Permit Application Status

PRRES20171187


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
PRRES20171187
Building Permit - Residential
Certificate of Occupancy
JOHNSTON RE HOLDINGS LLC
NEW SINGLE FAMILY
NEW SINGLE FAMILY COVERED DECK RESPONSIBLE PARTY FOR THIS PERMIT IS MICHELE HOLT SALLY SARVADI 02/23/2018 2:46 PM
04/18/2017
05/26/2017
10/15/2017
08/02/2021
Locations
Contacts
JOHNSTON RE HOLDINGS LLC, Address:801 DEL LAGO CT  
DOUGLAS LANDSCAPE & DESIGN LLC, Address:1713 NE WHITESTONE DR, Phone:(816) 927-5906  
MOOSE ELECTRICAL CONSTRUCTION LLC, Address:105 HARLEQUIN DR, Phone:(816) 682-2693  
LRW PLUMBING LLC, Address:20631 W 319TH ST, Phone:(913) 568-7737  
MD REPAIR, Address:7901 S PARRENT RD, Phone:(816) 690-7985  
MICHELE HOLT, Address:3400 SW LOIS LN, Phone:(816) 500-2183  
Not shown for privacy reasons.
Reviews
Review Type Outcome Est. Completion Date Completed
Plot Plan Review Approved 05/24/2017 05/22/2017
Jonathon Hilton
Residential Plan Review Approved 05/24/2017 05/22/2017
Jonathon Hilton
10 Combustion air
Corrective Action Required
05/22/2017

Provide combustion air calculations and specify transfer air grilles for fuel burning appliances located in confined space(s). (IRC Chapter 17 and Section G2407)
30 Identify type of protection used in unfinished areas under
Corrective Action Required
05/22/2017

Identify type of protection used in unfinished areas under floor trusses. (IRC Section R501.3)
34 Specify type of wall bracing method(s) utilized.
Corrective Action Required
05/22/2017

Specify type of wall bracing method(s) utilized. (IRC Section R602.10)
33 Identify braced wall locations and length of braced wall panel(s).
Corrective Action Required
05/22/2017

Identify braced wall locations and length of braced wall panel(s). (IRC Section R602.10)
35 Specify acceptable material and size of exterior sheathing.
Corrective Action Required
05/22/2017

Specify acceptable material and size of exterior sheathing. (IRC SEction R703)
Plot Plan Review Approved 04/20/2017 05/22/2017
Jonathon Hilton
Residential Plan Review Rejected 04/20/2017 04/18/2017
Jonathon Hilton
10 Combustion air
Corrective Action Required
04/18/2017

Provide combustion air calculations and specify transfer air grilles for fuel burning appliances located in confined space(s). (IRC Chapter 17 and Section G2407)
30 Identify type of protection used in unfinished areas under
Corrective Action Required
04/18/2017

Identify type of protection used in unfinished areas under floor trusses. (IRC Section R501.3)
34 Specify type of wall bracing method(s) utilized.
Corrective Action Required
04/18/2017

Specify type of wall bracing method(s) utilized. (IRC Section R602.10)
33 Identify braced wall locations and length of braced wall panel(s).
Corrective Action Required
04/18/2017

Identify braced wall locations and length of braced wall panel(s). (IRC Section R602.10)
35 Specify acceptable material and size of exterior sheathing.
Corrective Action Required
04/18/2017

Specify acceptable material and size of exterior sheathing. (IRC SEction R703)
Fees
Paid Fees Amount Paid Owing Date Paid
Valuation Fee New Single Family $733.45 $733.45 Paid 05/26/2017
8331507-Sewer Connection Fee $450.00 $450.00 Paid 05/26/2017
Water Tap Fee $3,310.00 $3,310.00 Paid 05/26/2017
Water Meter Fee $405.36 $405.36 Paid 05/26/2017
Right of Way Permit Fee $75.00 $75.00 Paid 05/26/2017
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $4,973.81 $4,973.81 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Footing Inspection - Residential Passed 6/28/2017 (9:00) 6/28/2017 06/28/2017
Underslab Plumbing Inspection - Residential Passed 7/10/2017 7/10/2017 07/10/2017
Piers/Caissons Inspection - Residential Passed 8/2/2017 (2:15) 8/2/2017 08/02/2017
All Rough Inspection - Residential Not Ready 9/14/2017 9/14/2017 at 10:45 AM 09/14/2017
Misc
Corrective Action Required
09/14/2017
PLEASE HAVE APPROVED PLANS AND SHOP DRAWINGS ON SITE FOR INSPECTION.
