Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T11CM03962
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/05/2012 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 01/09/2012 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Denied | GENERAL 1. The size of lettering used for the drawing index provided on each of the construction drawings does not meet COT standards of 3/32" minimum for both upper and lower case lettering. Please revise and resubmit. SHEET G0.0 1. Please provide an accurate square footage analysis as listed below: EXISTING: _______________ ADDITION: ______________ __________________________ TOTAL a. Please include all enclosed and conditioned breezeways as added square footage. 2. As per Chapter 34 of the 2006 IBC, Existing Structures, Section 3403.1: "Additions or alterations to any building or structure shall comply with the requirements of the code for new construction. Additions or alterations shall not be made to an existing building or structure that will cause the existing building or structure to be in violation of any provisions of this code." a. Therefore, Section 1107.5.2, Group I-2 is applicable. Please provide a project analysis listing all the Type "A" and "B" dwelling units provided in this project. Please identify their locations on the floor plan SHEET NOS. C1.1, A1.1 AND LS1.1 3. For detail nos. A1/C1.1, A4/A1.1 and A1/LS 1.1, please clarify and coordinate all exterior walkways and accessible routes as required by code and call out all slopes as required by Section 403.3. SHEET C1.1 4. At the large scale accessible parking detail D1, please show accessible route and access from the aisle to the accessible route and the second accessible parking space as peer detail A1. 5. Please provide an accessible route to the Fairmount Street right of way to the accessible parking and accessible entrance. 6. A containment area located in the front of the building being defined as a Refuge Area does not comply with the 2006 IBC, Section 1024.6 Access to a public way. "The exit discharge shall provide a direct and unobstructed access to a public way. Exception: Where access to a public way cannot be provided, a safe dispersal area shall be provided where all of the following are met: 1. The area shall be of a size to accommodate at least 5 square feet (0.28 m2) for each person. 2. The area shall be located on the same lot at least 50 feet (15 240 mm) away from the building requiring egress. 3. The area shall be permanently maintained and identified as a safe dispersal area. 4. The area shall be provided with a safe and unobstructed path of travel from the building." a. If there is an emergency exit at the rear property through the electronic controlled gate, that provides access to the Rook Street public right of way, why is the Safe Dispersal area at the front required? SHEET A1.1 7. Please provide code analysis for all required fire and smoke partitions. 8. Please indicate on floor plan the different partition types as per the "Partition Schedule (W)" provided on this sheet. 9. Please provide a large scale detail of all the interior ramps showing all accessibility requirements as per ICC/ANSI 117.1, Sections 405, and 505; i.e. dimensions, slopes, handrails, landing and clearances. a. Please provide a handrail elevation showing compliance with ICC/ANSI 117.1, Section 405 and 505. 10. At detail A4, a. Please identify the required exits and show the number of occupants exiting at each exit. b. If all the required exits are located at the front of the building as proposed by the A4 plan, the common path of travel required for both sleeping unit building wings are in excess of what is allow by the 2006 IBC, Section 1014.3 of 75'-0". c. The front entrance and exit double doors should be the new double doors number 1 provided on the new front addition not the new double doors number 2 as shown in your separation dimensions. 11. Please provide a large scale detail of all the exterior ramps showing all accessibility requirements as per ICC/ANSI 117.1, Sections 405, and 505; i.e. dimensions, slopes, handrails, landing and clearances. a. Please provide a handrail elevation showing compliance with ICC/ANSI 117.1, Section 405 and 505. 12. At detail A4, insure an accessible route to the wrought iron gate with the electronic locking device. 13. Please provide County Health Department plan review activity number. SHEETS A1.1A, A1.1B AND A1.1C 14. The following doors appear not to meet the clearance requirements of ICC/ANSI 117.1, Section 404.2.3.1. Please clarify: 4, 14, 17, 20, 22, 23B 24 and 75. 15. Public toilet 19 does not meet accessibility standards. Please do not identify it as being accessible. 16. All communal toilet/shower rooms are not compliant. All showers need grab bars and seats. 17. The easterly interior ramp is not complete. Please show the bottom end of the ramp and 12" handrail extensions as required by Section 505.10.1. 18. The most westerly ramp handrail does not extend 12" beyond the top of the ramp. 19. Doors to Units 3, 4, 15 and 16 are non compliant: a. They do not have required clearances as per Section 404.2.3.1. b. They reduce the required exit width beyond that as allow by the 2006 IBC, Section 1005.2 20. The newly designed sleeping unit toilets do not meet minimal requirements for type "A" or type "B" dwelling units as required by ICC/ANSI 117.1, Sections 1003 and 1004. Please revise and resubmit. 