Case Summary (BLD) | | | 4/16/2009 | | |
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Second Notice BLD | 4/26/2005 | 4/26/2005 | 4/26/2005 | | DONE |
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First Notice has not been responded to.
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First Notice Sent | | 7/6/2004 | 4/26/2005 | | DONE |
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DOC - Permit Finaled | 7/6/2004 | 7/6/2004 | 7/6/2004 | P | PASS |
Jim Sly
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Finaled by inspector at 7/6/2004 11:39:35 AM
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BLD-Other | 6/30/2004 | 7/6/2004 | 7/6/2004 | A | PASS |
Jim Sly
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Scheduled by a contractor via Hello! on 6/30/2004 at 2:21:04 PM. Contact: ###-####. C/C issued. 7/6/2004 11:39:28 AM
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FIRE-Final Inspection | 5/19/2004 | 5/19/2004 | 5/19/2004 | P | PASS |
Troy Cobbley
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fire life safety finaled 5/19/2004 3:09:27 PM
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FIRE-Final Inspection | 4/22/2004 | 4/22/2004 | 4/22/2004 | P | FAIL |
Troy Cobbley
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Provide maximum storage height designation of 18' for the racks. Provide transverse flu space of 6" per review notes
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FIRE-Final Inspection | 9/30/2003 | 9/30/2003 | 9/30/2003 | P | PASS |
Rick Jackson
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BLD-Other | 9/4/2003 | 9/5/2003 | 9/5/2003 | A | NR |
Jim Sly
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Scheduled by a contractor via Hello! on 9/4/2003 at 8:00:13 AM. Contact: ###-####. Need Electr final if applicable....Need fire approval prior to calling for struct insp.....Notified Contractor/owner. 9/5/2003 12:06:54 PM
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Issue PAID IN FULL permit | | | 8/1/2003 | | DONE |
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Plan assigned to (DRS) | 6/5/2003 | | 7/22/2003 | | PASS |
Dan Stuart
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7/22/2003 15:05:20 DRS - activity updated through activity BLDA022 from case BLD03-01289.
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Routing - PLAN CHECK | 7/21/2003 | | 7/22/2003 | | PASS |
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Approved as noted on plans, permits & attached engineering & ER #4627 for Hilti Kwik Bolt II anchors and attached plan review reports of fire and plan review divisions..
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PLANS/APPL TAKEN TO FRONT DESK | | | 7/22/2003 | | PASS |
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To permit desk for issue.
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Inspection Record Card- Bld | | | 7/22/2003 | | DONE |
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Telephone call | | | 7/22/2003 | | DONE |
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permit ready and fees due
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Routing - FIRE | 7/17/2003 | | 7/21/2003 | | PASS |
Bill Alexander
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Routing - PLAN CHECK | 6/27/2003 | | 7/17/2003 | | PEND |
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Received response from structural engineer concerning racking. Engineer stated that engineering package #02-0476A using 1/4" long-thread style Hilti Kwik Bolt II x 1-1/8" embedment were for max. 12 foot high rack systems and package #02-0539A was for racks greater than 12' to 16' maximum using 3/8" Hilti Kwik Bolt II x 2-1/2" embedment with storage height maximum of 18' above finish floor based on fire supression design data. Inserted information recieved into plans and routed back to fire code analyst for re-review.
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Plan resubmittals received | | | 7/16/2003 | | DONE |
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received three sets of structural correction for SCP Global with 5 sheets of light duty storage fixture details and taken to Dan
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Routing - PLAN CHECK | 7/16/2003 | | 7/16/2003 | | PEND |
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Received engineers explanation, clarification & engineering calcs. Made notes on plan sheets per the engineers clarification that design package 02-0476A was applicable for rack design upto 12' maximum. as the architectural plans show only 16 foot hight for racks engineering package 03-0539A would be the applicable design package to use for all racks.Routing to fire code analys for re-review.
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Telephone call | | | 6/30/2003 | | DONE |
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RETURNED PHONE CALL TO BEN HILL. NO NEED TO SUBMIT NEW SHEETS T1.0 & A5 TO CHANGE DIMENSIONS FROM 20 FEET TO 18 FEET MAXIMUN STORAGE HEIGHT, 2 FEET ABOVE THE RACK HEIGHT INSTEAD OF 4 FEET. THIS HEIGHT MATCHES THE SPRINKLER SYSTEM DESIGN DATA INFORMATION PROVIDED BY SHILO AUTOMATIC SPRINKLER SYSTEMS TO PROVIDE HIGH PILE CLASS IV COMMODITIES PROTECTION. i WILL NOTE CHANGE ON PLAN SHEETS & CLOUD FOR CHANGES. HEIGHT WILL BE VERIFIED IN FIELS AND IS RECORDED IN DESIGN DATA SUBMITTED TO FIRE AND AS MODIFIED ON PLANS BY ME. WAITING FOR DESIGN ENGINEERS ANALYSIS WHERE HE HAD NOTED 12' RACK HEIGHT FOR 6 FOOT SECTIONS AND A HILTI CONNECTION NOT APPROVED FOR RESISTANCE OF SEISMIC LOADS PER ER REPORT.
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Routing - FIRE | 6/26/2003 | | 6/27/2003 | | FAIL |
Bill Alexander
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Plan "Key Notes" and displayed rack height information do not correlate on the plans or in the calcs.
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Plan Review Completed(1st rev) | | | 6/27/2003 | | DONE |
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Plan resubmittals requested | | | 6/26/2003 | | FAIL |
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Based on engineers reference to ER-4427 for Hilti Kwik Bolt II for attachment of the racking to the floor and discrepencies between the report and a detail for 1/4" anchor bolts at 1-1/8" embedment not being acceptable to resisit seismic lateral loads I ask the engineer to review his design details. I faxed a copy of the request to Sal E. Fateen, Seizmic Material Handling Engineering and Ben Hill, Arrow Rock Architects. Also ask for clarification of design hieght of 12 feet for the 6 foot rack sections versus the architects call out for 16 foot height racks with storage to 20 feet to make sure which is right and that proper design consideration is given if greater height is used.
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Telephone call | | | 6/26/2003 | | DONE |
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Called Ben Hill architect, to verify the height of the racks to be installed. the 16' dimension on the front of p[lans was written over with 20'. Ben said the racks were to be 16 feet as he understood with storage height to 20 feet. I told him that in checking with fire code analyst, plans for the fire supression system modifications and a list of hte Class IV commodities have been submitted to Bill Alexander, sprinkler system plans reviewer.
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Routing - PLAN CHECK | 6/5/2003 | | 6/26/2003 | | FAIL |
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Resubmittals required on engineering and actual rack height & storage limits of design. Routing to fire code analys for review of high pile storage & sprinkler system coverage for declared Class IV commodities with storage to 20'.
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Plans ACCEPTED BY PLAN TECH | | | 6/5/2003 | | DONE |
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Application received | | | 6/3/2003 | | |
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Recd Pcfee & Taken To Pln CK | | | 6/3/2003 | | DONE |
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Fee Review-notes | 6/3/2003 | 6/3/2003 | | | |
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