Permit Application Status

PRCOM20115524


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Summary
PRCOM20115524
Building Permit - Commercial
Final Completion
SAINT LUKES EAST HOSPITAL
PARTIAL COMMERCIAL
FOUNDATION AND UNDERSLAB ONLY
10/06/2011
10/07/2011
05/03/2012
Locations
Contacts
MCCOWN GORDON CONSTRUCTION LLC, Address:850 MAIN ST, Phone:(816) 960-1111  
SAINT LUKES EAST HOSPITAL, Address:100 NW SAINT LUKES BOULEVARD  
STRUCTURAL ENGINEERING ASSOCIATES INC, Address:1000 WALNUT SUITE 1570  
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  
ACI BOLAND - KANSAS CITY, Address:1421 E 104TH STREET  
SAINT LUKES EAST HOSPITAL, Address:901 E 104TH ST MAILSTOP 900N  
Reviews
Review Type Outcome Est. Completion Date Completed
Internal Plan Review (Res) Approved 10/06/2011
Mike Weisenborn
Fees
Paid Fees Amount Paid Owing Date Paid
9110078-Valuation Fee for Partial Commercial $1,326.34 $1,326.34 Paid 10/07/2011
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $1,326.34 $1,326.34 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Piers/Caissons Inspection - Commercial Partial 11/1/2011 at 12:00 AM 11/01/2011
Misc
Partial Correction
11/01/2011
PERIODIC OBSERVATIONS OF PIER INSTALLATION MONITORED BY S.E.A. AND PSI
Piers/Caissons Inspection - Commercial Partial 11/2/2011 at 12:00 AM 11/02/2011
Piers/Caissons Inspection - Commercial Partial 11/3/2011 at 12:00 AM 11/03/2011
Piers/Caissons Inspection - Commercial Partial 11/4/2011 at 12:00 AM 11/04/2011
Piers/Caissons Inspection - Commercial Partial 11/7/2011 at 12:00 AM 11/07/2011
Misc
Corrective Action Required
11/07/2011
PERIODIC OBSERVATIONS OF PIER INSTALLATION MONITORED BY S.E.A. AND PSI
Piers/Caissons Inspection - Commercial Partial 11/17/2011 at 12:00 AM 11/17/2011
Misc
Partial Correction
11/17/2011
PIER INSTALLATION MONITORED BY S.E.A. AND PSI; PER EARLIER DISCUSSION W/ G.C. CITY INSPECTIONS WAIVED ON PIERS ONLY; LSCA RECEIPT OF PSI INSPECTION REPORT PENDING
Footing Inspection - Commercial Not Ready 11/17/2011 at 12:00 AM 11/17/2011
Misc
Corrective Action Required
11/17/2011
NOTED 11/17/2011 THAT ELEVATOR PIT SLAB WAS POURED WITHOUT CITY INSPECTION.
Misc
Corrective Action Required
11/17/2011
CAUTIONED G.C. 11/17/2011 THAT ALL RE-BAR INCLUDING MATS AND CAGES MUST HAVE FULL 3" CLEARANCE TO BOTTOMS & BANKS PER ACI AND APPROVED PROJECT DRAWINGS.
Footing Inspection - Commercial Partial 11/17/2011 at 12:00 AM 11/17/2011
Misc
Corrective Action Required
11/17/2011
NOTED 11/17/2011 THAT ELEVATOR PIT SLAB WAS POURED WITHOUT CITY INSPECTION.
Misc
Corrective Action Required
11/17/2011
CAUTIONED G.C. 11/17/2011 THAT ALL RE-BAR INCLUDING MATS AND CAGES MUST HAVE FULL 3" CLEARANCE TO BOTTOMS & BANKS PER ACI AND APPROVED PROJECT DRAWINGS.
Footing Inspection - Commercial Partial 11/18/2011 at 12:00 AM 11/18/2011
Misc
Corrective Action Required
11/17/2011
NOTED 11/17/2011 THAT ELEVATOR PIT SLAB WAS POURED WITHOUT CITY INSPECTION.
Misc
Partial Correction
11/18/2011
CAUTIONED G.C. 11/17/2011 THAT ALL RE-BAR INCLUDING MATS AND CAGES MUST HAVE FULL 3" CLEARANCE TO BOTTOMS & BANKS PER ACI AND APPROVED PROJECT DRAWINGS.
Misc
Partial Correction
11/18/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; TUNNEL BEAM T1;
Foundation Inspection - Commercial Partial 11/18/2011 at 12:00 AM 11/18/2011
Misc
Partial Correction
11/18/2011
ELEVATOR PIT WALLS :T.1 TO CC LINE #7
Footing Inspection - Commercial Not Ready 11/21/2011 11/21/2011 at 12:00 AM 11/21/2011
Misc
Corrective Action Required
11/18/2011
NOTED 11/17/2011 THAT ELEVATOR PIT SLAB WAS POURED WITHOUT CITY INSPECTION.
