Information based on query as of Tuesday, July 23, 2024.
Permit Information
Permit NumberBLD19-03422
StatusIssued
Name RECORD STEEL AND CONSTRUCTION INC
Site Address 11818 W JOPLIN RD
Project NameWest Boise WRF - Pump Building
Customer Number 
ePlanReviewYes
Description
(PWE-849 WEST BOISE WATER RENEWAL FACILITY (WBWRF) – CHEMICAL STORAGE AND DISTRIBUTION) This building does not have a fire sprinkler system. To construct a 203 square foot pump building, a 560 square foot exterior concrete slab to function as a chemical truck fill pad, and a 665 square foot concrete secondary containment vault for 3 chemical tanks (10 feet diameter by 13 feet tall) all to be used for chemical dosing at a waste water treatment facility. Work is to include concrete footings, concrete foundations, concrete retaining walls, concrete slabs on grade, concrete tank pads, steel grating, secondary containment access ladder, trenches for below grade pipes and conduits, steel wall brackets to support pipes, pipe pollards, and chemical pumps. The pump building has wood stud exterior walls, exterior shear walls, steel siding, an exterior door, an exterior horizontal sliding window, wood trussed roof, wood roof deck, and steel roofing. Special Inspection is required for soils, concrete, and for anchors post-installed in hardened concrete. An interior three compartment sink, an interior emergency eye/face wash and drench shower, and two exterior emergency eye/face wash and drench showers will be installed. The work is required to comply with the approved drawings, with the structural design, with the plan review report, and with all applicable codes and ordinances. **CJW**
Contact Information
See Activities list for contact information
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DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
BLD-Energy code compliance5/3/20205/4/20205/4/2020PPASS
DetailsTell Riley
Phone #: ###-#### Inspection requested via web by John Cloninger//insulation ok per notes on plans//
BLD-Framing/Rough-in3/26/20203/26/20203/26/2020APASS
DetailsTell Riley
Prints are on the wall next to the window inside the structure. Plumbing inspection sticker is on the window.
All mechanical and electrical will be surface mounted and inspected after the inside surface is covered. Phone #: ###-#### Inspection requested via web by John Cloninger//RFI provided//shear ok//framing ok//ok to insulate//
BLD-Framing/Rough-in3/24/20203/25/20203/25/2020ANR
DetailsTell Riley
Complete wall bracing inspection - The hold downs are replaced with epoxy set studs.
Inspect building so we can place insulation Phone #: ###-#### Inspection requested via web by John Cloninger/need trades inspections, truss engineering, approved plans onsite//
BLD-Wall Bracing3/24/20203/25/20203/25/2020APEND
DetailsTell Riley
Complete wall bracing inspection - The hold downs are replaced with epoxy set studs Phone #: ###-#### Inspection requested via web by John Cloninger//need engineers approval for alternate locations of hold downs//
BLD-Wall Bracing2/20/20202/21/20202/21/2020PNR
DetailsTell Riley
Phone #: ###-#### Inspection requested via web by John Cloninger//need to nails with 8d nails per plans//provide engineers approval of wedge type anchors for hold downs in place of cast in place anchors//block all edges//will call for shear nailing//
BLD-Wall Bracing2/19/20202/20/20202/20/2020PCANC
DetailsTell Riley
Shear inspection for the building Phone #: ###-#### >> Inspection requested via web by John Cloninger Inspection cancelled from web by: John Cloninger
BLD-Concrete1/27/20201/30/20201/30/2020APASS
DetailsJim Storey
MTI is scheduled to inspect the rebar at 9:30 am followed by a 3 cy pour at 10 am. This pour is for the small SOG inside the building. Phone #: ###-#### Inspection requested via web by John Cloninger si on site pending reports.
BLD-Foundation1/27/20201/27/20201/27/2020PDEFR
DetailsTell Riley
Footer inspection Phone #: ###-#### Inspection requested via web by John Cloninger//defer to specials//
BLD-Foundation1/21/20201/21/20201/21/2020APART
DetailsTell Riley
We are pouring the two short return walls and the building face of the utility trench in the future building. Nothing too structural. The pour is scheduled for 11 am with MTI and and RSCI quality control both present. Phone #: ###-#### Inspection requested via web by John Cloninger//rebar clearances ok//Sill plate anchors preset in wall on exterior side//ok pending all specials//
BLD-Concrete1/15/20201/16/20201/16/2020APART
DetailsTell Riley
Rusinr Phone #: ###-####//specials onsite//ok to pour when temps meet engineers specs--heaters onsite//pendinng specials//
BLD-Footing1/10/20201/13/20201/13/2020ADEFR
DetailsTell Riley
rebar- rues Phone #: ###-####//defer to specials, they will be onsite for rebar, formwork and concrete//
BLD-Footing1/8/20201/8/20201/8/2020PPART
DetailsTell Riley
I (John Cloninger) will be out of town. Rusmir Civic will be the onsite contact - his number is listed above. The 10 am pour will include the east wall and the north wall. If weather permits the slab on grade for the tank bases will also be poured. If there is any trouble my number is ###-####. Phone #: ###-#### Inspection requested via web by John Cloninger//prior footing inspection ok pending specials on 12/30/2019//today wall and slab ok pending specials on rebar, forms, and concrete specials//