All Rough Inspection - Residential Failed 9/18/2017 9/18/2017 at 8:30 AM 09/18/2017
Misc
Corrective Action Required
09/14/2017
1. Master bedroom, plans show exterior wall to be closet, alteration made and window is installed at north wall. Plan identifies this wall as braced wall line. Cannot have a window in a braced wall line. Have engineer address. 2. Missing two H-clips in master bed trusses. 3. Connect bath fan 1st floor bath. 4. Fireblocking over fireplace first floor and over return air plenum next to top stair landing required to be minimum 3/4" thick plywood. 5. Make up electric at fireplace j box. 6. Complete gas line to fireplace and make shut off accessible. 7. Protect junction box in return air plenum next to top of the stairs. 8. Over notched floor joist cut for master toilet. 9. Bond gas pipe to grounding electrode system.
Electrical Service Inspection Passed 9/18/2017 at 9:41 AM 09/18/2017
Gas Service Inspection - Residential Failed 9/18/2017 at 9:50 AM 09/18/2017
Misc
Corrective Action Required
09/18/2017
PRESSURE APPROVED. BOND GAS PIPE TO GROUNDING ELECTRODE SYSTEM.
All Rough Inspection - Residential Failed 9/22/2017 9/22/2017 at 11:00 AM 09/22/2017
Misc
Corrective Action Required
09/18/2017
1. Master bedroom, plans show exterior wall to be closet, alteration made and window is installed at north wall. Plan identifies this wall as braced wall line. Cannot have a window in a braced wall line. Have engineer address.
Gas Service Inspection - Residential Passed 9/22/2017 at 11:46 AM 09/22/2017
Misc
Resolved
09/22/2017
PRESSURE APPROVED. BOND GAS PIPE TO GROUNDING ELECTRODE SYSTEM.
All Rough Inspection - Residential Passed 9/26/2017 9/26/2017 at 10:05 AM 09/26/2017
Misc
Resolved
09/26/2017
1. Master bedroom, plans show exterior wall to be closet, alteration made and window is installed at north wall. Plan identifies this wall as braced wall line. Cannot have a window in a braced wall line. Have engineer address.
Sewer Service Inspection - R Passed 10/10/2017 (11:00) 10/10/2017 at 11:40 AM 10/10/2017
Water Service Inspection - R Partial 10/10/2017 (11:00) 10/10/2017 at 11:51 AM 10/10/2017
Water Service Inspection - R Passed 10/11/2017 (9:30) 10/11/2017 at 9:45 AM 10/11/2017
Driveway Inspection Partial 3/20/2018 3/20/2018 at 1:00 PM 03/20/2018
Informational
03/20/2018
Brice Lawson 03/20/2018 1:46 PM Driveway approach not ready. Contractor had questions about the placement of the sidewalk and ADA ramp.
Sidewalk Inspection Failed 3/21/2018 at 9:45 AM 03/21/2018
Corrective Action Required
03/21/2018
TTHOMPSON 03/21/2018 10:21 AM Matt M. and I checked the forms for the sidewalk and the ADA forms for the turning space area did not meet specifications. The sidewalk forms were not set to 4' to match the existing sidewalk. We gave the contractor the LS detail sheet with all the ADA requirements. We also noticed there was not enough gravel in the driveway approach, we asked the contractor to bring in more gravel and ensure they can get 6" of concrete on top of the compacted gravel.
Corrective Action Required
03/21/2018
TTHOMPSON 03/21/2018 10:21 AM Matt M. and I checked the forms for the sidewalk and the ADA forms for the turning space area did not meet specifications. The sidewalk forms were not set to 4' to match the existing sidewalk. We gave the contractor the LS detail sheet with all the ADA requirements. We also noticed there was not enough gravel in the driveway approach, we asked the contractor to bring in more gravel and ensure they can get 6" of concrete on top of the compacted gravel.
Sidewalk Inspection Partial 3/21/2018 at 11:25 AM 03/21/2018
PW-Misc
Informational
03/21/2018
Matt Munger 03/21/2018 12:15 PM John H. and I came out to inspect the forms, the contractor fixed the forms to allow for 4ft of sidewalk (match existing). The contractor was having a hard time trying to figure out the ADA turning space area. I went over the detail sheet that I had given him earlier in the morning.I informed him the turning space should be 5ft x 5ft and the cross slope should be 1.5% in either direction. I explained to him that this was a courtesy inspection and that it was still his responsibility to make sure it was correct. They had adjusted the sidewalk forms to be able to achieve less than 2% cross slope.