Misc
Corrective Action Required
11/18/2011
CAUTIONED G.C. 11/17/2011 THAT ALL RE-BAR INCLUDING MATS AND CAGES MUST HAVE FULL 3" CLEARANCE TO BOTTOMS & BANKS PER ACI AND APPROVED PROJECT DRAWINGS.
Misc
Corrective Action Required
11/18/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; TUNNEL BEAM T1;
Footing Inspection - Commercial Partial 11/21/2011 (3:00) 11/21/2011 at 12:00 AM 11/21/2011
Misc
Corrective Action Required
11/21/2011
NOTED 11/17/2011 THAT ELEVATOR PIT SLAB WAS POURED WITHOUT CITY INSPECTION.
Misc
Resolved
11/21/2011
CAUTIONED G.C. 11/17/2011 THAT ALL RE-BAR INCLUDING MATS AND CAGES MUST HAVE FULL 3" CLEARANCE TO BOTTOMS & BANKS PER ACI AND APPROVED PROJECT DRAWINGS.
Misc
Corrective Action Required
11/21/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; TUNNEL BEAM T1; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT
Foundation Inspection - Commercial Partial 11/23/2011 at 12:00 AM 11/23/2011
Misc
Corrective Action Required
11/18/2011
ELEVATOR PIT WALLS :T.1 TO CC LINE #7
Misc
Corrective Action Required
11/23/2011
HOOK DOWELS AND COLUMN DOWELS PLACED FOR POUR OF BEAMS OVER TOP OF EXISTING TUNNEL AT T4, T5, AND T6
Footing Inspection - Commercial Partial 11/23/2011 (1:00) 11/25/2011 at 12:00 AM 11/25/2011
Misc
Resolved
11/25/2011
NOTED 11/17/2011 THAT ELEVATOR PIT SLAB WAS POURED WITHOUT CITY INSPECTION.
Misc
Corrective Action Required
11/21/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; TUNNEL BEAM T1; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6;
Footing Inspection - Commercial Partial 11/30/2011 (1:45) 11/30/2011 at 12:00 AM 11/30/2011
Misc
Corrective Action Required
11/25/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6;
Misc
Corrective Action Required
11/30/2011
TUNNEL BEAM T1 OK TO POUR
Misc
Corrective Action Required
11/30/2011
OK TO POUR WHEN READY FOOTING ENLARGEMENT PER DETAIL SECTION 10/S2.2 (SEA TO INSPECT AND WITNESS PLACEMENT OF DOWELS AND MATS);
Footing Inspection - Commercial Not Ready 12/1/2011 (10:30) 12/1/2011 at 12:00 AM 12/01/2011
Misc
Corrective Action Required
11/30/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6;
Misc
Corrective Action Required
11/30/2011
TUNNEL BEAM T1 OK TO POUR
Misc
Corrective Action Required
11/30/2011
OK TO POUR WHEN READY FOOTING ENLARGEMENT PER DETAIL SECTION 10/S2.2 (SEA TO INSPECT AND WITNESS PLACEMENT OF DOWELS AND MATS);
Footing Inspection - Commercial Partial 12/1/2011 12/1/2011 at 12:00 AM 12/01/2011
Misc
Corrective Action Required
12/01/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6; 0.2/B TO 0.2/DD (EXCLUDING RECTANGULAR CONFIGURATION AT CC/0.2 NOT SHOWN ON APPROVED DRAWINGS); 1/A.5 TO 1/DD; CC/0.2 TO CC/1.3; BB/0.2 TO BB/1.3; BB/0.2 TO BB/1.3; A.5/0.2 TO A.5/1.3;
Misc
Corrective Action Required
12/01/2011
TUNNEL BEAM T1 OK TO POUR
Misc
Corrective Action Required
12/01/2011
OK TO POUR WHEN READY FOOTING ENLARGEMENT PER DETAIL SECTION 10/S2.2 (SEA TO INSPECT AND WITNESS PLACEMENT OF DOWELS AND MATS);
Footing Inspection - Commercial Partial 12/2/2011 (2:00) 12/2/2011 at 12:00 AM 12/02/2011
Misc
Corrective Action Required
