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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T02CM00637
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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01/23/2003 | 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. Sheet E2.1 1. Circuit P1-25,27 on plan view for AC-2. On panel schedule is listed as P1-27,29. Please clarify. 2. Two receptacles within 20' of pool on Circuits P4-40,42 and P2-7. Please clarify that they are both GFCI protected per NEC 680-6 (a) (3). There is only one GFCI designation for two receptacles. 3. There is an EF-2 on the electrical plan, but none identified on the Mechanical Schedule. The circuit appears to be loaded for EF-2. Please clarify. 4. P3 is on MCC2-7 on Power Plan, but on MCC2-5 on Line Diagram. 5. P4 is on MCC2-5 on Power Plan, but on MCC2-7 on Line Diagram. 6. Please add the following note on this sheet: "Overload and ground fault and short circuit protection shall be sized per manufacturer's recommendations. See Specifications Section 16482." 7. Could not find the location of Panel P4 on Power Plan. 8. Apparently there is no power for B-1. The Mechanical Schedule depicts this equipment as taking 48 and 105 watts, and the Specifications 15500-5 2.01 B 3 a call for "electrically ignited pilot" and "electric gas valve operator". Sheet E4.0 1. Provide conduit and wire sizes from L2 to MCC2. 2. Provide conduit and wire sizes from L1 to T1. 3. Conduit from MCCPOOL EQUIPMENT to L1 appears to be undersized. Table C8 indicates that 1 ΒΌ" RS takes a maximum of 4 #2 THW conductors, and this conduit also has an equipment ground. Please clarify. 4. Show ground fault protection for equipment per NEC 230-95. 5. Panel L1 Short Circuit Current has been calculated as 23,703, yet the panel is braced for 14,000. Please clarify. 6. Panel L2 Short Circuit Current has been calculated as 21,442, yet the panel is braced for 14,000. Please clarify. Sheet E4.1 1. Please clarify on panel schedule the load on P4-40,42. Sheet E5.0 1. Please provide calculations for lighting poles. Any pole over 20' high needs Structural review. Call Doug Laasko at 791-5550 x1111 if you have any questions. SECTION 16450 SECONDARY GROUNDING 1. Please make it explicit that bonding per NEC 680-22 is required, and make reference to this at an appropriate place in the plans. If this is addressed in another Division please provide cross-reference. 2. Same as Comment #1 directly above regarding the bonding of the Surge Suppression System. See NEC 250-106. |
01/23/2003 | PATRICIA GEHLEN | ZONING | REVIEW | Denied | Zoning 1/23/2003 Copies of the approved site and landscape plans must be included in the submittal package prior to review and approval. The approved plans in the package are for a parking lot, not buildings and the plans have expired. |
02/05/2003 | MARTIN HAEBERLE | BUILDING-COMMERCIAL | REVIEW | Denied | 1. Please qualify use of exposure b in structural analysis. Reference section 1609.4 IBC 2. Provide structural analysis for the pools. 3. Therapy Pool building does not indicate additional roof load of proposed solar panels. Please clarify 4. Please be more specific on structural analysis of pool equipment buildings. 5. Proposed occupancies are not conducive with uses. Reference sections 303.1, 307, and 311.1 IBC. Note: Include future canopy and hazardous material amounts in code analysis. 6. Provide complete allowable area calculations. 7. All exit doors from assembly areas to be provided with panic hardware. Note: Specifications do not address all exit doors and gates. 8. All doors and windows adjacent to the pool are required to meet the barrier requirements of the Spa/ Pool code. Revise plans. 9. Plans indicate design for the base of the tensile structure only. Please clarify scope of work. 10. The required number of water closets is not calculated as per Table 2902.1 IBC. Revise plans to include the required number of water closets. 11. Roll in type shower required to have grab bars on three walls. Reference section 608.3.2 ANSI A117.1 98 edition. Revise plans 12. Provide special inspection agreement for required special inspections |
02/05/2003 | MARTIN HAEBERLE | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Backwash line discharges below the waterline of the lake. Provide flow and volume calculations for proposed backwash. 2. Backwash air-gap detailed on pool plans differs from plumbing plans. Please clarify 3. Backwater valve required for building sewer. Reference section 710.4 UPC. Show on plans and provide detail of masonry pit. 4. Provide location and size of backflow preventers for the irrigation system on plans 5. Building sewer to be designed to the UPC/ State Plumbing Code. Revise notes. 6. Provide complete isometric for waste/vent. Include required clean-outs not shown on plumbing floor plan. |
02/05/2003 | MARTIN HAEBERLE | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Indicate on plan size and how outside air is to be achieved. Include details |
02/05/2003 | MARTIN HAEBERLE | WATER | REVIEW | Approved | |
02/21/2003 | GERRY KOZIOL | WWM | REVIEW | Approved | |
12/11/2002 | JIM EGAN | FIRE | REVIEW | Approved | |
12/11/2002 | DOUG WILLIAMS | FLOODPLAIN | REVIEW | Approved |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
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02/24/2003 | TAMI ACHONG | OUT TO CUSTOMER | Completed |