Information based on query as of Monday, July 1, 2024.
Permit Information
Permit NumberBLD98-02929
StatusExpired
Name SEAN CAFFERTY
Site Address 3216 CRESCENT RIM DR
Project Name 
Customer Number 
ePlanReviewNo
Description
To construct seperate additions to single family dwelling. 230 sq. ft. one story study at east side of existing structure and a 885 sq. ft. one story great room/kitchen with a 885 sq. ft. basement at west side per approved plans. Basement area will meet the natural light requirements. (1994 UBC Section 1203.2) Scope of work to include remodel of existing home. Detached garage/2nd level guest room not to be constructed at this time. Seperate permit will be required when project begins. SEE ATTACHED CONDITION LIST FOR ADDITIONAL REQUIREMENTS. djo
Contact Information
See Activities list for contact information
Show All Activities
DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
INSP - Final8/30/19999/3/19999/3/1999PFAIL
Details
09/03/99 338 - OTH-OTHER AGENCIES NOT APPROVED
INSP - Final9/3/19999/3/19999/3/1999PPART
DetailsJim Storey
09/03/99 301 - ok to occupy house
INSP - Energy code compliance3/25/19993/29/19993/29/1999PPART
Details
03/29/99 338 - made ok to start cover
INSP - Framing/Rough-in3/25/19993/26/19993/25/1999A
Details
###-#### V PGR//FOAMING & CAULKING LATE AM
INSP - Framing/Rough-in3/24/19993/25/19993/25/1999APART
DetailsJim Storey
03/25/99 301 - need air infiltration and plan review fo egress window re
INSP - Foundation1/4/19991/4/19991/4/1999PPART
DetailsCarl Dependahl
sear cafferty -needed at ft-should not have been fr-needed today? ###-#### voice pager #...east side, ftgs poured, says he took photos
INSP - Framing/Rough-in1/4/19991/4/19991/4/1999PFAIL
DetailsCarl Dependahl
sheer wall Sean Cafferty voice pager ###-####-for foundation insp frame not completed at either portion of job, discussed procedure w/ carprnter, no c/n (yet). 301 area.
INSP - Foundation12/18/199812/18/199812/18/1998PPASS
Details
12/18/98 333 - FTG -OK FOOTING
INSP - Foundation10/19/199810/20/199810/20/1998AFAIL
DetailsJim Storey
10/20/98 301 - robert- ###-####-fd insp spec 4000 psi concrete, contractor to supply recalulation to 2500 psi by or engineer of record. 3500 psi ordered and on site. rebar in place and ok, hold down bolts ok
INSP - Foundation10/7/199810/8/199810/8/1998AFAIL
DetailsRuss Owen
10/08/98 407 - poured before inspection,contractor states he has in plac footing as called out on plans.