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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T10CM03371
Review Name: COMMERCIAL - TI
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
12/14/2010 | ROBERT SHERRY | WATER | REVIEW | Approved | |
12/15/2010 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET T1.0; PROJECT DATA: REMOVE THE REFERENCE TO THE 1996 ADAAG. 2. SHEET A2.1; ENLARGED FLOOR PLAN 3: THE HALLWAY 120 DOES NOT MEET THE CRITERIA FOR DEAD END CORRIDORS OF SECTION 1017.3 OF THE IBC. VERIFY. 3. SHEET A3.1; DETAILS A3, A4, A5, AND 10: FOR THE METAL STUD BRACING AT THE TOP OF THE WALLS, PROVIDE THE BRACING STUD SIZE AND QUANTITY/SIZE OF CONNECTORS TO THE WALL. PROVIDE FURTHER DETAIL AS TO HOW THE BRACING STUD CONNECTS TO THE ROOF STRUCTURE (PARALLEL AND PERPENDICULAR MEMBERS) ABOVE, INDICATING QUANTITY/SIZE OF CONNECTORS. 4. SHEET A3.1 (DETAILS A3, A4, A5, AND 10); SHEET S011 (DETAILS AT STEEL STUD ATTACHMENT TO ROOF): THE BRACING FOR INTERIOR STUD WALLS DIFFERS FROM SHEET A3.1 TO S011. COORDINATE. 5. SHEET A3.2; REAR WALL GRAB BAR FOR WATER CLOSET: PROVIDE A DETAIL FOR THE REAR WALL GRAB BAR AT THE WATER CLOSET PER ICC/ANSI A117.1-2003, FIGURE 604.5.2. 6. SHEET S401; DETAIL 105: PROVIDE THE CONNECTION FOR THE ANGLE 6X6X1/2 TO THE STEEL JOIST AND TO THE STEEL SIDE PLATE. 7. SHEET S401; DETAIL 105: PROVIDE THE CONNECTION FOR THE STEEL SIDE PLATES TO THE HSS 6X4X1/4 COLUMN. 8. SHEET ID1.0: THE MINIMUM LETTERING HEIGHT IS 3/32" PER THE CITY OF TUCSON STANDARDS. REVISE AS REQUIRED. 9. GENERAL: SPECIAL INSPECTIONS REQUIRE CERTIFIED INDIVIDUALS THAT ARE ON THE CITY OF TUCSON'S APPROVED LIST. MR. BIXLER IS NOT ON THIS LIST AT THIS TIME. FOR INFORMATION ON THIS ISSUE, CONTACT LEERAY HANLY AT 520-837-4906. 10. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
12/16/2010 | ERIC NEWCOMB | ZONING HC | REVIEW | Denied | 1. SEE BUILDING COMMENTS. |
12/16/2010 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. The submitted plumbing drawing set contains two versions of P1, P2, and P4. Submit only one version of each drawing. Reference: Section 103.2.3, UPC 2006. 2. Show how the temperature of the hot water supply to the public lavatories is controlled. Reference: Section 413.1, UPC 2006 and Section 504.3, IECC 2006. 3. Provide information to show that the shower and tub/shower control valves conform to the requirements of ASSE 1016. Reference: Section 418.0, UPC 2006. 4. The specified model (Eemax SP2412) for the instantaneous water heater, WH-3, is not capable of being set to limit the delivered water temperature. Provide an instantaneous water heater that is listed for controlling the water temperature or show how the temperature of the hot water supply to the public lavatoriy is to be controlled. Reference: Section 413.1, UPC 2006 and Section 504.3, IECC 2006. 5. The demand for a 275-fixture unit flush-valve system is 105 GPM, not 80 GPM. Reference: Chart A2, UPC 2006. 6. Provide cleanouts sized per Section 707.11, UPC 2006 (e.g. the women's dressing room and the men's showers). |
12/20/2010 | LEERAY HANLY | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
12/20/2010 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. The submitted mechanical drawing set contains two versions of M1 and M2. Submit only one version of each drawing. Reference: Section 106.3.1, IMC 2006. 2. Clarify the air balancing data with regard to the airflow capacities of the new and existing and new rooftop units. The Packaged H/P Schedule on M3, the schedule showing the OSA provided per unit on M3, and the mechanical plan on M1 show different capacities for HP-3, HP-4, HP-5, HP-6, HP-7, HP-8, and HP-9. Reference: Section 106.3.1, IMC 2006. 3. Keynote 13 on sheet M1 indicates 2,000 CFM of return for HP-2 and the schedule on M3, showing the OSA provided per unit, indicates only 1,000 CFM of outside air being taken in by the unit. From where is the remaining 1,000 CFM entering HP-2? Reference: Section 106.3.1, IMC 2006. |
12/22/2010 | CPIERCE1 | WWM | REVIEW | Needs Review |