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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T03CM05410
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/17/2003 | GERRY KOZIOL | WWM | REVIEW | Denied | Need to show location/method of connection to public sewer. May need to build on-site private sewer for Eastpoint Commercial Center (with DEQ review/approval). Need copy of on-site private sewer - manhole or tap permit? |
| 11/25/2003 | Robert Sherry | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide complete energy code compliance calculations for the building envelope. Reference Section 101.2, International Energy Conservation Code 1998. 2. Provide smoke detectors in the return air duct, upstream of any outside air connections, for all air distribution systems with a capacity greater than 2,000 CFM. Reference Section 606.1, IMC. 3. Provide calculations demonstrating adequate ventilation. Reference Section 403, IMC 2000. Spaces with different ventilation requirements but served by a common ventilation system shall also conform to the requirements of Section 403.3.2, IMC 2000. 4. Provide information to show how the condensate drain system has been sized. Reference Section 307.2.2, IMC 2000. |
| 11/25/2003 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide site drawing showing the size and route of the building water supply along with the location and size of both the water meter and the reduced pressure backflow preventer assembly. Reference Section 103.2.3, UPC 1994. 2. Provide site drawing showing the size and route of the building drain. Reference Section 103.2.3, UPC 1994. 3. Provide rim elevation of next upstream sanitary manhole and first floor elevation. Determine need for backwater valve per Section 710.1, UPC 1994. 4. One of the specified fixtures (Crane model 3816 water closet) requires a minimum pressure greater than the 15 PSI used in the water pipe sizing calculations. Revise calculations as necessary. Reference Section 608.1, UPC 1994. 5. Revise the water pressure calculations to include the pressure drop due to the reduced pressure backflow preventer. Reference Section 610.2, UPC 1994. 6. Termination of the excess pressure relief from the water heater over a service sink is not approved location. Reference Section 608.5, UPC 1994. 7. Clarify the number of hose bibbs used in this project; two are shown on the plans but four are included in the water fixture unit calculations. Reference Section 103.2.3, UPC 1994. 8. Revise the pipe sizing chart (sizes 1-1/4" and greater) to limit the water velocity to 8 FPM. Reference Section A6.1, UPC 1994. 9. Keynote 6 on sheet P1.1 references a 5" RDL and ODL. Where does this occur on the drawing? Reference Section 103.2.3, UPC 1994. |
| 11/25/2003 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 12/03/2003 | PATRICIA GEHLEN | ZONING | REVIEW | Denied | Zoning 12/3/2003 Building plans may not be reviewed and approved until copies of the stamped approved development plan and landscape plan are included in each set of the building plans |
| 12/05/2003 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Denied | TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL. PLEASE CALL AT 791-5550 X1106 OR EMAIL AT LBUCZYN1@CI.TUCSON.AZ.US IF YOU CARE TO DISCUSS. 1. Provide structural calculations for the poles and foundations, by a Registered Engineer. This is a requirement for poles exceeding 20'. 2. Interior and exterior lighting controls shall comply with Section 705 of the 1988 IECC. 3. Please provide Interior Lighting Power calculations according to the 1988 IECC Section 705.4. 4. Tucson Electric Power available fault current for 120/208V 400A pad mount X'FMR service is normally 27,800A, according to the 2003 Edition of the Electric Service Requirements. Please verify 22,000 AFC. |
| 12/09/2003 | RAUL PALMA | BUILDING-COMMERCIAL | REVIEW | Denied | City of Tucson, Development Services BUILDING AND STRUCTURAL COMMENTS 1) Floor Plan -What do the key no.`s 26, 27, 28, and 29 refer to? 2) Provide a CMU wall schedule showing the wall reinforcement. 3) Re: to Lintel Schedule, L3 shows a 64"deep beam, where is this in the design? 4) Sheet C.15 shows ½" dia. Anchor bolts @ 6' o. c. Where is this on plans? 5) Sheet E.12 use formula on the IBC 2000, section 1805.7.2.1 for the depth of the pole footing. 6) Sheets C8-C10 shows seismic zone 2. The lateral analysis shall be per the IBC 2000, which does not use zones. Clarify! |
| 12/10/2003 | JIM EGAN | FIRE | REVIEW | Approv-Cond | 1. Plans for fire sprinkler installation shall be submitted by an Arizona licensed fire sprinkler contractor. Submittal shall be 3 sets of plans and 3 sets of hydraulic calculations. 2. Water supply information on Sheets FP1 and FP2 is incorrect. Contact TFD Systems Design (520) 791-3234 for correct information. |
| 12/11/2003 | LOREN MAKUS | ENGINEERING | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/18/2003 | DELMA ROBEY | OUT TO CUSTOMER | Completed |