Permit Application Status

PRCOM20160069


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

 / 

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

Summary
PRCOM20160069
Building Permit - Commercial
Final Completion
REORGANIZED SCHOOL DISTRICT NO 7
PARTIAL COMMERCIAL
FOUNDATION ONLY FULL PERMIT PRCOM20160277
01/19/2016
04/06/2016
11/04/2016
Locations
Contacts
MCCOWN GORDON CONSTRUCTION LLC, Address:850 MAIN ST, Phone:(816) 960-1111  
DLR GROUP, Address:7290 W 133RD ST, Phone:(913) 897-7811  
KRUGER TECHNOLOGIES INC, Address:8271 MELROSE DR, Phone:(913) 498-1114  
REORGANIZED SCHOOL DISTRICT NO 7, Address:301 NE TUDOR RD  
Reviews
Review Type Outcome Est. Completion Date Completed
Final Development Plan Review Approved 03/31/2016
Joe Frogge
Building Plan Review Approved with Conditions 01/21/2016
Joe Frogge
Final Development Plan
Resolved
03/31/2016

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: Comment is for informational purposes. received 3/31/16
Misc
Corrective Action Required
01/21/2016

2012 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.
Licensed Contractors Approved 01/19/2016 01/21/2016
Joe Frogge
Fees
Paid Fees Amount Paid Owing Date Paid
Valuation Fee for Partial Commercial $17,258.40 $17,258.40 Paid 04/06/2016
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $17,258.40 $17,258.40 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Footing Inspection - Commercial Partial 4/15/2016 (9:00) 4/15/2016 04/15/2016
Misc
Partial Correction
04/15/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: H.5/11.5 TO K/11.5 TO K/13.4;
Footing Inspection - Commercial Partial 4/21/2016 (3:00) 4/21/2016 04/21/2016
Misc
Partial Correction
04/15/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: K/11.5 TO K/13.4 TO H.5/11.6; H.5/11.6 TO D.5/11.6; ON D.5 FROM 10.7 TO 13.5;
Misc
Partial Correction
04/21/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS: THREE F7; ONE F2;
Footing Inspection - Commercial Partial 5/2/2016 (2:30) 5/2/2016 05/02/2016
Misc
Partial Correction
04/21/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: K/13.4 TO K/11.5 TO H.5/11.6; H.5/11.6 TO D.5/11.6; ON D.5 FROM 10.7 TO 13.5; D.5/13.5 TO D.5/14.2 TO SE CORNER + WEST TO COMPLETE PERIMETER AT K/13.4
Misc
Partial Correction
04/21/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS: THREE F7; ONE F2;
Foundation Inspection - Commercial Partial 5/5/2016 (10:00) 5/5/2016 05/05/2016
Misc
Partial Correction
05/05/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL: K/13.7 TO K/11.6;
Foundation Inspection - Commercial Partial 5/6/2016 05/06/2016
Misc
Partial Correction
05/05/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL: K/13.7 TO K/11.6; K/11.6 TO 11./G; G.2/11.6 TO G.2/12.1 TO H.4/12.1 TO H.4/11.6
Footing Inspection - Commercial Partial 5/13/2016 5/13/2016 05/13/2016
Misc
Partial Correction
05/02/2016
HARDENED AREA: OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: K/13.4 TO K/11.5 TO H.5/11.6; H.5/11.6 TO D.5/11.6; ON D.5 FROM 10.7 TO 13.5; D.5/13.5 TO D.5/14.2 TO SE CORNER + WEST TO COMPLETE PERIMETER AT K/13.4
Misc
Partial Correction
05/02/2016
HARDENED AREA: OK TO POUR WHEN READY ISOLATED FOOTINGS: THREE F7; ONE F2;
Misc
Partial Correction
05/13/2016
HARDENED AREA: FOOTING STEPS AT: - ON D.5 FROM 10.7 TO 11.5 - TWO RUNS AT SE CORNER FROM (K) TO SOUTH ENSURE MINIMUM 3" CLEARANCE BEFORE POUR. OK TO POUR WHEN READY.
Foundation Inspection - Commercial Partial 5/24/2016 (3:00) 5/24/2016 05/24/2016
Misc
Partial Correction
05/06/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL: K/13.7 TO K/11.6; K/11.6 TO 11./G; G.2/11.6 TO G.2/12.1 TO H.4/12.1 TO H.4/11.6
Foundation Inspection - Commercial Partial 5/25/2016 05/25/2016
Misc
