:00 AM 11/25/2011
Misc
Corrective Action Required
11/25/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL;
Concrete Walls and Columns Inspection Partial 11/28/2011 (9:00) 11/28/2011 at 12:00 AM 11/28/2011
Misc
Corrective Action Required
11/25/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Corrective Action Required
11/25/2011
CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7
Concrete Walls and Columns Inspection Partial 11/29/2011 (8:00) 11/29/2011 at 12:00 AM 11/29/2011
Misc
Corrective Action Required
11/28/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Corrective Action Required
11/28/2011
CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7;
Concrete Walls and Columns Inspection Partial 11/29/2011 (2:45) 11/29/2011 at 12:00 AM 11/29/2011
Misc
Corrective Action Required
11/29/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Corrective Action Required
11/29/2011
CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6;
Concrete Walls and Columns Inspection Partial 12/2/2011 (11:00) 12/2/2011 at 12:00 AM 12/02/2011
Misc
Corrective Action Required
11/29/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Corrective Action Required
11/29/2011
CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1;
Concrete Walls and Columns Inspection Partial 12/6/2011 (1:00) 12/6/2011 at 12:00 AM 12/06/2011
Misc
Corrective Action Required
12/02/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Corrective Action Required
12/02/2011
CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5;
Concrete Walls and Columns Inspection Partial 12/8/2011 (8:00) 12/8/2011 at 12:00 AM 12/08/2011
Misc
Corrective Action Required
12/06/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Corrective Action Required
12/06/2011
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Suspended Slab Inspection Partial 12/9/2011 at 12:00 AM 12/09/2011
Misc
Partial Correction
12/09/2011
INSPECTION WAIVED ON SUSPENDED PAN-SLAB DECK POURS -- DEFERRED TO 3RD PARTY INSPECTION
Concrete Walls and Columns Inspection Partial 12/13/2011 at 12:00 AM 12/13/2011
Misc
Corrective Action Required
12/08/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Partial Correction
12/13/2011
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Suspended Slab Inspection Partial 12/14/2011 at 12:00 AM 12/14/2011
Misc
Partial Correction
12/09/2011
INSPECTION WAIVED ON SUSPENDED PAN-SLAB DECK POURS -- DEFERRED TO 3RD PARTY INSPECTION
Concrete Walls and Columns Inspection Partial 12/21/2011 (10:45) 12/21/2011 at 12:00 AM 12/21/2011
Misc
Partial Correction
12/21/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Partial Correction
12/13/2011
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Partial Correction
12/21/2011
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1;
Concrete Walls and Columns Inspection Partial 12/22/2011 (8:15) 12/22/2011 at 12:00 AM 12/22/2011
Misc
Partial Correction
12/21/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: CROSSWALL AT (CC) BETWEEN STAIR AND ELEVATOR SHAFTS AT 1ST LEVEL; ENTIRE FIRST FLOOR ELEVATOR