Sidewalk Inspection Partial 3/22/2018 at 9:00 AM 03/22/2018
PW-Misc
Informational
03/21/2018
Matt Munger 03/21/2018 12:15 PM John H. and I came out to inspect the forms, the contractor fixed the forms to allow for 4ft of sidewalk (match existing). The contractor was having a hard time trying to figure out the ADA turning space area. I went over the detail sheet that I had given him earlier in the morning.I informed him the turning space should be 5ft x 5ft and the cross slope should be 1.5% in either direction. I explained to him that this was a courtesy inspection and that it was still his responsibility to make sure it was correct. They had adjusted the sidewalk forms to be able to achieve less than 2% cross slope.
Corrective Action Required
03/22/2018
Matt Munger 03/22/2018 10:18 AM Bob B. and I came out to try and explain to Carlos what is required to comply with the ADA details since they are having issues getting the forms correct. Carlos stated we were holding him up because several inspectors have come out and have told him different things (Carlos was not on site the day prior). I explained to Carlos this is a courtesy inspection and that we can't build it for him. I explained to him that he needs to have the gravel compacted and ready when we arrive. We explained to them they cannot go off of the other ADA ramp across the road. They are running into the issue of concrete storm being in the way to get the 4ft by 5ft turning space.
Sidewalk Inspection Partial 3/22/2018 at 10:45 AM 03/22/2018
PW-Misc
Informational
03/22/2018
Matt Munger 03/22/2018 12:42 PM Matt Irmer and I went out to explain the ADA details to Carlos and his crew since they were still having issues figuring out how to set up the turning space area. The contractor had to redo the ramp and frame up the turning space. I checked the forms as they were working on the turning space. They were going to be over 8.33% for their running slope so we had them go back 15ft and start there to have a continous slope.
Sidewalk Inspection Failed 3/22/2018 at 2:15 PM 03/22/2018
PW-Misc
Informational
03/22/2018
Matt Munger 03/22/2018 12:42 PM Matt Irmer and I went out to explain the ADA details to Carlos and his crew since they were still having issues figuring out how to set up the turning space area. The contractor had to redo the ramp and frame up the turning space. I checked the forms as they were working on the turning space. They were going to be over 8.33% for their running slope so we had them go back 15ft and start there to have a continous slope.
PW-Misc
Corrective Action Required
03/22/2018
Matt Munger 03/22/2018 2:33 PM I came back to check on the work that they had completed between going to my next site. They did not have an adequate amount of gravel in place from where they had to dig to adjust the forms. The sidewalk forms going to the ADA turning space were over 2%. I informed the contractor that I wanted to see 4" of compacted gravel and the forms set correctly before they pour any concrete. The contractor was trying to get me to just check the forms and wanted to bring gravel after I had left. I explained to him they were not ready and if he pours the concrete it is going to have to be torn out.
Sidewalk Inspection Partial 3/23/2018 3/23/2018 at 11:24 AM 03/23/2018
PW-Misc
Informational
03/22/2018
Matt Munger 03/22/2018 12:42 PM Matt Irmer and I went out to explain the ADA details to Carlos and his crew since they were still having issues figuring out how to set up the turning space area. The contractor had to redo the ramp and frame up the turning space. I checked the forms as they were working on the turning space. They were going to be over 8.33% for their running slope so we had them go back 15ft and start there to have a continous slope.
PW-Misc
Corrective Action Required
03/22/2018
Matt Munger 03/22/2018 2:33 PM I came back to check on the work that they had completed between going to my next site. They did not have an adequate amount of gravel in place from where they had to dig to adjust the forms. The sidewalk forms going to the ADA turning space were over 2%. I informed the contractor that I wanted to see 4" of compacted gravel and the forms set correctly before they pour any concrete. The contractor was trying to get me to just check the forms and wanted to bring gravel after I had left. I explained to him they were not ready and if he pours the concrete it is going to have to be torn out.
PW-Misc
Informational
03/23/2018
Matt Munger 03/23/2018 12:38 PM The forms were not set to achieve ADA requirements. Tom C. and I explained to the contractor the requirements and they made the adjustments to the forms to be within specifications. We checked the cross slope and informed them to be cautious when they finish the concrete so that they stay under 2% to meet ADA requirements. They are going to wait to pour next week to make sure the sub-grade isn't soft due to the rain coming in over the weekend.
