Information based on query as of Thursday, July 18, 2024.
Permit Information
Permit NumberBLD03-00133
StatusFinaled
Name BEACHWOOD BUILDERS INC
Site Address 13177 W PERSIMMON LN
Project NameMahogany Office Park
Customer Number 
ePlanReviewNo
Description
Ricketts & Associates (Shell & Core) - To construct a new 2580 square foot, one story, wood framed office building shell & core and related site improvements. The core areas to be finished include the main entry, the restrooms and mechanical rooms. This building will have two separate tenant spaces. The 1665 square foot Ricketts & Associates tenant improvement is being done under BLD03-00517. The other teant space is 675 square feet and will have a vanilla finishes. A separate tenant improvement permit will be required to finish the remaining space for occupancy. All construction per the approved plans and attached comment list. DRH02-00239/PC#030-03/JCM
Contact Information
See Activities list for contact information
Show All Activities
DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
BLD-Final7/8/20037/9/20037/9/2003PPASS
DetailsJim Sly
Scheduled by a contractor via Hello! on 7/8/2003 at 2:56:45 PM. Contact: ###-####.
FIRE-Final Inspection7/8/20037/9/20037/9/2003APASS
DetailsTroy Cobbley
fire life safety finaled 7/9/2003 8:55:28 AM
BLD-Conference7/2/20037/2/20037/2/2003PDONE
DetailsJim Sly
###-#### call for a phone conference
FIRE-Final Inspection7/1/20037/2/20037/2/2003ACANC
DetailsTroy Cobbley
###-#### ###-#### Contractor is not ready. Still waiting on door hardware 7/2/2003 11:04:45 AM
FIRE-Conference7/1/20037/1/20037/1/2003PDONE
DetailsTroy Cobbley
at 3pm ###-#### I spoke with the contractor about life safety items. The door hardware on the rear exits and the restrooms is not approved type. And needs to be changed out. 7/1/2003 3:49:38 PM
BLD-Other5/23/20035/23/20035/23/2003APART
DetailsJim Sly
Scheduled by a contractor via Hello! on 5/23/2003 at 7:04:10 AM. Contact: ###-####. Truss rocked for draftstop.......Need to inspect for complying door at final. (Draftstop not shown on appr plan). 5/23/2003 12:25:52 PM
BLD-Energy code compliance5/21/20035/22/20035/22/2003APASS
DetailsTom Arcoraci
Scheduled by a contractor via Hello! on 5/21/2003 at 12:41:03 PM. Contact: ###-####.
BLD-Framing/Rough-in5/20/20035/20/20035/20/2003PPASS
DetailsJim Sly
Scheduled by a contractor via Hello! on 5/20/2003 at 11:14:02 AM. Contact: ###-####. 5/20/2003 1:19:16 PM
BLD-Other4/24/20034/24/20034/24/2003PPART
DetailsJim Sly
Scheduled by a contractor via Hello! on 4/24/2003 at 8:36:14 AM. Contact: ###-####. Shear OK. 4/24/2003 4:53:43 PM
BLD-Foundation4/4/20034/4/20034/4/2003PPASS
DetailsJim Sly
manual; Phone #: ###-#### Internet Inspection Request from: Darla Downs
BLD-Footing4/3/20034/3/20034/3/2003PPASS
DetailsRuss Owen
###-####The approved plans indicated a 3500 psi concrete design, I asked the contractor if he had anything taht stated a lower design strength he handed me a lettter from the architect that read 3000 to 3500 psi would meet the specifications for the enguneering calculations, The engineer called back and said 2500 psi is ok. Then I went to sign the job card which was in a folder that was handed to me by the contractor with the stamped enginneering cals they clearly indicated 2500 psi. I then told the contractor to allway keep all information with plans . As this all could have been avoided. I spent almost an hour on a 2500 sq ft foundation inspection. 4/3/2003 4:54:05 PM