Misc
Partial Correction
12/21/2011
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Partial Correction
12/21/2011
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1; BB.5/4.7; BB.5/5.2; BB.5/5.9;
Concrete Walls and Columns Inspection Partial 12/29/2011 at 12:00 AM 12/29/2011
Misc
Partial Correction
12/22/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: ENTIRE FIRST LEVEL ELEVATOR / STAIR SHAFTS; ENTIRE SECOND LEVEL ELEVATOR / STAIR SHAFTS
Misc
Partial Correction
12/22/2011
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Partial Correction
12/22/2011
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1; BB.5/4.7; BB.5/5.2; BB.5/5.9;
Concrete Walls and Columns Inspection Partial 12/30/2011 at 12:00 AM 12/30/2011
Misc
Partial Correction
12/29/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: ENTIRE FIRST LEVEL ELEVATOR / STAIR SHAFTS; ENTIRE SECOND LEVEL ELEVATOR / STAIR SHAFTS
Misc
Partial Correction
12/29/2011
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Partial Correction
12/29/2011
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1; BB.5/4.7; BB.5/5.2; BB.5/5.9; DD/2.5; DD/3.7; CC/3.7; BB/3.7; CC/2.7; BB/2.7;
Concrete Walls and Columns Inspection Partial 1/3/2012 at 12:00 AM 01/03/2012
Misc
Partial Correction
12/30/2011
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: ENTIRE FIRST LEVEL ELEVATOR / STAIR SHAFTS; ENTIRE SECOND LEVEL ELEVATOR / STAIR SHAFTS
Misc
Partial Correction
12/30/2011
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Partial Correction
12/30/2011
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1; BB.5/4.7; BB.5/5.2; BB.5/5.9; DD/2.5; DD/3.7; CC/3.7; BB/3.7; CC/2.7; BB/2.7; CC/1;BB/0.2;BB/1;A.5/2.7;A.5/1;A.5/0.2;
Concrete Walls and Columns Inspection Partial 1/4/2012 (1:45) 1/4/2012 at 12:00 AM 01/04/2012
Misc
Partial Correction
01/03/2012
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: ENTIRE FIRST LEVEL ELEVATOR / STAIR SHAFTS; ENTIRE SECOND LEVEL ELEVATOR / STAIR SHAFTS
Misc
Partial Correction
01/03/2012
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Partial Correction
01/03/2012
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1; BB.5/4.7; BB.5/5.2; BB.5/5.9; DD/2.5; DD/3.7; CC/3.7; BB/3.7; CC/2.7; BB/2.7; CC/1; BB/0.2; BB/1; A.5/2.7; A.5/1; A.5/0.2; CC/0.2; DD/0.2; DD/1;
Concrete Walls and Columns Inspection Partial 1/11/2012 at 12:00 AM 01/11/2012
Misc
Partial Correction
01/04/2012
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: ENTIRE FIRST LEVEL ELEVATOR / STAIR SHAFTS; ENTIRE SECOND LEVEL ELEVATOR / STAIR SHAFTS
Misc
Partial Correction
01/04/2012
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Partial Correction
01/04/2012
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1; BB.5/4.7; BB.5/5.2; BB.5/5.9; DD/2.5; DD/3.7; CC/3.7; BB/3.7; CC/2.7; BB/2.7; CC/1; BB/0.2; BB/1; A.5/2.7; A.5/1; A.5/0.2; CC/0.2; DD/0.2; DD/1;
Misc
Partial Correction
01/11/2012
OK TO POUR WHEN READY ROOF LEVEL SHAFT PARAPET WALLS AND SOUTH HALF STUB COLUMNS;
Suspended Slab Inspection Partial 1/13/2012 at 12:00 AM 01/13/2012