Site Visit Partial 3/23/2018 at 2:27 PM 03/23/2018
PW-Misc
Informational
03/23/2018
Matt Munger 03/23/2018 2:26 PM Mrs. Holt was concerned with the meter well being too tall and inquired whose responsibility it would be to correct the issue. I checked with Mike Copeland to seek an answer to her question. Mike was able to clarify that she would be responsible since she assumed responsibility for the permit. I called and informed Mrs. Holt that she would be responsible for correcting the issue since she assumed responsibility for the permit.
Sidewalk Inspection Partial 3/28/2018 at 8:20 AM 03/28/2018
PW-Misc
Informational
03/23/2018
Matt Munger 03/22/2018 12:42 PM Matt Irmer and I went out to explain the ADA details to Carlos and his crew since they were still having issues figuring out how to set up the turning space area. The contractor had to redo the ramp and frame up the turning space. I checked the forms as they were working on the turning space. They were going to be over 8.33% for their running slope so we had them go back 15ft and start there to have a continous slope.
PW-Misc
Corrective Action Required
03/23/2018
Matt Munger 03/22/2018 2:33 PM I came back to check on the work that they had completed between going to my next site. They did not have an adequate amount of gravel in place from where they had to dig to adjust the forms. The sidewalk forms going to the ADA turning space were over 2%. I informed the contractor that I wanted to see 4" of compacted gravel and the forms set correctly before they pour any concrete. The contractor was trying to get me to just check the forms and wanted to bring gravel after I had left. I explained to him they were not ready and if he pours the concrete it is going to have to be torn out.
PW-Misc
Informational
03/23/2018
Matt Munger 03/23/2018 12:38 PM The forms were not set to achieve ADA requirements. Tom C. and I explained to the contractor the requirements and they made the adjustments to the forms to be within specifications. We checked the cross slope and informed them to be cautious when they finish the concrete so that they stay under 2% to meet ADA requirements. They are going to wait to pour next week to make sure the sub-grade isn't soft due to the rain coming in over the weekend.
PW-Misc
Informational
03/28/2018
Matt Munger 03/28/2018 8:36 AM Troy T. and I checked the forms and they met ADA standards. The contractors covered the gravel and forms with plastic tarps to keep the sub-grade dry. The sub-grade was compact and there was an adequate amount of gravel. I contacted Carlos to let him know his forms were in compliance but cautioned him that they need to check the cross slopes and running slopes as they finish the concrete to be in compliance.
Driveway Inspection Partial 3/28/2018 3/28/2018 at 8:41 AM 03/28/2018
Informational
03/28/2018
Matt Munger 03/28/2018 8:48 AM Troy T. and I came out to check the driveway approach, there was an adequate amount of gravel within the approach. The contractor did cover the sub-grade with plastic to keep the sub-grade dry. I informed Carlos to make sure he uses expansion joint material and he stated they would bring it on the truck. I also informed Carlos to keep the sidewalk within the driveway approach under 2% and full width of the sidewalk all the way through.
Occupancy Inspection - Codes Residential Failed 4/9/2018 4/9/2018 at 9:00 AM 04/09/2018
R801.3 Roof drainage
Corrective Action Required
04/09/2018
-ESTABLISH FINAL GRADE, SOD, 36" DRAINANGE FROM FOUNDATION AT DOWNSPOUTS. -FIREPLACE HEARTH: HEARTH SHALL BE NON-COMBUSTABLE FOR 16" IN FRONT OF THE BOTTOM OF THE FIREPLACE OPENING AND EXTEND 8" EACH SIDE OF THE OPENING. INSTALL GUARD FOR THE DECK STAIRS EACH SIDE AND A GRASPABLE HANDRAIL.
Sidewalk Inspection Failed 4/9/2018 at 10:18 AM 04/09/2018
PW-Misc
Informational
03/28/2018
Matt Munger 03/22/2018 12:42 PM Matt Irmer and I went out to explain the ADA details to Carlos and his crew since they were still having issues figuring out how to set up the turning space area. The contractor had to redo the ramp and frame up the turning space. I checked the forms as they were working on the turning space. They were going to be over 8.33% for their running slope so we had them go back 15ft and start there to have a continous slope.