Partial Correction
05/24/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL: K/13.7 TO K/11.6; K/11.6 TO 11./G; G.2/11.6 TO G.2/12.1 TO H.4/12.1 TO H.4/11.6
Foundation Inspection - Commercial Partial 5/26/2016 05/26/2016
Misc
Partial Correction
05/25/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL: K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.6; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Foundation Inspection - Commercial Partial 6/2/2016 (10:00) 6/2/2016 06/02/2016
Misc
Partial Correction
05/26/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Partial Correction
06/02/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Footing Inspection - Commercial Partial 6/13/2016 (10:00) 6/13/2016 06/13/2016
Misc
Resolved
06/13/2016
HARDENED AREA: OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: K/13.4 TO K/11.5 TO H.5/11.6; H.5/11.6 TO D.5/11.6; ON D.5 FROM 10.7 TO 13.5; D.5/13.5 TO D.5/14.2 TO SE CORNER + WEST TO COMPLETE PERIMETER AT K/13.4
Misc
Resolved
06/13/2016
HARDENED AREA: OK TO POUR WHEN READY ISOLATED FOOTINGS: THREE F7; ONE F2;
Misc
Resolved
06/13/2016
HARDENED AREA: FOOTING STEPS AT: - ON D.5 FROM 10.7 TO 11.5 - TWO RUNS AT SE CORNER FROM (K) TO SOUTH ENSURE MINIMUM 3" CLEARANCE BEFORE POUR. OK TO POUR WHEN READY.
Misc
Partial Correction
06/13/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/BB; UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Footing Inspection - Commercial Partial 6/15/2016 (8:00) 6/15/2016 06/15/2016
Misc
Partial Correction
06/13/2016
FOOTINGS AT HARDENED AREA COMPLETED 7 APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/15/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3;
Misc
Partial Correction
06/15/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA;
Footing Inspection - Commercial Partial 6/16/2016 (8:00) 6/16/2016 06/16/2016
Misc
Partial Correction
06/15/2016
FOOTINGS AT HARDENED AREA COMPLETED 7 APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/15/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3;
Misc
Partial Correction
06/15/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11;
Footing Inspection - Commercial Partial 6/17/2016 (2:00) 6/17/2016 06/17/2016
Misc
Partial Correction
06/16/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/16/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/16/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA;
Misc
Partial Correction
06/17/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Footing Inspection - Commercial Partial 6/22/2016 06/22/2016
Misc
Partial Correction
06/17/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/17/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/17/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
06/17/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Footing Inspection - Commercial Partial 6/24/2016 6/24/2016 06/24/2016
Misc
Partial Correction
06/22/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/22/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/22/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
06/22/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
06/24/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F COLUMN PAD APPROVED BUT NEED TO DIG FOOTING THROUGH PER DETAIL
Footing Inspection - Commercial Partial 6/27/2016 (11:00) 6/27/2016 06/27/2016
Misc
Partial Correction
06/24/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/24/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/24/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
06/24/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
06/24/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X COLUMN PAD FOOTING E LINE BETWEEN 10.5 AND 11
