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Permit Number: C11-1609
Permit Type: Commercial Building Permit - None BldgAlter
Address: E 800 DIMOND BLVD Anchorage
Location:
Work Description: 1,998 sq ft add'n & T/I / tb **9/28/2012 (10) additional inspections paid**tb
Status: Closed
Project Name: OLIVE GARDEN
Review Type: Plumbing
Result: Correction
Result Date: 8/5/2011 10:43:00 AM

Comments:

 Code SectionReview CommentStatus



Advisory Information:

 

Reviewed by: Bergstrom, Leigh W.                                             Permit #: C11-1609

Phone: 343-8326                                                                           Date: 8/5/2011

Fax: 249-7615

Email: BergstromLW@muni.org

Permit Manager: Tony Barganier

Phone: 343-8339

Email: BarganierTA@muni.org

Project: OLIVE GARDEN

Review Number: 280129

 

1) STATUS:   8-5-11 Comments to be addressed.

 

2) The following comments based upon the 2006 Uniform Plumbing Code must be resolved before a permit is issued. The approval of plans and specifications does not permit the violation of any section of the Uniform Plumbing Code or any federal, state or local regulations.

 

3) P-2.1 & P-4.1           The 3-compartment sink requires a center waste outlet (UPC 1001.2) with vented P-trap (1014.1.1).

 

4) P-2.1 Note "M"          Does the grease trap (GT-1) have a built in flow control per UPC 1014.2.1 exception?

 

5) P-2.1                The two cook line trough drains (#44) and the one adjacent to the 3-compartment sink (#33) have 3" trap arms exceeding the maximum 6 feet allowed per UPC Table 10-1.

 

6) P-2.1                 The 2" FS-1 serving B11, B12 & B14 has a trap arm exceed the maximum 5 feet allowed per Table 10-1.

 

7) P-2.1                 Storm drainage piping exiting a building footprint is required to have a cleanout within 2 feet of the building exterior. (UPC 1101.12.1 and local amendment to 719.1)

 

8) P-2.1                All vertical rainleaders are required to have a cleanout prior to dropping below grade and connecting to the horizontal drains. (UPC 1101.12.2)

 

9) P-2.1                The cast iron waste piping serving the floor sinks at the beer and soda dispensers is not compatable with the byproducts being disposed at those locations. (Ref. 107 (2 ea), B14 and B9) Two adjacent trough drains might also be considered.

 

10) P-2.1               Please clarify Plan Note "J" adjacent to the dishwashing area.

 

11) P-2.1 & P-4.1               The dish machine (#96) should discharge to a floor sink. (UPC 805.0).

 

12) P-2.4               Note "A" to the fireplace connection appears to be incorrect.

 

13) P-2.4               It appears that Note "B" should reference 1" pipe.

 

14) P-2.4               Please clarify the location for Plan Note "N".

 

15) P-3.1               The 3/4" 2 PSI gas branch serving MUA-1 (935 MBH @ 150 feet) appears to be undersized per Table 12-9.

 

16) P-4.1               Storm drainage is required to be totally separate from the waste and vent system per 1104.3. (Ref. the North West area of the isometric drawing).

 

17) P-4.2               Mechanical water hammer arrestors are required to be sized and located per UPC 609.10 plus local amendment.

 

18) PS-1 Section 15020.2.14                 "Air Chambers" are no longer permitted. Only mechanical water hammer arrestors are permitted. (UPC 609.10 plus local amendment)

 

19) When the above comments have been addressed please update the plans at the MOA Plans Review Office with three sets of revised plumbing pages to include clouded changes, engineers stamp and signature.

 

   

 

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