PW-Misc
Corrective Action Required
03/28/2018
Matt Munger 03/22/2018 2:33 PM I came back to check on the work that they had completed between going to my next site. They did not have an adequate amount of gravel in place from where they had to dig to adjust the forms. The sidewalk forms going to the ADA turning space were over 2%. I informed the contractor that I wanted to see 4" of compacted gravel and the forms set correctly before they pour any concrete. The contractor was trying to get me to just check the forms and wanted to bring gravel after I had left. I explained to him they were not ready and if he pours the concrete it is going to have to be torn out.
PW-Misc
Informational
03/28/2018
Matt Munger 03/23/2018 12:38 PM The forms were not set to achieve ADA requirements. Tom C. and I explained to the contractor the requirements and they made the adjustments to the forms to be within specifications. We checked the cross slope and informed them to be cautious when they finish the concrete so that they stay under 2% to meet ADA requirements. They are going to wait to pour next week to make sure the sub-grade isn't soft due to the rain coming in over the weekend.
PW-Misc
Informational
03/28/2018
Matt Munger 03/28/2018 8:36 AM Troy T. and I checked the forms and they met ADA standards. The contractors covered the gravel and forms with plastic tarps to keep the sub-grade dry. The sub-grade was compact and there was an adequate amount of gravel. I contacted Carlos to let him know his forms were in compliance but cautioned him that they need to check the cross slopes and running slopes as they finish the concrete to be in compliance.
PW-Sidewalk does not meet ADA requirements
Corrective Action Required
04/09/2018
Matt Munger 04/09/2018 10:32 AM One section of sidewalk was over the 2% ADA requirement for the cross slope. I took pictures and marked the panel with pink paint. There were 3 spots on the panel that were over 2%. I contacted Carlos and explained to him the section that I marked will need to be replaced. I informed him to call in for a inspection before he pours.
Driveway Inspection Failed 4/9/2018 at 10:33 AM 04/09/2018
PW-Misc
Corrective Action Required
04/09/2018
Matt Munger 04/09/2018 10:42 AM The sidewalk within the driveway approach did not meet ADA standards. There were several spots that were over 2%. I contacted Carlos and informed him the approach will need to be replaced. I told him to call in for an inspection before they pour the approach.
Sidewalk Inspection Failed 6/14/2018 06/14/2018
PW-Sidewalk does not meet ADA requirements
Corrective Action Required
06/14/2018
The sidewalk does not meet ADA guidelines. Brice Lawson 06/14/2018 3:22 PM Make proper corrections.
Driveway Inspection Failed 6/14/2018 06/14/2018
PW-Misc
Corrective Action Required
04/09/2018
Matt Munger 04/09/2018 10:42 AM The sidewalk within the driveway approach did not meet ADA standards. There were several spots that were over 2%. I contacted Carlos and informed him the approach will need to be replaced. I told him to call in for an inspection before they pour the approach.
Occupancy Inspection - Codes Residential Temporary C of O 6/15/2018 6/15/2018 at 8:00 AM 06/15/2018
R801.3 Roof drainage
Corrective Action Required
04/09/2018
-ESTABLISH FINAL GRADE, SOD, 36" DRAINANGE FROM FOUNDATION AT DOWNSPOUTS. **INSTALL GUARD FOR THE DECK STAIRS EACH SIDE AND A GRASPABLE HANDRAIL. INCOMPLETE* triangle area south side of stairs is over 6". no grippable handrail , top of rail is a 2x6, max is a 2x4. Varify Driveway and sidewalk are approved before issuing a CofO.
R311.5.6.3 Handrail grip size
Corrective Action Required
06/15/2018
MEANS OF EGRESS. AMENDED 7-912. All required handrails shall be of one of the following types or provide equivalent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) with a maximum cross section of dimension of 2-1/4 inches (57 mm). 2. Type II. Handrails with a perimeter greater than 6-1/4 inches (160mm) shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8mm) within 7/8 inch (22mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10mm) to a level that is not less than 1-3/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4 inches (32 mm) to a maximum of 2-3/4 inches (70mm). Edges shall have a minimum radius of 0.01 inches (0.25 mm). EXCEPTION: Handrails provided at other non-required exterior stairs may have a maximum horizontal cross-sectional dimension of 3-1/2 inches and shall be easily graspable.
R312.2 Guard opening limitations
Corrective Action Required
06/15/2018
GUARDS. AMENDED 7-913. Required guards on open sides of stairways, ramps, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches (102mm) or more in diameter. EXCEPTIONS: 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such size that a sphere 6 inches (152 mm) cannot pass through. 2. Openings for required guards on the sides of stair treads shall not allow a sphere 4-3/8 inches (107 mm) to pass through.