Misc
Partial Correction
12/14/2011
INSPECTION WAIVED ON SUSPENDED PAN-SLAB DECK POURS -- DEFERRED TO 3RD PARTY INSPECTION
Rough Framing Inspection - Commercial Partial 2/2/2012 at 12:00 AM 02/02/2012
Rough Framing Inspection - Commercial Partial 2/3/2012 at 12:00 AM 02/03/2012
Misc
Partial Correction
02/03/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL ALONG (11) FROM (B) TO (F): INSTALLATION OF RE-DESIGN ADDED BOX BEAM AT WINDOW SILLS IN PROGRESS
Rough Framing Inspection - Commercial Partial 2/6/2012 at 12:00 AM 02/06/2012
Misc
Partial Correction
02/03/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL ALONG (11) FROM (B) TO (F)
Underslab Plumbing Inspection - Commercial Partial 2/14/2012 2/14/2012 at 12:00 AM 02/14/2012
Misc
Partial Correction
02/14/2012
OK TO COVER WHEN READY UNDER-SLAB C.I. PLUMBING PIPING: DS PIPING ALONG (0.6) FROM (B.7) TO (B.3); W & DS PIPING ALONG (CC.2) FROM (5.9) TO CONNECTIONS OUTSIDE N B/L @ (0.2) + BRANCHES;
Rough Framing Inspection - Commercial Partial 2/21/2012 2/20/2012 at 12:00 AM 02/20/2012
Misc
Partial Correction
02/06/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL (11) FROM (B) TO (F): (0.3) TO (2.5) FULL HEIGHT; 2ND LEVEL (0.3) TO (7.2) BOTTOM TRACK TO WINDOW SILL ELEVATION;
Rough Framing Inspection - Commercial Partial 2/21/2012 at 12:00 AM 02/21/2012
Misc
Partial Correction
02/20/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL: (11) FROM (B) TO (F); (DD) FROM (0.3) TO (2.5) FULL HEIGHT; 2ND LEVEL: (DD) FROM (0.3) TO (7.2) FULL HEIGHT; 3RD LEVEL: (DD) FROM (0.2) TO (7.2) PARAPET WALL
Rough Plumbing Inspection - Commercial Partial 3/1/2012 at 12:00 AM 03/01/2012
Misc
Partial Correction
03/01/2012
NO ISSUES FOUND ON C.I. ROOF DRAIN, ROOF DRAIN OVERFLOW, AND DWV STACKS FROM 3RD LEVEL DECK DOWN TO CONNECTIONS AT UNDER-SLAB PIPING APPROVED EARLIER
Rough Plumbing Inspection - Commercial Partial 3/1/2012 at 12:00 AM 03/01/2012
Misc
Partial Correction
03/01/2012
NO ISSUES FOUND ON C.I. ROOF DRAINPIPING COMPLETE, ROOF DRAIN OVERFLOW PIPING COMPLETE, AND DWV STACKS FROM 3RD LEVEL DECK DOWN TO CONNECTIONS AT UNDER-SLAB PIPING APPROVED EARLIER
Rough Framing Inspection - Commercial Partial 3/9/2012 at 12:00 AM 03/09/2012
Misc
Partial Correction
02/21/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL: (11) FROM (B) TO (F); (DD) FROM (0.3) TO (2.5) FULL HEIGHT; 2ND LEVEL: (DD) FROM (0.3) TO (7.2) FULL HEIGHT; 3RD LEVEL: PARAPET WALL NORTH SIDE TO COMPLETE
Rated Assembly Inspection Partial 3/9/2012 at 12:00 AM 03/09/2012
Misc
Partial Correction
03/09/2012
2HR LID AT ELEVATOR SHAFT: FRAMING + 1" DESGLASS AT BOTTOM FACE OF FRAMING REVISED PER RFI TO BE PROVIDED TO JB;
Rated Assembly Inspection Partial 3/12/2012 at 12:00 AM 03/12/2012
Misc
Partial Correction
03/09/2012
2HR LID AT ELEVATOR SHAFT: FRAMING + 1" DES SHIELD SHAFT LINER AT BOTTOM FACE OF FRAMING + TWO LAYERS OF 5/8" TYPE X DENS GLASS, WITH PERIMETER FIRE-CAULKED, AT TOP FACE OF FRAMING PER RFI 026
Rough Framing Inspection - Commercial Partial 3/16/2012 at 12:00 AM 03/16/2012
Misc