12/01/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6; 0.2/B TO 0.2/DD (EXCLUDING RECTANGULAR CONFIGURATION AT CC/0.2 NOT SHOWN ON APPROVED DRAWINGS); 1/A.5 TO 1/DD; CC/0.2 TO CC/1.3; BB/0.2 TO BB/1.3; BB/0.2 TO BB/1.3; A.5/0.2 TO A.5/1.3; 1/F TO 11/F TO 11/B TO A.9/0.2
Misc
Corrective Action Required
12/01/2011
TUNNEL BEAM T1 OK TO POUR
Misc
Corrective Action Required
12/01/2011
OK TO POUR WHEN READY FOOTING ENLARGEMENT PER DETAIL SECTION 10/S2.2 (SEA TO INSPECT AND WITNESS PLACEMENT OF DOWELS AND MATS);
Footing Inspection - Commercial Partial 1/24/2012 at 12:00 AM 01/24/2012
Misc
Corrective Action Required
12/02/2011
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6; 0.2/B TO 0.2/DD (EXCLUDING RECTANGULAR CONFIGURATION AT CC/0.2 NOT SHOWN ON APPROVED DRAWINGS); 1/A.5 TO 1/DD; CC/0.2 TO CC/1.3; BB/0.2 TO BB/1.3; BB/0.2 TO BB/1.3; A.5/0.2 TO A.5/1.3; 1/F TO 11/F TO 11/B TO A.9/0.2; AT AND BETWEEN 7.4/76, 7.4/CC3, 7.4/B, 7.4/CC1; ISOLATED FOOTINGS 7.8/T5 & 7.8/CC2
Misc
Resolved
01/24/2012
TUNNEL BEAM T1 OK TO POUR
Misc
Resolved
01/24/2012
OK TO POUR WHEN READY FOOTING ENLARGEMENT PER DETAIL SECTION 10/S2.2 (SEA TO INSPECT AND WITNESS PLACEMENT OF DOWELS AND MATS);
Footing Inspection - Commercial Partial 1/24/2012 at 12:00 AM 01/24/2012
Misc
Partial Correction
01/24/2012
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6; 0.2/B TO 0.2/DD (EXCLUDING RECTANGULAR CONFIGURATION AT CC/0.2 NOT SHOWN ON APPROVED DRAWINGS); 1/A.5 TO 1/DD; CC/0.2 TO CC/1.3; BB/0.2 TO BB/1.3; BB/0.2 TO BB/1.3; A.5/0.2 TO A.5/1.3; 1/F TO 11/F TO 11/B TO A.9/0.2; AT AND BETWEEN 7.4/T6, 7.4/CC3, 7.4/B, 7.4/CC1; ISOLATED FOOTINGS 7.8/T5 & 7.8/CC2
Footing Inspection - Commercial Passed 5/3/2012 at 12:00 AM 05/03/2012
Misc
Resolved
05/03/2012
OK TO POUR WHEN READY SECTIONS OF GRADE BEAM, INTEGRAL COLUMN FOOTINGS AND TIE BEAMS AT FOLLOWING LOCATIONS: A.5-1 TO 3.7; BB.5 -1-3.7;3.7 TO 5.9;CC-2.1-3.7; DD 3.7 TO 5.9; G.B. FROM (CC) EAST AT STAIR/ELEVATOR SHAFT; DD/5 TO DD/0.6; 0.2/B TO 0.2/DD (EXCLUDING RECTANGULAR CONFIGURATION AT CC/0.2 NOT SHOWN ON APPROVED DRAWINGS); 1/A.5 TO 1/DD; CC/0.2 TO CC/1.3; BB/0.2 TO BB/1.3; BB/0.2 TO BB/1.3; A.5/0.2 TO A.5/1.3; 1/F TO 11/F TO 11/B TO A.9/0.2; AT AND BETWEEN 7.4/T6, 7.4/CC3, 7.4/B, 7.4/CC1; ISOLATED FOOTINGS 7.8/T5 & 7.8/CC2
Foundation Inspection - Commercial Passed 5/3/2012 at 12:00 AM 05/03/2012
Misc
Resolved
05/03/2012
ELEVATOR PIT WALLS :T.1 TO CC LINE #7
Misc
Resolved
05/03/2012
HOOK DOWELS AND COLUMN DOWELS PLACED FOR POUR OF BEAMS OVER TOP OF EXISTING TUNNEL AT T4, T5, AND T6
Piers/Caissons Inspection - Commercial Passed 5/3/2012 at 12:00 AM 05/03/2012
Final Inspection - Commercial Passed 5/4/2012 at 12:00 AM 05/04/2012
Documents & Images
Date Uploaded File Type Document Name
10/07/2011 Letter Building Permit
11/17/2011 Letter Inspection Summary
11/18/2011 Letter Inspection Summary
11/21/2011 Letter Inspection Summary
11/23/2011 Letter Inspection Summary
11/25/2011 Letter Inspection Summary
11/30/2011 Letter Inspection Summary
12/01/2011 Letter Inspection Summary
12/02/2011 Letter Inspection Summary
01/24/2012 Letter Inspection Summary
01/24/2012 Letter Inspection Summary
05/04/2012 Letter Inspection Summary
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