Information based on query as of Wednesday, July 17, 2024.
Permit Information
Permit NumberGCB10-00064
StatusFinaled
Name KELLY MILLER
Site Address 5601 GLENWOOD
Project NameBLD2010-00057
Customer Number 
ePlanReviewNo
Description
(Einstein's Oilery) - To construct a new 2,780 square foot, one story, Automobile service lube facility building, with a 1,378 square foot 1st story, a 1,397 square foot service basement, and a 398 square foot mezzanine w/ office, and related site improvements. The exterior walls will be 2x wood construction. Basement and main floors to be concrete slab construction. The mezzanine floor will be wood joists w/ wood subfloor over. The roof will be Pre-Eng. wood trusses w/ standing seam metal roofing. This building is NOT fire sprinklered. All work per the approved plans, attached plan review comments, and conditions of all reviewing agencies for this project. **SRZ**
Contact Information
See Activities list for contact information
Show Inspection Activities Only
DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
GCB-Final3/11/20113/14/20113/14/2011APASS
DetailsMike Jordan
FinalRyan @ ###-####PM Inspection - Call in advance please. All poutstanding issues have been repaired. Structural final ok.
GCB-Final3/11/20113/11/20113/11/2011AFAIL
DetailsMike Jordan
FinalRyan @ ###-####. Provide lock indicator on main enterance/exit door, remove key lock hardware on rear door, raise handrail to mezz. Correction notice was issued.
GCB-Courtesy2/25/20112/28/20112/28/2011ADONE
DetailsMike Jordan
Courtesy (Conference)Ryan @ ###-####Call in advance please. Spoke to cintractor bout sidewalk slope at ada crossing.
GCB-Energy1/28/20111/31/20111/31/2011APASS
DetailsMike Jordan
Scope: EnergyContact: Ryan @ ###-#### Insulation ok. Also verifed installation of truss bracing that was noted missing during framing inspection.
GCB-Framing1/25/20111/26/20111/26/2011APASS
DetailsTony Young
Scope: FramingContact: Ryan @ ###-####
NOTE
verify truss braces at energy code inspection
GCB-Framing1/13/20111/13/20111/13/2011PPART
DetailsMike Jordan
Shear nailing-Ryan Phone #: ###-####. Exterior shear nailing only. ok.
GCB-Shearwall1/4/20111/5/20111/5/2011APART
DetailsDave Hannah
Scope: ShearwallContact: Ryan @ ###-#### clips on rim to top plate ok to cover
GCB-Fndatn/slab ins/fld vent12/16/201012/17/201012/17/2010APART
DetailsDave Hannah
Scope: Foundation/Slab Insulation/EtcContact: Ryan @ ###-#### ok to pour lid
GCB-Fndatn/slab ins/fld vent12/3/201012/6/201012/6/2010APART
DetailsMike Jordan
Scope: FoundationContact: Ryan @ ###-####. Vertical and horizontal reinforcement for perimeter walls. Will have special inspection
GCB-Footing11/19/201011/22/201011/22/2010APART
DetailsMike Jordan
Scope: FootingsContact: Ryan @ ###-####. REbar for matslab and verts for wall. Work in progress, will have special inspection.
Plan assigned to (SRZ)9/17/20109/17/201010/21/2010 DONE
DetailsSam Zahorka
Failed Plumbing Review 10-13-10
**Additional PLUMBING PLAN REVIEW TIME**
Routing - PLAN CHECK10/21/2010 10/21/2010 PASS
DetailsSam Zahorka
PLANS/APPL TAKEN TO FRONT DESK  10/21/2010 DONE
DetailsSam Zahorka
Issue and Courier  10/21/2010 DONE
Routing - PLAN CHECK10/13/2010 10/20/2010 PEND
DetailsSam Zahorka
Pending Plumbing to pass
Plan resubmittals received  10/20/2010 DONE
Miscellaneous Hourly  10/20/2010 PASS
DetailsBill VanDegrift
Plumbing Resubmittal corrections Routed to Bill Vandegrift. resubmitted plans dater 10/20/10. UPC710. duplex sump pumps, 3" min. discharge. or approved grinders.
Plan resubmittals requested  10/19/2010 DONE
DetailsSam Zahorka
Project failed plumbing review. Corrections requested per Bill Vandergrift.
Plan resubmittals received  10/13/2010 DONE
DetailsSam Zahorka
Recieved Statement of Special Inspection. Plan issuance pending Plumbing approval.
Telephone call  10/11/2010 DONE
DetailsSam Zahorka
Left message with Glenn Walker. Need the Statement of Special Inspection form #310 prior to issuance.
Miscellaneous Hourly  10/11/2010 FAIL
DetailsBill VanDegrift
Routed to Plumbing Cold water to hose bibs in the shop area must be protected by an R.P. installed over the floor sink. 12.56" min. vent through the roof. buplex sump pumps min. 3" discharge required. remove the floor drain in the basement restroom and raise the foor sink 1" min. for pretreatment requirements.
Telephone call  10/6/2010 DONE
DetailsSam Zahorka
Spoke with Glen Walker the architect. Requested application #310 be filled out by the Engineer and emailed back to me prior to issuance.
Routing - PLAN CHECK9/17/2010 10/5/2010 PASS
DetailsSam Zahorka
1st review completed  10/5/2010 DONE
DetailsSam Zahorka
Plan resubmittals received  9/21/2010 DONE
DetailsSam Zahorka
Received structural calculations.
Application received 9/17/20109/17/2010 DONE
DetailsBarbara Stitt
GCB-Final3/10/20113/11/2011 A 
Details
FinalRyan @ ###-####