Partial Correction
03/09/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL: (11) FROM (B) TO (F); (DD) FROM (0.3) TO (2.5) FULL HEIGHT; B/11 TO B/0.2 TO BB/0.2; CC.4/0.2 TO DD/0.2; 2ND LEVEL: (DD) FROM (0.3) TO (7.2) FULL HEIGHT; B/11 TO B/0.2 TO DD/0.2; 3RD LEVEL: PARAPET WALL SW CORNER TO COMPLETE THIS LEVEL
Rough Electrical Inspection - Commercial Partial 3/23/2012 at 12:00 AM 03/23/2012
Misc
Partial Correction
03/23/2012
NO ISSUES FOUND ON EXTERIOR LIGHT BOXES AND MC THERETO AT EXTERIOR WALLS FROM DD/8 TO DD/0.2 TO B/0.2
Rough Framing Inspection - Commercial Partial 3/23/2012 at 12:00 AM 03/23/2012
Misc
Partial Correction
03/16/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL: (11) FROM (B) TO (F); (DD) FROM (0.3) TO (2.5) FULL HEIGHT; B/11 TO B/0.2 TO BB/0.2; CC.4/0.2 TO DD/0.2; T6/7 TO T1/7; 2ND LEVEL: (DD) FROM (0.3) TO (7.2) FULL HEIGHT; B/11 TO B/0.2 TO DD/0.2; 3RD LEVEL: PARAPET WALL SW CORNER TO COMPLETE THIS LEVEL
Rough Framing Inspection - Commercial Partial 3/30/2012 3/30/2012 at 12:00 AM 03/30/2012
Misc
Partial Correction
03/23/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL: (11) FROM (B) TO (F); (DD) FROM (0.3) TO (2.5) FULL HEIGHT; B/11 TO B/0.2 TO BB/0.2; CC.4/0.2 TO DD/0.2; T6/7 TO T1/7; 2ND LEVEL: (DD) FROM (0.3) TO (7.2) FULL HEIGHT; B/11 TO B/0.2 TO DD/0.2; ELEV SHAFT NW TO T1/6 TO T4/6; 3RD LEVEL: PARAPET WALL SW CORNER TO COMPLETE THIS LEVEL
Underground Electrical Inspection - Commercial Partial 4/17/2012 4/18/2012 at 12:00 AM 04/18/2012
Misc
Partial Correction
04/18/2012
OK TO COVER WHEN READY LIGHTNING PROTECTION RING CONDUCTOR TRENCHED OUTSIDE BUILDING WALL FROM SW CORNER TO SE CORNER TO NE CORNER; THEN FROM DD/0.2 TO B/0.2;
Underground Electrical Inspection - Commercial Partial 4/18/2012 4/18/2012 at 12:00 AM 04/18/2012
Misc
Partial Correction
04/18/2012
OK TO COVER WHEN READY LIGHTNING PROTECTION RING CONDUCTOR AND GROUND RODS PER PR-2 TRENCHED OUTSIDE BUILDING WALL FROM D.2/9 TO DD/8 TO DD/0.2 TO B/0.2 TO B/11 TO F/11 TO F/1; THEN FROM DD/0.2 TO B/0.2
Misc
Partial Correction
04/18/2012
OK TO COVER WHEN READY 1" PVC BURIED CONDUIT FROM EAST END OF BLDG ~ 55L.F. EAST TO QUAZITE BOX
Underground Electrical Inspection - Commercial Partial 4/20/2012 4/20/2012 at 12:00 AM 04/20/2012
Misc
Partial Correction
04/18/2012
OK TO COVER WHEN READY LIGHTNING PROTECTION RING CONDUCTOR AND GROUND RODS PER PR-2 TRENCHED OUTSIDE BUILDING WALL FROM D.2/9 TO DD/8 TO DD/0.2 TO B/0.2 TO B/11 TO F/11 TO F/1; THEN FROM DD/0.2 TO B/0.2
Misc
Partial Correction
04/18/2012
OK TO COVER WHEN READY 1" PVC BURIED CONDUIT FROM EAST END OF BLDG ~ 55L.F. EAST TO QUAZITE BOX
Misc
Corrective Action Required
04/20/2012
OK TO POUR WHEN READY LIGHT POLE BASE FOR RELOCATION OF L.P. #73 -- CONDUIT THERETO AND GROUND ROD + CONNECTION SUBJECT TO APPROVAL WHEN INSTALLED
Underground Electrical Inspection - Commercial Partial 4/23/2012 at 12:00 AM 04/23/2012
Misc
Partial Correction
04/20/2012
OK TO COVER WHEN READY LIGHTNING PROTECTION RING CONDUCTOR AND GROUND RODS PER PR-2 TRENCHED OUTSIDE BUILDING WALL FROM D.2/9 TO DD/8 TO DD/0.2 TO B/0.2 TO B/11 TO F/11 TO F/1; THEN FROM DD/0.2 TO B/0.2
