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Permit Review Detail
Review Status: Completed
Review Details: REVISION
Permit Number - T04CM03295
Review Name: REVISION
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
06/08/2005 | GERRY KOZIOL | WWM | REVIEW | Approved | |
06/10/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
06/13/2005 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide information to show that the specified water closets are capable of operating with a minimum pressure less than 15 PSI. Revise the pipe sizing as required. Reference Section 608.1, UPC 1994. 2. The specified main water supply pipe (1-1/4") is too small to serve the calculated demand with a maximum velocity of 8 FPS. Similarly, 1" PEX can handle a maximum demand of only 14.6 GPM (approximately 21 fixture units) at 8 FPS. Reference Section A 6.1, UPC 1994, Section 610.0, IAPMO IS 3-93, and Section 610.1, IAPMO IS 8-92 3. Revise the drainage of the fixtures located above the rim elevation of the next upstream manhole to not discharge through the backwater valve. Reference Section 710.1, UPC 1994. 4. Comment not addressed. Substitution of alternate piping materials (Plumbing Notes #4) will require the submittal of a revision to the approved plans. Reference Section 301.1.1, UPC 1994. |
07/06/2005 | CHRISTY FOREMAN | BUILDING-COMMERCIAL | REVIEW | Approved | 1) Provide notes to framing plan addressing Structural Engineers comments to provide double studs at king studs and between windows per page 11 structural calculations at living room tall wall. |
07/07/2005 | MICHAEL ST. PAUL | ZONING | REVIEW | Needs Review | An approved Development Plan is required. |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
---|---|---|---|
07/13/2005 | KMEDINA1 | OUT TO CUSTOMER | Completed |