Sidewalk Inspection Partial 6/15/2018 at 8:45 AM 06/18/2018
PW-Sidewalk does not meet ADA requirements
Corrective Action Required
06/14/2018
The sidewalk does not meet ADA guidelines. Brice Lawson 06/14/2018 3:22 PM Make proper corrections.
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 2:02 PM On 6/15/18 I met with Carlos who is the contractor that installed sidewalk and ada. I explained and showed him with a level where the sidewalk and ada including turn space acceed the max. 2% cross slope requirements. Carlos said he planned to remove all of the sidewalk and ada the his crew installed on Saturday.
Driveway Inspection Partial 6/15/2018 at 9:16 AM 06/18/2018
PW-Misc
Corrective Action Required
06/14/2018
Matt Munger 04/09/2018 10:42 AM The sidewalk within the driveway approach did not meet ADA standards. There were several spots that were over 2%. I contacted Carlos and informed him the approach will need to be replaced. I told him to call in for an inspection before they pour the approach.
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 2:06 PM On 6/15/18 I met with Carlos and showed him with a smart tool level the areas of the driveway where the cross slope is greater that the max. allowable cross slope of 2.0%. He planned to remove the driveway approach on Saturday.
Site Visit Partial 6/18/2018 at 1:00 PM 06/18/2018
PW-Misc
Informational
03/23/2018
Matt Munger 03/23/2018 2:26 PM Mrs. Holt was concerned with the meter well being too tall and inquired whose responsibility it would be to correct the issue. I checked with Mike Copeland to seek an answer to her question. Mike was able to clarify that she would be responsible since she assumed responsibility for the permit. I called and informed Mrs. Holt that she would be responsible for correcting the issue since she assumed responsibility for the permit.
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 2:10 PM The contractor stated that he may remove the driveway and sidewalk on Saturday. It does not appear that the removal has started.
Site Visit Partial 7/19/2018 at 11:00 AM 07/19/2018
PW-Misc
Informational
06/18/2018
Matt Munger 03/23/2018 2:26 PM Mrs. Holt was concerned with the meter well being too tall and inquired whose responsibility it would be to correct the issue. I checked with Mike Copeland to seek an answer to her question. Mike was able to clarify that she would be responsible since she assumed responsibility for the permit. I called and informed Mrs. Holt that she would be responsible for correcting the issue since she assumed responsibility for the permit.
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 2:10 PM The contractor stated that he may remove the driveway and sidewalk on Saturday. It does not appear that the removal has started.
PW-Misc
Informational
07/19/2018
Brice Lawson 07/19/2018 3:20 PM The contractor was planning to begin removing the driveway and sidewalk this week. There has been no activity.
Sidewalk Inspection Failed 9/11/2019 09/11/2019
PW-Sidewalk does not meet ADA requirements
Corrective Action Required
06/18/2018
The sidewalk does not meet ADA guidelines. Brice Lawson 06/14/2018 3:22 PM Make proper corrections.
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 2:02 PM I met with Carlos who is the contractor that installed sidewalk and ada. I explained and showed him with a level where the sidewalk and ada including turn space acceed the max. 2% cross slope requirements. Carlos said he planned to remove all of the sidewalk and ada the his crew installed on Saturday.
Misc
Corrective Action Required
09/11/2019
There are two sidewalk panels on the south side of the driveway approach that are out of ADA compliance. The panels have a cross slope greater than 2.0 percent. I marked the panels with pink paint.
Driveway Inspection Failed 9/11/2019 09/11/2019
PW-Misc
Corrective Action Required
06/18/2018
Matt Munger 04/09/2018 10:42 AM The sidewalk within the driveway approach did not meet ADA standards. There were several spots that were over 2%. I contacted Carlos and informed him the approach will need to be replaced. I told him to call in for an inspection before they pour the approach.
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 2:06 PM On 6/15/18 I met with Carlos and showed him with a smart tool level the areas of the driveway where the cross slope is greater that the max. allowable cross slope of 2.0%. He planned to remove the driveway approach on Saturday.
Misc
Corrective Action Required
09/11/2019
The driveway approach has a cross slope greater than 2.0 % and does not meet ADA compliance. Corrections to the approach to bring it into compliance are required.