Misc
Partial Correction
04/20/2012
OK TO COVER WHEN READY 1" PVC BURIED CONDUIT: FROM EAST END OF BLDG ~ 55L.F. EAST TO QUAZITE BOX; FROM L.P. #73 TO 30' NORTH
Misc
Partial Correction
04/23/2012
OK TO POUR WHEN READY LIGHT POLE BASE FOR RELOCATION OF L.P. #73 -- CONDUIT THERETO AND GROUND ROD + CONNECTION SUBJECT TO APPROVAL WHEN INSTALLED
Above Ceiling Inspection Partial 5/2/2012 at 12:00 AM 05/02/2012
Misc
Partial Correction
05/02/2012
OK TO COVER WHEN READY CEILING FRAMING AND ABOVE-CEILING SYSTEMS AT SW ENTRANCE CANOPY
Sprinkler - Hydrostatic Test Partial 5/24/2012 at 12:00 AM 05/24/2012
Sprinkler - Hydrostatic Test Passed 5/29/2012 at 1:00 AM 05/29/2012
Alarm Test Partial 6/5/2012 at 12:00 AM 06/05/2012
Sprinkler - Flow Test Partial 6/5/2012 at 12:00 AM 06/05/2012
Sprinkler - Flow Test Passed 6/15/2012 at 12:00 AM 06/15/2012
Misc
Corrective Action Required
06/05/2012
second floor alarm activation and notification devices all functioned during the test. the heat detectors on the second floor shell will be replaced with smoke detectors upon tenant finsihes. the 1st floor dry system was not trip tested due to no inspectors test being installed. Dry system will be trip tested on a later date. second floor shell sprinkler system and alarm system was left active 6/15/12: 1st floor dry system was trip tested: system passed, water flow time was 15 seconds with alarm activation
Alarm Test Partial 6/15/2012 at 12:00 AM 06/15/2012
Rough Framing Inspection - Commercial Partial 7/16/2012 7/16/2012 at 12:00 AM 07/16/2012
Misc
Partial Correction
03/30/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL: (11) FROM (B) TO (F); (DD) FROM (0.3) TO (2.5) FULL HEIGHT; B/11 TO B/0.2 TO BB/0.2; CC.4/0.2 TO DD/0.2; T6/7 TO T1/7; TEMPORARY CONSTRUCTION OPENING ON (0.2) FROM (BB) TO (CC) 2ND LEVEL: (DD) FROM (0.3) TO (7.2) FULL HEIGHT; B/11 TO B/0.2 TO DD/0.2; ELEV SHAFT NW TO T1/6 TO T4/6; 3RD LEVEL: PARAPET WALL SW CORNER TO COMPLETE THIS LEVEL
Alarm Test Partial 8/16/2012 at 12:00 AM 08/16/2012
Sprinkler - Hydrostatic Test Passed 8/17/2012 at 9:00 AM 08/17/2012
Concrete Walls and Columns Inspection Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
WALLS OK TO POUR WHEN READY AT FOLLOWING LOCATIONS: ENTIRE FIRST LEVEL ELEVATOR / STAIR SHAFTS; ENTIRE SECOND LEVEL ELEVATOR / STAIR SHAFTS
Misc
Resolved
08/23/2012
1ST LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: T1/7, T1/6, BB.5/5.9, BB.5/5.2, BB.5/4.7, DD/5.9, DD/5.2, DD/4.7; T2/7; T4/7; T5/7; T5/6; BB/3.7; BB/2.7; A.5/2.7; T6/7; T6/6; T4/6; T3/6; DD/1; DD/2.5; DD/3.7; CC/1; CC/2.7; CC/3.7; BB/1; T1/4.9; T3/5.1; DD/0.2; CC/0.2; BB/0.2; DD/1; CC/1; BB/1; A.5/0.2; DD/2.5; A.5/0.2
Misc
Resolved
08/23/2012
2ND LEVEL CONCRETE COLUMNS AT FOLLOWING LOCATIONS OK TO POUR WHEN READY: DD/4.7; DD/5.2; DD/5.9; T1/6; T2/6; T3/6; T4/6; T1/4.9; T3/5.1; BB.5/4.7; BB.5/5.2; BB.5/5.9; DD/2.5; DD/3.7; CC/3.7; BB/3.7; CC/2.7; BB/2.7; CC/1; BB/0.2; BB/1; A.5/2.7; A.5/1; A.5/0.2; CC/0.2; DD/0.2; DD/1;
Misc