Foundation Inspection - Commercial Partial 6/22/2016 (1:00) 6/27/2016 06/27/2016
Misc
Partial Correction
06/02/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Partial Correction
06/02/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Misc
Partial Correction
06/27/2016
ELEVATOR WALLS: E LINE BETWEEN 10.5 AND 11 LINE; 14 LINE BETWEEN K AND Q; BETWEEN 9.5 AND 9 AT S LINE
Footing Inspection - Commercial Partial 6/29/2016 (1:00) 6/29/2016 06/29/2016
Misc
Partial Correction
06/27/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/27/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/27/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
06/27/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
06/27/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X COLUMN PAD FOOTING E LINE BETWEEN 10.5 AND 11
Footing Inspection - Commercial Partial 6/29/2016 06/29/2016
Misc
Partial Correction
06/29/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/29/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/29/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
06/29/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
06/29/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X COLUMN PAD FOOTING E LINE BETWEEN 10.5 AND 11
Footing Inspection - Commercial Partial 6/30/2016 (9:00) 6/30/2016 06/30/2016
Misc
Partial Correction
06/29/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/29/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/29/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
06/29/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
06/29/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Suspended Slab Inspection Not Ready 6/30/2016 06/30/2016
Misc
Partial Correction
06/30/2016
-AREA C, 10" THICK SLAB WITH TWO MATS OF #5 AT 16" O.C. not ready at 3:50
Footing Inspection - Commercial Partial 7/1/2016 07/01/2016
Misc
Partial Correction
06/30/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
06/30/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
06/30/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
06/30/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
06/30/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Suspended Slab Inspection Partial 7/5/2016 7/5/2016 07/05/2016
Misc
Partial Correction
06/30/2016
-AREA C, 10" THICK SLAB WITH TWO MATS OF #5 AT 16" O.C. APPROVED TO POUR.
Footing Inspection - Commercial Partial 7/7/2016 07/07/2016
Misc
Partial Correction
07/01/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
07/01/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
07/01/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
07/01/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
07/01/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Misc
Partial Correction
07/07/2016
OK TO POUR WHEN READY: F6 @ I/11 + CONTIGUOUS F3 + TIE BEAM FROM F6 TO PILASTER @ I/11.5
Footing Inspection - Commercial Partial 7/11/2016 (1:00) 7/11/2016 07/11/2016
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Partial Correction
07/11/2016
ELEVATOR WALLS: E LINE BETWEEN 10.5 AND 11 LINE; 14 LINE BETWEEN K AND Q; BETWEEN 9.5 AND 9 AT S LINE
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Misc
Partial Correction
07/11/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
07/11/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
07/11/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY: F6 @ I/11 + CONTIGUOUS F3 + TIE BEAM FROM F6 TO PILASTER @ I/11.5
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY: CONNECTED PAIR OF F7s @ K/10.25; F3 @ D/4 + CONTIGUOUS STRIP FOOTING; F3s AT G/4 AND J/4;
Footing Inspection - Commercial Not Ready 7/15/2016 (10:00) 7/15/2016 07/15/2016
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Partial Correction
