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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T07CM03032
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/19/2007 | DAVE MANN | FIRE | REVIEW | Approved | |
| 08/07/2007 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approv-Cond | |
| 08/13/2007 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. The applicable code for all commercial plumbing projects is currently the 2006 Uniform Plumbing Code with Local Amendments. Based on the date you sealed the plans however, you may elect to use the 2003 UPC instead. 2. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). Reference Section 106.1.1, International Building Code, 2006. 3. Revise the size of the reduced pressure backflow assembly being installed. Reference COT Ordinance 9976, http://www.tucsonaz.gov/water/docs/backflow-ord.pdf 4. Provide the minimum plumbing facilities required by Table 2902.1, IBC 2006, for mercantile occupancy. 5. Confirm the manufacturer's data for the point of use water heaters is correct. The specified unit is not listed for use with the flow rates of 0.5 GPM required for public lavatories. Reference Section 310.4, UPC 2003, and ARS Title 45, Chapter 1, Article 12. See text at: http://www.azleg.state.az.us/ArizonaRevisedStatutes.asp. 6. Provide fixture descriptions for all plumbing fixtures. Reference Section 401.1, UPC 2003. 7. Show how the temperature of the hot water supply to the public lavatories is controlled. Reference Section 414.1, UPC 2003 and Section 804.3, IECC 2003. 8. Correct the water pressure calculations. With a minimum incoming pressure of 58 PSI, a pressure regulator set for 60 PSI after the pressure drop from the reduced pressure backflow preventer (approximately 13 PSI) is not likely to work. Reference Section 610.1, UPC 2003. 9. Provide a roof drainage design, including the required dimensions of the scuppers and provide for overflows. Reference Section1101.11, UPC 2003. |
| 08/13/2007 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). Reference Section 106.1.1, International Building Code, 2006. 2. Provide the installed weight of the rooftop equipment. Reference Section 106.3.1, IMC 2003. 3. Show the size, routing, and termination of the condensate drains. Condensate drains may not terminate over a roof drain unless the roof drain terminates at or above grade in an area capable or absorbing the condensate flow without surface drainage. Reference Section 307.2, IMC 2003 and Section 807.2, UPC 2003. 4. Provide information on the sequence of operation for the restroom exhaust to show that recirculation of the air from the restroom will not occur. Reference Section 403.2.1, IMC 2003. 5. Provide calculations to show that the common ventilation system is sized in accordance with Section 403.3.2, IMC 2003. |
| 08/13/2007 | ROBERT SHERRY | WATER | REVIEW | Denied | Tucson Water does not provide any ¾" water meters. For your project, a 1" meter, good for up to 25 GPM, would be appropriate. Contact Bill Tilghman at 791-5080, ext. 1287 if you have any questions. |
| 08/14/2007 | WILDAN | BUILDING-COMMERCIAL | REVIEW | Denied | August 14, 2007 City of Tucson Development Services P.O. Box 27210 Tucson, AZ 85726 RE: Jeff Willmeng Homes Inc – 1ST REVIEW CITY OF TUCSON LOG NO. T07CM03032 WILLDAN PROJECT NO. 13881-7069 The initial review for the above project has been completed. This letter contains comments, which need to be addressed by written responses to each which indicate any actions taken. In order to facilitate a shorter second review, all indicated corrections and revisions to the plans must be made, and two complete new sets of prints, along with one complete redlined set, must be returned to our office. To avoid delays, ensure that all corrections have been made, are complete, and have been coordinated on all applicable detail and note sheets, and that all changes have been highlighted with appropriate revision numbers, revision dates, and “cloud bubbles.” Pen or pencil corrections on final prints are not acceptable. This project has been reviewed for conformance with the 2006 IBC, 2003 IMC, 2003 IECC, 2003 UPC, and the 2002 NEC (with local modifications). Any revisions to this plan will require an additional review and approval by Willdan. Should you have questions regarding the comments herein, please contact your plans examiner Chris