Occupancy Inspection - Codes Residential Failed 9/11/2019 09/11/2019
R801.3 Roof drainage
Corrective Action Required
06/15/2018
**INSTALL GUARD FOR THE DECK STAIRS EACH SIDE AND A GRASPABLE HANDRAIL. INCOMPLETE* triangle area south side of stairs is over 6". no grippable handrail , top of rail is a 2x6, max is a 2x4. Handrail installed on North side of stairs does not meet code. under 34" and not able to grab rail , it sits under the 2x6,( 2x6 can be changed to 2x4 top rail and meet code) Verify Driveway and sidewalk are approved before issuing a CofO. Still Outstanding issues.
R311.5.6.3 Handrail grip size
Corrective Action Required
06/15/2018
MEANS OF EGRESS. AMENDED 7-912. All required handrails shall be of one of the following types or provide equivalent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) with a maximum cross section of dimension of 2-1/4 inches (57 mm). 2. Type II. Handrails with a perimeter greater than 6-1/4 inches (160mm) shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8mm) within 7/8 inch (22mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10mm) to a level that is not less than 1-3/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4 inches (32 mm) to a maximum of 2-3/4 inches (70mm). Edges shall have a minimum radius of 0.01 inches (0.25 mm). EXCEPTION: Handrails provided at other non-required exterior stairs may have a maximum horizontal cross-sectional dimension of 3-1/2 inches and shall be easily graspable.
R312.2 Guard opening limitations
Resolved
09/11/2019
GUARDS. AMENDED 7-913. Required guards on open sides of stairways, ramps, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches (102mm) or more in diameter. EXCEPTIONS: 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such size that a sphere 6 inches (152 mm) cannot pass through. 2. Openings for required guards on the sides of stair treads shall not allow a sphere 4-3/8 inches (107 mm) to pass through.
Driveway Inspection Failed 4/13/2021 04/13/2021
PW-Misc
Corrective Action Required
09/11/2019
Matt Munger 04/09/2018 10:42 AM The sidewalk within the driveway approach did not meet ADA standards. There were several spots that were over 2%. I contacted Carlos and informed him the approach will need to be replaced. I told him to call in for an inspection before they pour the approach.
PW-Misc
Informational
09/11/2019
Brice Lawson 06/18/2018 2:06 PM On 6/15/18 I met with Carlos and showed him with a smart tool level the areas of the driveway where the cross slope is greater that the max. allowable cross slope of 2.0%. He planned to remove the driveway approach on Saturday.
Misc
Corrective Action Required
09/11/2019
The driveway approach has a cross slope greater than 2.0 % and does not meet ADA compliance. Corrections to the approach to bring it into compliance are required.
Misc
Corrective Action Required
04/13/2021
The driveway still is out of compliance. The cross slope is 2.2, 3.0 and 3.0 it the the spots I put my level on.
Driveway Inspection Passed 7/14/2021 07/14/2021
PW-Misc
Corrective Action Required
04/13/2021
Matt Munger 04/09/2018 10:42 AM The sidewalk within the driveway approach did not meet ADA standards. There were several spots that were over 2%. I contacted Carlos and informed him the approach will need to be replaced. I told him to call in for an inspection before they pour the approach.
PW-Misc
Informational
04/13/2021
Brice Lawson 06/18/2018 2:06 PM On 6/15/18 I met with Carlos and showed him with a smart tool level the areas of the driveway where the cross slope is greater that the max. allowable cross slope of 2.0%. He planned to remove the driveway approach on Saturday.
Misc
Corrective Action Required
04/13/2021
The driveway approach has a cross slope greater than 2.0 % and does not meet ADA compliance. Corrections to the approach to bring it into compliance are required.
Misc
Corrective Action Required
04/13/2021
The driveway still is out of compliance. The cross slope is 2.2, 3.0 and 3.0 it the the spots I put my level on.
Misc
Informational
07/14/2021
The driveway approach has been replaced and poured. The driveway has now passed all inspecitons.
Sidewalk Inspection Passed 7/14/2021 07/14/2021
PW-Sidewalk does not meet ADA requirements
Corrective Action Required
09/11/2019
The sidewalk does not meet ADA guidelines. Brice Lawson 06/14/2018 3:22 PM Make proper corrections.
PW-Misc
Informational
09/11/2019
Brice Lawson 06/18/2018 2:02 PM I met with Carlos who is the contractor that installed sidewalk and ada. I explained and showed him with a level where the sidewalk and ada including turn space acceed the max. 2% cross slope requirements. Carlos said he planned to remove all of the sidewalk and ada the his crew installed on Saturday.