07/11/2016
ELEVATOR WALLS: E LINE BETWEEN 10.5 AND 11 LINE; 14 LINE BETWEEN K AND Q; BETWEEN 9.5 AND 9 AT S LINE
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Misc
Partial Correction
07/11/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5;
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
07/11/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
07/11/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY: F6 @ I/11 + CONTIGUOUS F3 + TIE BEAM FROM F6 TO PILASTER @ I/11.5
Misc
Partial Correction
07/11/2016
OK TO POUR WHEN READY: CONNECTED PAIR OF F7s @ K/10.25; F3 @ D/4 + CONTIGUOUS STRIP FOOTING; F3s AT G/4 AND J/4;
Footing Inspection - Commercial Partial 7/18/2016 (11:30) 7/18/2016 07/18/2016
Misc
Partial Correction
07/15/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Partial Correction
07/15/2016
ELEVATOR WALLS: E LINE BETWEEN 10.5 AND 11 LINE; 14 LINE BETWEEN K AND Q; BETWEEN 9.5 AND 9 AT S LINE
Misc
Partial Correction
07/15/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Misc
Partial Correction
07/15/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
07/15/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB;
Misc
Partial Correction
07/15/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; N/4; Q/4; I/10; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
07/15/2016
OK TO POUR WHEN READY: F6 @ I/11 + CONTIGUOUS F3 + TIE BEAM FROM F6 TO PILASTER @ I/11.5
Misc
Partial Correction
07/15/2016
OK TO POUR WHEN READY: CONNECTED PAIR OF F7s @ K/10.25; F3 @ D/4 + CONTIGUOUS STRIP FOOTING; F3s AT G/4 AND J/4;
Misc
Partial Correction
07/15/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
07/15/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Footing Inspection - Commercial Failed 7/19/2016 07/19/2016
Misc
Resolved
07/19/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Resolved
07/19/2016
ELEVATOR WALLS: E LINE BETWEEN 10.5 AND 11 LINE; 14 LINE BETWEEN K AND Q; BETWEEN 9.5 AND 9 AT S LINE
Misc
Resolved
07/19/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Misc
Resolved
07/19/2016
FOOTINGS AT HARDENED AREA COMPLETED & APPROVED FOR POUR. UFER GROUND CONNECTION ON LONGITUDINAL RE-BAR AT CHILLER SCREEN WALL SE.
Misc
Partial Correction
07/19/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB;
Misc
Partial Correction
07/19/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; N/4; Q/4; I/10; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Resolved
07/19/2016
OK TO POUR WHEN READY: F6 @ I/11 + CONTIGUOUS F3 + TIE BEAM FROM F6 TO PILASTER @ I/11.5
Misc
Resolved
07/19/2016
OK TO POUR WHEN READY: CONNECTED PAIR OF F7s @ K/10.25; F3 @ D/4 + CONTIGUOUS STRIP FOOTING; F3s AT G/4 AND J/4;
Misc
Resolved
07/19/2016
STEP FOOTINGS RISING FROM HARDENED AREA FOOTING ELEVATION: MIDDLE STEP @ 14/M TO COMPLETE STEPS ON 14; SECOND STEP AT E/10.8;
Misc
Partial Correction
07/19/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Misc
Corrective Action Required
07/19/2016
ISOLATED FOOTINGS NOT APPROVED FOR POUR: G/4.4; G/5.7; J/5.8; K/7.5; Q/5; L/9.5; L/11 - CHECK ALL FOR SIZE PER DESIGN - PROVIDE MINIMUM 3" RE-BAR CLEARANCE AT BOTTOMS AND BANKS
Footing Inspection - Commercial Partial 7/20/2016 7/20/2016 07/20/2016
Misc
Partial Correction
07/19/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB;
Misc
Partial Correction
07/19/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; N/4; Q/4; I/10; G/4.4; G/5.7; J/5.8; K/7.5; Q/5; L/9.5; L/11; U/4+U/4.5+TIE BEAM; **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Partial Correction
07/19/2016
COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7
Misc
Resolved
07/20/2016