Resolved
08/23/2012
OK TO POUR WHEN READY ROOF LEVEL SHAFT PARAPET WALLS AND SOUTH HALF STUB COLUMNS;
Above Ceiling Inspection Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
OK TO COVER WHEN READY CEILING FRAMING AND ABOVE-CEILING SYSTEMS AT SW ENTRANCE CANOPY
Rated Assembly Inspection Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
2HR LID AT ELEVATOR SHAFT: FRAMING + 1" DES SHIELD SHAFT LINER AT BOTTOM FACE OF FRAMING + TWO LAYERS OF 5/8" TYPE X DENS GLASS, WITH PERIMETER FIRE-CAULKED, AT TOP FACE OF FRAMING PER RFI 026
Rough Electrical Inspection - Commercial Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
NO ISSUES FOUND ON EXTERIOR LIGHT BOXES AND MC THERETO AT EXTERIOR WALLS FROM DD/8 TO DD/0.2 TO B/0.2
Rough Framing Inspection - Commercial Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
LIGHT GAUGE STEEL FRAMING AT EXTERIOR WALL AT LOCATIONS: 1ST LEVEL: (11) FROM (B) TO (F); (DD) FROM (0.3) TO (2.5) FULL HEIGHT; B/11 TO B/0.2 TO BB/0.2; CC.4/0.2 TO DD/0.2; T6/7 TO T1/7; TEMPORARY CONSTRUCTION OPENING ON (0.2) FROM (BB) TO (CC) 2ND LEVEL: (DD) FROM (0.3) TO (7.2) FULL HEIGHT; B/11 TO B/0.2 TO DD/0.2; ELEV SHAFT NW TO T1/6 TO T4/6; 3RD LEVEL: PARAPET WALL SW CORNER TO COMPLETE THIS LEVEL
Rough Plumbing Inspection - Commercial Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
NO ISSUES FOUND ON C.I. ROOF DRAINPIPING COMPLETE, ROOF DRAIN OVERFLOW PIPING COMPLETE, AND DWV STACKS FROM 3RD LEVEL DECK DOWN TO CONNECTIONS AT UNDER-SLAB PIPING APPROVED EARLIER
Suspended Slab Inspection Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
INSPECTION WAIVED ON SUSPENDED PAN-SLAB DECK POURS -- DEFERRED TO 3RD PARTY INSPECTION
Underground Electrical Inspection - Commercial Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
OK TO COVER WHEN READY LIGHTNING PROTECTION RING CONDUCTOR AND GROUND RODS PER PR-2 TRENCHED OUTSIDE BUILDING WALL FROM D.2/9 TO DD/8 TO DD/0.2 TO B/0.2 TO B/11 TO F/11 TO F/1; THEN FROM DD/0.2 TO B/0.2
Misc
Resolved
08/23/2012
OK TO COVER WHEN READY 1" PVC BURIED CONDUIT: FROM EAST END OF BLDG ~ 55L.F. EAST TO QUAZITE BOX; FROM L.P. #73 TO 30' NORTH
Misc
Resolved
08/23/2012
OK TO POUR WHEN READY LIGHT POLE BASE FOR RELOCATION OF L.P. #73 -- CONDUIT THERETO AND GROUND ROD + CONNECTION SUBJECT TO APPROVAL WHEN INSTALLED
Underslab Plumbing Inspection - Commercial Passed 8/23/2012 at 12:00 AM 08/23/2012
Misc
Resolved
08/23/2012
OK TO COVER WHEN READY UNDER-SLAB C.I. PLUMBING PIPING: DS PIPING ALONG (0.6) FROM (B.7) TO (B.3); W & DS PIPING ALONG (CC.2) FROM (5.9) TO CONNECTIONS OUTSIDE N B/L @ (0.2) + BRANCHES;
Final Inspection - Commercial Not Ready 8/24/2012 at 12:00 AM 08/24/2012
Misc
Corrective Action Required
08/24/2012
RESOLVE ANY ISSUES WITH OTHER DEPARTMENTS: - PUBLIC WORKS - PLANNING AND DEVELOPMENT
Misc
Corrective Action Required
08/24/2012
OBTAIN FINAL CERTIFICATION OF LIGHTNING PROTECTION SYSTEM
Misc
Corrective Action Required
08/24/2012
ROOFTOPS: - COMPLETE RTU ENCLOSURES - ELECT RECEPTS MUST HAVE IN-USE COVERS - VERIFY ELECT RECEPTS WITHIN 10m OF RTU'S - CHECK RE OPEN JOINT UNDER STONE COPING - FINAL CLEANUP - LOW ROOF NOT READY FOR INSP PER JASON