Misc
Corrective Action Required
09/11/2019
There are two sidewalk panels on the south side of the driveway approach that are out of ADA compliance. The panels have a cross slope greater than 2.0 percent. I marked the panels with pink paint.
Misc
Informational
07/14/2021
The sidewalk has been replaced and passed inspeciton.
Occupancy Inspection - Codes Residential Full C of O 8/2/2021 08/02/2021
R801.3 Roof drainage
Resolved
08/02/2021
**INSTALL GUARD FOR THE DECK STAIRS EACH SIDE AND A GRASPABLE HANDRAIL. INCOMPLETE* triangle area south side of stairs is over 6". no grippable handrail , top of rail is a 2x6, max is a 2x4. Handrail installed on North side of stairs does not meet code. under 34" and not able to grab rail , it sits under the 2x6,( 2x6 can be changed to 2x4 top rail and meet code) Verify Driveway and sidewalk are approved before issuing a CofO. Still Outstanding issues.
R311.5.6.3 Handrail grip size
Resolved
08/02/2021
MEANS OF EGRESS. AMENDED 7-912. All required handrails shall be of one of the following types or provide equivalent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) with a maximum cross section of dimension of 2-1/4 inches (57 mm). 2. Type II. Handrails with a perimeter greater than 6-1/4 inches (160mm) shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8mm) within 7/8 inch (22mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10mm) to a level that is not less than 1-3/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4 inches (32 mm) to a maximum of 2-3/4 inches (70mm). Edges shall have a minimum radius of 0.01 inches (0.25 mm). EXCEPTION: Handrails provided at other non-required exterior stairs may have a maximum horizontal cross-sectional dimension of 3-1/2 inches and shall be easily graspable.
Documents & Images
Date Uploaded File Type Document Name
04/18/2017 Letter Codes Residential Plan Review
05/26/2017 Receipt Receipt for transaction: 2017-003136
05/26/2017 Letter Codes Building Permit
05/30/2017 Plot Plan DOC053017-005
06/28/2017 Letter Inspection Summary
07/10/2017 Letter Inspection Summary
08/02/2017 Letter Inspection Summary
09/14/2017 Letter Inspection Summary
09/18/2017 Letter Inspection Summary
09/18/2017 Letter Inspection Summary
09/22/2017 Engineer Report/Study DOC092217
09/22/2017 Letter Inspection Summary
09/26/2017 Letter Inspection Summary
10/10/2017 Letter Inspection Summary
10/11/2017 Letter Inspection Summary
02/16/2018 Letter DOC021618-003
02/23/2018 Letter Codes Building Permit
03/20/2018 Letter DE-Daily Inspection Summary
03/21/2018 Letter DE-Daily Inspection Summary
03/21/2018 Letter DE-Daily Inspection Summary
03/22/2018 Letter DE-Daily Inspection Summary
03/22/2018 Letter DE-Daily Inspection Summary
03/23/2018 Letter DE-Daily Inspection Summary
03/23/2018 Letter DE-Site Visit Inspection
03/28/2018 Letter DE-Daily Inspection Summary
04/09/2018 Letter Inspection Summary
04/09/2018 Letter DE-Daily Inspection Summary
04/09/2018 IMG_2044
04/09/2018 IMG_2045
04/09/2018 IMG_2046
04/09/2018 IMG_2047
04/09/2018 IMG_2048
04/09/2018 IMG_3912
04/09/2018 IMG_3913
04/09/2018 IMG_3914
04/09/2018 IMG_3915
04/09/2018 IMG_3916
04/09/2018 IMG_2041
04/09/2018 IMG_2042
04/09/2018 IMG_2043
06/14/2018 Letter DE-Daily Inspection Summary
06/15/2018 Letter Codes Temporary Certificate of Occupancy
06/18/2018 Letter DE-Daily Inspection Summary
07/19/2018 Letter DE-Daily Inspection Summary
09/11/2019 Letter INSPECTION SUMMARY
09/11/2019 Letter INSPECTION SUMMARY
09/11/2019 Letter INSPECTION SUMMARY
09/11/2019 Letter INSPECTION SUMMARY
09/11/2019 Letter INSPECTION SUMMARY
09/11/2019 Letter INSPECTION SUMMARY
09/11/2019 Letter INSPECTION SUMMARY
09/11/2019 Letter INSPECTION SUMMARY
04/13/2021 Letter INSPECTION SUMMARY
07/14/2021 Letter INSPECTION SUMMARY
07/14/2021 Letter Inspection Summary
08/02/2021 Letter Codes Final Certificate of Occupancy
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