ISOLATED FOOTINGS NOT APPROVED FOR POUR: G/4.4; G/5.7; J/5.8; K/7.5; Q/5; L/9.5; L/11 - CHECK ALL FOR SIZE PER DESIGN - PROVIDE MINIMUM 3" RE-BAR CLEARANCE AT BOTTOMS AND BANKS
Footing Inspection - Commercial Partial 7/22/2016 (11:00) 7/22/2016 07/22/2016
Misc
Partial Correction
07/20/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7;
Misc
Partial Correction
07/20/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; N/4; Q/4; I/10; G/4.4; G/5.7; J/5.8; K/7.5; Q/5; L/9.5; L/11; U/4+U/4.5+TIE BEAM; D/3-G/3-G/3.5 AND CONTIGUOUS WALL FOOTING; G.3/3.3; X/3.5; X/4; COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Resolved
07/22/2016
Misc
Corrective Action Required
07/22/2016
INSPECTION SET OF PRINTS HAS NOT BEEN UPDATED AS DESIGN MODIFICATIONS WERE IMPLIMENTED. SUBMIT UPDATED SHEETS TO JOE FROGGE, PLAN REVIEWER.
Footing Inspection - Commercial Partial 7/26/2016 (1:00) 7/26/2016 07/26/2016
Misc
Partial Correction
07/22/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7;
Misc
Partial Correction
07/22/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; N/4; Q/4; I/10; G/4.4; G/5.7; J/5.8; K/7.5; Q/5; L/9.5; L/11; U/4+U/4.5+TIE BEAM; D/3-G/3-G/3.5 AND CONTIGUOUS WALL FOOTING; G.3/3.3; X/3.5; X/4; U/3; U/3.5; CONNECTED PAIR Q/3=Q/3.5; N/3; CONNECTED PAIR J/3=J/3.5; COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Misc
Resolved
07/26/2016
INSPECTION SET OF PRINTS HAS NOT BEEN UPDATED AS DESIGN MODIFICATIONS WERE IMPLIMENTED. SUBMIT UPDATED SHEETS TO JOE FROGGE, PLAN REVIEWER.
Footing Inspection - Commercial Partial 7/29/2016 (9:00) 7/29/2016 07/29/2016
Misc
Partial Correction
07/26/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6;
Misc
Resolved
07/29/2016
OK TO POUR WHEN READY ISOLATED FOOTINGS AT FOLLOWING LOCATIONS: 13/O; 13/S; 13/W; 13/Y; 13/AA; 12/W; 12/Y; 12/AA; 11/O; 11/S; 12/O; 12/S; CONNECTED PAIR W/10.5&11; CONNECTED PAIR Y/10.5&11; 9/Y; 10/S; 10/W; 10/Y; 10/AA; 11/AA; N/4; Q/4; I/10; G/4.4; G/5.7; J/5.8; K/7.5; Q/5; L/9.5; L/11; U/4+U/4.5+TIE BEAM; D/3-G/3-G/3.5 AND CONTIGUOUS WALL FOOTING; G.3/3.3; X/3.5; X/4; U/3; U/3.5; CONNECTED PAIR Q/3=Q/3.5; N/3; CONNECTED PAIR J/3=J/3.5; COLUMN PADS AT THE FOLLOWING LOCATIONS APPROVED TO POUR PER DRAWINGS: 9.5/S; 9.5/T.5; 9/Y; 9/S; 9/O; 9/K; 9/I; 9/F; 7.6/Q; 7.6/U; 7.6/X; 6.7/0-G **OK TO POUR: ELEVATOR PAD AND F2 COLUMN PAD, F3 COLUMN PAD SOUTH OF ELEVATOR
Footing Inspection - Commercial Partial 8/4/2016 (9:00) 8/4/2016 08/04/2016
Misc
Partial Correction
07/29/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6; 2/B.6 TO 2/O;
Footing Inspection - Commercial Partial 8/10/2016 08/10/2016
Misc
Partial Correction
08/04/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6; 2/B.6 TO 2/O; 2/O TO 2/U.5;
Footing Inspection - Commercial Partial 8/12/2016 (8:30) 8/12/2016 08/12/2016
Misc
Partial Correction
08/10/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6; 2/B.6 TO 2/O; 2/O TO 2/U.5; 2/U.5 TO 2/Z.7;
Footing Inspection - Commercial Partial 8/17/2016 8/17/2016 08/17/2016
Misc
Partial Correction
08/12/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6; 2/B.6 TO 2/O; 2/O TO 2/U.5; 2/U.5 TO 2/Z.7; ON BB FROM 5.3 TO 3.8;
Footing Inspection - Commercial Partial 8/18/2016 (9:00) 8/18/2016 08/18/2016
Misc
Partial Correction
08/17/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6; 2/B.6 TO 2/O; 2/O TO 2/U.5; 2/U.5 TO 2/Z.7; ON BB FROM 5.3 TO 3.8; ON BB FROM 3.8 TO BB/2 TO COMPLETE PERIMETER
Footing Inspection - Commercial Partial 8/24/2016 (1:00) 8/24/2016 08/24/2016
Misc
Partial Correction
08/18/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6; 2/B.6 TO 2/O; 2/O TO 2/U.5; 2/U.5 TO 2/Z.7; ON BB FROM 5.3 TO 3.8; ON BB FROM 3.8 TO BB/2 TO COMPLETE PERIMETER
Misc
Partial Correction
08/24/2016
OK TO POUR WHEN READY CONCRETE GRADE BEAM AT CHILLER ENCLOSURE WALLS: EAST WALL FOOTING FROM (M) TO (O);