Final Inspection - Commercial Partial 8/27/2012 at 12:00 AM 08/27/2012
Misc
Corrective Action Required
08/24/2012
RESOLVE ANY ISSUES WITH OTHER DEPARTMENTS: - PUBLIC WORKS - PLANNING AND DEVELOPMENT
Misc
Corrective Action Required
08/24/2012
OBTAIN FINAL CERTIFICATION OF LIGHTNING PROTECTION SYSTEM
Misc
Corrective Action Required
08/24/2012
ROOFTOPS: - COMPLETE RTU ENCLOSURES - ELECT RECEPTS MUST HAVE IN-USE COVERS - VERIFY ELECT RECEPTS WITHIN 10m OF RTU'S - CHECK RE OPEN JOINT UNDER STONE COPING - FINAL CLEANUP - LOW ROOF NOT READY FOR INSP PER JASON
Final Inspection - Commercial Passed 1/14/2013 at 12:00 AM 01/14/2013
Misc
Resolved
01/14/2013
RESOLVE ANY ISSUES WITH OTHER DEPARTMENTS: - PUBLIC WORKS - PLANNING AND DEVELOPMENT
Misc
Resolved
01/14/2013
OBTAIN FINAL CERTIFICATION OF LIGHTNING PROTECTION SYSTEM
Misc
Resolved
01/14/2013
ROOFTOPS: - COMPLETE RTU ENCLOSURES - ELECT RECEPTS MUST HAVE IN-USE COVERS - VERIFY ELECT RECEPTS WITHIN 10m OF RTU'S - CHECK RE OPEN JOINT UNDER STONE COPING - FINAL CLEANUP - LOW ROOF NOT READY FOR INSP PER JASON
Alarm Test Passed 6/15/2012 at 12:00 AM 05/27/2014
Documents & Images
Date Uploaded File Type Document Name
09/22/2011 Letter Plan Review Conditions
11/11/2011 Letter Building Permit
11/11/2011 Letter Plan Review Conditions
11/25/2011 Letter Inspection Summary
11/28/2011 Letter Inspection Summary
11/29/2011 Letter Inspection Summary
11/29/2011 Letter Inspection Summary
11/29/2011 Letter Inspection Summary
12/02/2011 Letter Inspection Summary
12/06/2011 Letter Inspection Summary
12/08/2011 Letter Inspection Summary
12/09/2011 Letter Inspection Summary
12/21/2011 Letter Inspection Summary
12/22/2011 Letter Inspection Summary
12/29/2011 Letter Inspection Summary
12/30/2011 Letter Inspection Summary
01/03/2012 Letter Inspection Summary
01/04/2012 Letter Inspection Summary
01/11/2012 Letter Inspection Summary
02/06/2012 Letter Inspection Summary
02/14/2012 Letter Inspection Summary
02/20/2012 Letter Inspection Summary
02/21/2012 Letter Inspection Summary
03/01/2012 Letter Inspection Summary
03/02/2012 Letter Fire (Sprinkler) Plan Review
03/09/2012 Letter Inspection Summary
03/12/2012 Letter Inspection Summary
03/16/2012 Letter Inspection Summary
03/23/2012 Letter Inspection Summary
04/18/2012 Letter Inspection Summary
04/18/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/20/2012 Letter Inspection Summary
04/23/2012 Letter Inspection Summary
05/02/2012 Letter Inspection Summary
05/10/2012 Letter Fire (Sprinkler) Plan Review
06/05/2012 Letter Fire Loss Reduction Form
07/16/2012 Letter Inspection Summary
07/16/2012 Letter Inspection Summary
01/14/2013 Letter Inspection Summary
06/21/2013 Letter Fire Building Plan Review
06/21/2013 Letter Fire Building Plan Review
06/27/2013 Letter Fire (Sprinkler) Plan Review
06/27/2013 Letter Fire Building Plan Review
06/27/2013 Letter Fire Loss Reduction Form
08/27/2013 Letter Inspection Summary
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