Information based on query as of Wednesday, July 17, 2024.
Permit Information
Permit NumberGCB10-00066
StatusFinaled
Name Dave Evans Construcion
Site Address 6661 N GLENWOOD
Project NameBLD2010-00061
Customer Number 
ePlanReviewNo
Description
(IRISH CORDON & BERNHARDT LLP.) - To construct a new 2,974 square foot, One story, wood framed, Business building w/ offices, a lobby, a copy room, a workout room with an accessible bathing room, two fully accessible restrooms, and related site improvements. All work per the approved plans, attached plan review comments, and conditions of all reviewing agencies for this project. This building is NOT fire sprinklered. A Certificate of Occupancy with the occupant load total is to be issued when completed and approved. **SRZ**
Contact Information
See Activities list for contact information
Show All Activities
DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
GCB-Final4/26/20114/27/20114/27/2011APASS
DetailsDave Hannah
FinalDave @ ###-####Call in advance - PM Inspection
GCB-Energy3/2/20113/3/20113/3/2011APASS
DetailsDave Hannah
EnergyDave @ ###-####
GCB-Framing2/28/20113/1/20113/1/2011APASS
DetailsDave Hannah
FramingDave @ ###-####Call in advance ok to insulate
GCB-Framing2/24/20112/25/20112/25/2011AFAIL
DetailsMike Jordan
FramingDave @ ###-####Call in advance. Needs to complete airseal package prior to framing inspections, Appears that mechanical rough in inspection failed. Called contractor approx. 45 minutes prior to arrival.
GCB-Framing2/9/20112/10/20112/10/2011APART
DetailsDave Hannah
Framing (Eaves)Dave @ ###-#### sheet rock on soffits within 10 of prop line ok to cover
GCB-Framing1/11/20111/12/20111/11/2011APASS
DetailsDave Hannah
Scope: Framing (Shear Nail)Contact: Dave @ ###-####Call in advance please ok to cover ext
GCB-Framing1/6/20111/7/20111/7/2011AFAIL
DetailsDave Hannah
Scope: Framing (Shear Nail)Contact: Dave @ ###-####Call in advance please no plans on site
GCB-Footing11/4/201011/5/201011/5/2010APASS
DetailsMike Jordan
Scope: FootingsContact: Bill @ ###-####Applicant has requested inspection after 9:30 a.m. Footing ok. Also verified with structural engineer that no special inspection is required. 2500psi was used in design.