Information based on query as of Thursday, July 18, 2024.
Permit Information
Permit NumberFIR08-00531
StatusFinaled
Name SHILO AUTOMATIC SPRINKLER CO
Site Address 8585 W OVERLAND RD
Project NameNew Hope Church
Customer Number 
ePlanReview 
Description
10/13/08 Revised FIR Work Scope: Dated 09/29/08 noted as Delta 2
Plans were resubmitted based on the field inspector’s comments. The revisions made are as follows.
As-built required revisions per the Inspectors comments and our conversation on 09/16/08. The
following changes have been made to the plans.
Item #1: The Reduced backflow assembly is a 4” Wilkins 375 not a 3” Colt 500 as shown on the
plans. This has been corrected on the plans.
Item #2: Plans have been corrected to show the 3” line above the 3” riser – not a 4” line.
Item #3: Nodes have been added to the riser detail.
Item #4: Pendent heads have been added to the soffit on the south wall of the Sanctuary and
included in Calc. area #2.
Item #5: Riser Nipple sizes have been added to pipe in gymnasium.
Item #6: Pipe sizes under the stage have been corrected to 1-1/4” piping, not 1-1/2”.
Item #7: Upright heads have been added off the drops in the soffit on the north end of the
Sanctuary.
Item #8: Upright heads have been added in the speaker boxes in the corners at the east side of the
Sanctuary.
Item #9: The piping in the Sanctuary has been sloped to better reflect the actual installation. Revised FIR Work Scope: Dated 09/03/08 noted as Delta 1 - Plans were resubmitted per review comments as required. In addition 9 SSU heads were added under the stage area due to construction modifications and field coordination.
FIR Work Scope: Beginning from a new 6” UG supply located in the riser room at the South East corner of the bldg. install a 3” riser with an antifreeze type system to serve through out the entire structure. The fire sprinkler system work shall comply with the IFC 2006, the attached review comments/conditions, as regulated by the Fire Chief. The review comments/conditions, permit and fire "Inspection Card" are required to be on site as a condition of this work, to provide witness of compliance verification of minimum code. This permit is attached to BLD08-00399.
Contact Information
See Activities list for contact information
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DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
INSP-Final Inspection2/17/20092/19/20092/19/2009APASS
DetailsTroy Cobbley
Permit finaled. Mike is following up on the expansion tank pre-charge.
INSP-Sprinkler Rough-in/Hydro1/2/20091/5/20091/6/2009APASS
DetailsTroy Cobbley
The rough-in inspection for the existing area passed the two systems still need to be tied together. The overhead hydro test passed. The sprinkler piping is ok to cover.
INSP-Final Inspection11/19/200811/20/200811/20/2008APART
DetailsForrest France
Foward flush, connections to fire alarm panel have been tested. One sprinkler head in mechanical room blocked by light fixture.Missing sign on riser room door. KR
INSP-Conference10/20/200810/20/200810/20/2008PPASS
DetailsTroy Cobbley
The remaining sprinkler piping in the sanctuary can be covered. The combustible concealed pockets have been filled with insulation.
INSP-Final Inspection10/17/200810/17/200810/17/2008PFAIL
DetailsTroy Cobbley
This project is not ready for a final yet. This inspection was only for a sprinkler rough-in. The sanctuary is ok to cover except for the north soffit. It did not have the insulation installed by the contractor yet.
INSP-Sprinkler Rough-in10/2/200810/3/200810/3/2008APART
DetailsTroy Cobbley
I met John, the job superintendant, on site and gave the approval to cover the main east/west corridor. One upright sprinkler head still has not be centered as per the correction notice. John stated that he would leave an access for me to check this head later. He stated that the fire sprinkler contractor had contacted the city plan review and that they were waiting plans. I looked it up on the computer and could find no record of a resubmittal. John was going to followup with Shilo. The Sanctuary is not approved for cover.
INSP-Sprinkler Rough-in/Hydro9/17/20089/17/20089/18/2008PPASS
DetailsTroy Cobbley
The overhead hydro test passed.
INSP-Sprinkler Rough-in9/12/20089/15/20089/15/2008PFAIL
DetailsTroy Cobbley
See the city approved plans for the locations of the deficiencies. They include flat faced bushings used in multiple locations which are not allowed per NFPA 13, sprinkler piping installed as 1" instead of the 1 1/4" as shown on the plans in the Sanctuary remote area, 11/4" piping installed where 1 1/2" piping is shown on the plans under the platform in the Sanctuary, the upright sprinkler heads located in the flat truss locations need to be centered in the truss space or aligned with the trusses as per NFPA 13, two upright sprinkler heads in the kitchen area are located too close to one another, the wron backflow preventor has been installed and 3" piping has been installed from the backflow preventor to the FDC tie in but the plans show 4", the riser detail shows 4" piping above the redi riser but 3" has been installed.
INSP-Sprinkler Rough-in9/5/20089/8/20089/8/2008AFAIL
DetailsTroy Cobbley
The inspection started and ended in the Sanctuary. The piping in the remote area is shown as 2" on the city approved plans. As installed the piping appears to be 1 1/4" or 1 1/2". Plans need to be resubmitted or the approved sized piping needs to be installed. I looked at the hydraulic calculations to verify actual pipe size but node points are missing on the plans and center to center lengths do not match. Similiarly a branchline on the north side of the building is shown to go from 1 1/4" in size to 1 1/2" then back to 1 1/4". I did not verify if it had been installed that way yet. Also lag bolts have been used to attach the earthquake braces to the structure which is not allowed per NFPA 13. From the floor it does not appear that the side sammy's supporting the main piping have not been mounted the required 3" minimum distance from the bottom of the cord. Also sprinkler protection is required in the area where the speakers will be mounted. The inspection was stopped at this point until all pipe sizing is verified and the earthquake bracing/hangers are addressed.