Information based on query as of Sunday, June 30, 2024.
Permit Information
Permit NumberBLD02-00400
StatusFinaled
Name PETE JAVORSKY
Site Address 315 S HILTON ST
Project Name 
Customer Number 
ePlanReviewNo
Description
To demolish an existing single family dwelling and construct a new 1724s.f. 2-story single family dwelling with 916s.f. on the main level; 472s.f. on the upper level; the unfinished basement of 336s.f. is counted as remodeled existing floor space. this area is now to have 7'-6" ceiling height and 10% natural light per UBC 1203.2. All per the approved plans as marked and attached conditions. PC#094 pep
Contact Information
See Activities list for contact information
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DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
BLD-Final12/30/200212/30/200212/30/2002PPASS
DetailsTom Arcoraci
###-#### PETE
BLD-Final12/20/200212/23/200212/23/2002PFAIL
DetailsTom Arcoraci
###-#### pete handrails inside house do noy comply and needs egress window in basement per plan 12/23/2002 3:59:50 PM
BLD-Conference10/24/200210/25/200210/25/2002APASS
###-#### pete please call 1st(handrails) Talked... Stairs Etc.

10/25/2002 10:42:14 AM 10/25/2002 10:42:59 AM
BLD-Energy code compliance8/8/20028/8/20028/8/2002PPASS
DetailsJim Storey
c/n on trusses repaired and insulation ok for cover.
BLD-Final8/7/20028/8/20028/8/2002PCANC
DetailsJim Storey
PETE ###-####
BLD-Framing/Rough-in8/6/20028/6/20028/6/2002PPART
DetailsTom Arcoraci
###-#### pete air seal ok check framing corrections at ec insp 8/6/2002 4:00:48 PM
BLD-Framing/Rough-in8/5/20028/5/20028/5/2002PFAIL
DetailsJim Storey
###-#### pete ###-#### pete bearing points for trusses east/ south end need engineering to justify/continous studs to bearing/ boise city engery code selants. 8/5/2002 4:49:57 PM
BLD-Foundation4/25/20024/25/20024/25/2002PPART
DetailsRuss Owen
###-#### PETE. Work in progress. vertical epoxied, horz rebar under hds, note told them to adjust hds as nessasary for shear walls. Note: This is a foundation left from burned house, The project should have been required to have a structural engineer to reveiw, and detail design. IE: concrete strength and connections at caped areas, connection to existing etc. But this was not required and work is being done as directed by our plan review division. 4/25/2002 3:35:00 PM
BLD-Foundation4/24/20024/24/20024/24/2002PFAIL
DetailsRuss Owen
###-#### Need to epoxy the rebar that is shown on the plans for existing to new concrete, also around the tall walls the plans show only 2 horiz bars and they have not been spaced appart the top bar is far from the top of wall,Due to the inadequate unscaled foundation plan designed by our office. Contractor and builder advised to correct these items. No c/n posted. 4/24/2002 3:59:38 PM
BLD-Foundation4/10/20024/12/20024/12/2002PNR
DetailsTom Arcoraci
BLD-Foundation4/10/20024/11/20024/11/2002PPART
DetailsTom Arcoraci
###-#### pete wip 4/11/2002 2:11:05 PM