Foundation Inspection - Commercial Partial 10/24/2016 (8:00) 10/24/2016 10/24/2016
Misc
Partial Correction
07/21/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Misc
Partial Correction
07/21/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Partial Correction
07/21/2016
ELEVATOR WALLS: E LINE BETWEEN 10.5 AND 11 LINE; 14 LINE BETWEEN K AND Q; BETWEEN 9.5 AND 9 AT S LINE
Footing Inspection - Commercial Passed 8/24/2016 11/04/2016
Misc
Resolved
11/04/2016
OK TO POUR WHEN READY SECTIONS OF CONCRETE GRADE BEAM + INTEGRAL COLUMN FOOTINGS AS FOLLOWS: 14/N TO 14/Z; 14/Z TO DD/14 TO DD/12.3; DD/12.3 TO DD/9 TO 9/BB.5; 9/CC TO 9/Z TO 7/Z TO 6/BB + STOOP G.B. PER 55/S3.02 TO 5.3/BB; FOOTING E LINE BETWEEN 10.5 AND 11 TO 6.7; B/4.8 TO 2/B TO 2/B.6; 2/B.6 TO 2/O; 2/O TO 2/U.5; 2/U.5 TO 2/Z.7; ON BB FROM 5.3 TO 3.8; ON BB FROM 3.8 TO BB/2 TO COMPLETE PERIMETER
Misc
Resolved
11/04/2016
OK TO POUR WHEN READY CONCRETE GRADE BEAM AT CHILLER ENCLOSURE WALLS: EAST WALL FOOTING FROM (M) TO (O);
Foundation Inspection - Commercial Passed 10/24/2016 11/04/2016
Misc
Resolved
11/04/2016
OK TO POUR WHEN READY C.I.P. CONCRETE COLUMNS @ I/11.5; I/12; I/13; H/13;
Misc
Resolved
11/04/2016
OK TO POUR WHEN READY CONCRETE FOUNDATION WALL AND INTEGRAL COLUMNS/PILASTERS : K/13.7 TO K/11.6; K/11.6 TO 11.6/G; H.3/11.6 TO H.3/12.2 TO G/12.2 TO G/11.55; [K/13.7 TO J.9/EAST END; 13.8/J.9 & 14.9/J.9 TO 14.2/D.5* TO D.5/13.5; D.5/13.5 TO D.5/11.2; 11.55/G TO 11.55/D.5 TO COMPLETE PERIMETER WALLS; *INCLUDING #8 BARS AT TOP OF WALL PER ADDENDUM #4
Misc
Resolved
11/04/2016
ELEVATOR WALLS: E LINE BETWEEN 10.5 AND 11 LINE; 14 LINE BETWEEN K AND Q; BETWEEN 9.5 AND 9 AT S LINE
Final Inspection - Commercial Passed 11/4/2016 11/04/2016
Footing Inspection - Commercial Not Ready 1/30/2017 (1:00) 1/30/2017 01/30/2017
Documents & Images
Date Uploaded File Type Document Name
02/10/2016 Letter Codes P/R Corrections Document
04/06/2016 Receipt Receipt for transaction: 2016-001006
04/06/2016 Letter Codes Building Permit
04/15/2016 Letter Inspection Summary
04/21/2016 Letter Inspection Summary
05/02/2016 Letter Inspection Summary
05/05/2016 Letter Inspection Summary
05/06/2016 Letter Inspection Summary
05/13/2016 Letter Inspection Summary
05/26/2016 Letter Inspection Summary
06/02/2016 Letter Inspection Summary
06/13/2016 Letter Inspection Summary
06/15/2016 Letter Inspection Summary
06/16/2016 Letter Inspection Summary
06/17/2016 Letter Inspection Summary
06/22/2016 Letter Inspection Summary
06/24/2016 Letter Inspection Summary
06/27/2016 Letter Inspection Summary
06/29/2016 Letter Inspection Summary
06/30/2016 Letter Inspection Summary
06/30/2016 Letter Inspection Summary
07/01/2016 Letter Inspection Summary
07/05/2016 Letter Inspection Summary
07/07/2016 Letter Inspection Summary
07/11/2016 Letter Inspection Summary
07/15/2016 Letter Inspection Summary
07/18/2016 Letter Inspection Summary
07/19/2016 Letter Inspection Summary
07/20/2016 Letter Inspection Summary
07/22/2016 Letter Inspection Summary
07/26/2016 Letter Inspection Summary
07/29/2016 Letter Inspection Summary
08/04/2016 Letter Inspection Summary
08/10/2016 Letter Inspection Summary
08/12/2016 Letter Inspection Summary
08/17/2016 Letter Inspection Summary
08/18/2016 Letter Inspection Summary
08/24/2016 Letter Inspection Summary
10/24/2016 Letter Inspection Summary
11/04/2016 Letter Inspection Summary
12/21/2016 Missouri Innovation Campus Statement of Special Inspection
09/24/2019 Missouri Innovative Campus
Upload Documents

Guidelines For Electronically Submitting Documents:

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

Select any documents you wish to provide:





Portal Home