21. Not all of the doors for the newly design sleeping units meet minimal requirements for type "A" or type "B" dwelling units as required by ICC/ANSI 117.1, Sections 1003 and 1004. Please revise and resubmit. SHEET A1.3 22. Please provide structural calculations for all new roof top mounted HVAC units. SHEETS A2.3 AND A2.4 23. Please provide all required accessible requirements directly on the design elevations. This includes all dimensions, clearances, accessories, signage and fixtures. SHEET A4.1 24. Please show all accessible requirements on all large scale toilet floor plans: i.e. dimensions, clearances, accessories, door swings, signage and fixtures. SHEET A6.2 25. Details A1 through A5 show in detail fire rated assemblies and their NRTL numbers but are not referenced on any floor plan. Please identify these wall types on the plan. a. Please coordinate with the Partition Schedule (W) provided on Sheet A1.1 and insure no conflicts exist. SHEET S0.1 26. Please provide Special Inspections Certifications as listed in this specification. SHEET S1.1 27. At detail A3, please show a section where the new foundation abuts the existing foundation. SHEET S1.2 28. A 6x10 beam is not shown on plan atop wood columns at detail markers B4/A3.3 and B4/S1.2. 29. Hip at tile roof on new front addition is shown to be 3-2x10s while the calculations call for 3-2x12s. 30. The foundation plan A1, needs to be finished. Identify size of all footings and reference reinforcing schedule, provide some horizontal location dimensions etc. END OF REVIEW |
| 01/19/2012 | ROBERT SHERRY | WATER | REVIEW | Denied | Tucson Water limits a 1-1/2" meter to a maximum demand of 50 GPM; but when all of the existing fixtures and appliances are included in the water demand calculations, the demand on the water meter will be approximately 58 GPM. Provide a letter from Tucson Water confirming that the use of a 1-1/2" water meter will be allowed for this project. Reference: Sections 610.2 and 610.12, UPC 2006. |
| 01/19/2012 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Show how the temperature of the hot water supply to the dwelling units is controlled. Reference: Section 413.1 and 418.0, UPC 2006 and Section 504.3, IECC 2006. 2. Show how combustion air openings are to be provided for the laundry room. Reference: Section 507, UPC 2006. 3. Provide a detail of the new water heater installations, including the excess pressure relief, expansion tank, and valves. Reference: Sections 103.2.3, 605.5, and 608.3, UPC 2006. 4. Include all fixtures and appliances (e.g. the clothes washers) when calculating the total water demand and determining pipe sizes. Reference: Section 610.1, UPC 2006. 5. Revise the water pressure calculations using the instructions in Section 610.8, UPC 2006 (e.g. include the pressure drop due to the reduced pressure backflow preventer and the static lift and the calculated length of the pipe). Note that a 1" meter with a 1" water service pipe is only good for 18 fixture units at 400 feet. Reference: Section 610.2, UPC 2006. 6. Limit the water velocity to less than 8 fps for the PVC and copper piping. Reference: Section A 6.1, UPC 2006; IAPMO IS 3-2000, Section 610.0; and IAPMO IS 8-95, Section 610.1. 7. Provide upper terminal cleanouts on horizontal drainage pipes exceeding 5 feet in length (horizontal drain lines serving sinks and urinals require cleanouts regardless of length). Reference: Section 707.4, UPC 2006. 8. Provide cleanouts sized per Section 707.11, UPC 2006 (See the 3" drain pipe upstream of the gravity grease interceptor in detail 2/P1.1). 9. Provide a downstream cleanout for the gravity grease interceptor. Reference: Section 707.4, UPC 2006. 10. Provide a natural gas piping design, including a natural gas schematic showing the sizes, loads and developed lengths of the piping. Reference: Sections 103.2.3 and 1217.0, UPC 2006. 11. Provide roof drainage calculations (e.g. the total area drained by each roof drain, per Section 1106.0, UPC 2006) for the new roof drains and scuppers. Reference: Section 1101.11.1, UPC 2006. 12. Revise the size of the overflow roof drains to have a drainage capacity equal to that of the primary roof drain. Reference: Section 1101.11.2.2.1, UPC 2006. 13. Show the slope of the horizontal rainwater pipes on the plans. Reference: Section 1106.2, UPC 2006. 14. Show the termination points of the primary and the secondary (overflow) rainwater leaders. Provide a cleanout at the base of each roof drain leader prior to its connection with the horizontal storm drain. Reference: Section 1101.12.2, UPC 2006. |
| 01/19/2012 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide energy code compliance calculations for the addition to the building envelope; use the climate zone for Pima County < 4,000 feet. Provide sufficient detail on the drawings to evaluate the energy compliance of the building envelope. The information shall, as a minimum, include U-factors of the envelope systems and fenestration components, along with the R-values of the insulation and the SHGC for the fenestration. Reference: Sections 101.4 and 104.2, International Energy Conservation Code 2006. 2. Provide structural calculations to verify that the existing roof is capable of supporting the additional dead load due to the installation of the roof top units. Reference: Section 302.1, IMC 2006. 3. Show the size, routing, and termination of the condensate drains for MS-1 and for the new AC-2 units. Reference: Section 307.2, IMC 2006 as amended by the City of Tucson and Section 814.0, UPC 2006. 4. Provide calculations demonstrating adequate ventilation. Reference: Section 401.2, IMC 2006. 5. Clarify the design of the dryer exhaust duct. Reference: Sections 504.1, 504.2, and 504.4, IMC 2006. 6. Show how makeup air is to be supplied to the laundry room. Reference: Sections 106.3.1 and 504.5, IMC 2006. 7. Provide current balancing and interlock data for the Type I hood in the kitchen. Reference: Sections 106.3.1 and 507, IMC 2006. 8. Provide calculations to show how the ductwork for the A/C units was sized. Reference: Section, 603.2, IMC 2006. |
| 01/20/2012 | LEERAY HANLY | ELECTRICAL-COMMERCIAL | REVIEW | Denied | 1.Indicate ARC FAULT circuit breakers that are applicable as shown on plan sheet E6.1 (pnl. schedules) . 2.Provide complete panel schedule for panel "MDP". 3.Provide IECC info. 4.Compliance certificate Tucson Ltg. Code compliance. 5.Buss and main brkr. ratiing info. as shown on panel schedules for panel "E" and "B" contradictory to load summary and one line dia. plan sheet E6.2. |
| 01/24/2012 | CAGUILA1 | WWM | REVIEW | Needs Review |