Kiel. Occupancy Occup. Load Construction Area S.F. Sprinklered Alarms Business – Office (B) 18 V-B-AS 1,800 Yes Yes Special Inspection is required for the following items: Welding –Field and Shop Structural Masonry Concrete Expansion and/or Epoxy Anchors The following items are acceptable for deferred submittals: Prefabricated Wood Trusses GENERAL COMMENTS: A signed special inspection form from the City of Tucson is required for welding, structural masonry, concrete, and expansion and/or epoxy anchors at the time that the plans are resubmitted for a back check. Reference the City of Tucson Submittal Policy. A deferred submittal letter for prefabricated wood trusses will need to be forwarded directly to the Building Official and approved prior to the plans being delivered to the City. Reference the City of Tucson Submittal Policy. Provide structural calculations for the building. IBC, Section 106.1.1. Provide energy code calculations for the building envelope. 2006 IECC. ARCHITECTURAL COMMENTS: Sheet A1 Provide a 6” high base in the toilet rooms. IBC, Section 1210.1. Provide a 48” high wainscot of smooth, hard, non-absorbent surface, such as ceramic tile, FRP or equal behind and within 2 feet either side of the water closet. IBC, Section 1210.2. Dimension the location of the toilet tissue dispenser relative to the water closet at a minimum of 7” to a maximum of 9” in front of the water closet. 2003 ICC/ANSI 117.1, Section 604.7. The location of the fire sprinkler entrance to the building is not annotated on this plan sheet. It is listed on the Keynotes legend. Please clarify. IBC, Section 106.1.1. The Door Schedule on Sheet A6 shows the toilet room door to be 32”. All doors shall provide 32” clear opening measured from the doorstop to the edge of the door at 90 degrees open. Please clarify on the plans. IBC, Section 1008.1.1. Keynote #16 indicates that bottled water is to be provided in lieu of a drinking fountain. An appeal to the City Building Official shall be required to allow this proposal. Provide a copy of the approved appeal or provide the required drinking fountain. IBC, Table 2902.1. Sheet A2 The plan only shows one toilet room. 2006 IBC, Section 2902.2, Exception 2, requires separate toilet facilities for each sex where the occupant load, including employees and customers exceeds 15. Please provide a second toilet room to comply. The front exit door is not provided with a minimum of 18” to the side of the door on the pull side as required by 2003 ICC/ANSI 117.1, Figure 404.2.3.1 (a). Please revise to comply. Sheet A3 Keynote 13 on the South Elevation appears to be out of place. Please confirm and correct as needed. IBC, Section 106.1.1. Please provide cut-sheets for the wall sconces each side of the front entry and coordinate with Sheet E2 for compliance with the Tucson Outdoor lighting Code. Sheet A4 Provide calculations for the lintel depicted on Detail #8. IBC, Section 106.1.1. Clarify the minimum required dimension of the canale opening for roof drainage. IBC, Section 1503.4 and 2006 IPC, Section 1106.3 and Table 1106.3. Since there are parapets extending above the roof, secondary roof drainage is required. IPC, Section 1107.1. Please resolve the secondary roof drains and revise the plans as necessary. Sheet A5 Please clarify that the suspended ceiling system shall comply with IBC, Section 803.9.1.1. Sheet A6 Please clarify on the Door Schedule where safety glazing is required in and adjacent to doors. IBC, Section 2406.3. Sheet A7 Keynote #6 is not annotated on the building sections on Sheet A7. Please confirm and clarify. IBC, Section 106.1.1. Keynote #22 is annotated to Building Section A. The Keynotes Legend stops at #20. Please confirm and clarify the discrepancy. IBC, Section 106.1.1. Detail 7/A6 is referenced on Building Section B; yet there is no such detail on Sheet A6. Please confirm and correct. IBC, Section 106.1.1. Detail 5/S4 is referenced at the parapet to the rear of the entry on top of the roof. There is no Sheet S4. Is this possibly Detail 4/S2? Please confirm and make the appropriate correction. IBC, Section 106.1.1. Sheet A8 Details on both Sections C and D are incorrect. Please see the “redline” annotations on the plan sheets to clarify the discrepancies and correct them. IBC, Section 106.1.1. Sheet A9 See comment #6 on Sheet A1 and resolve the requirement. IBC, Table 2902.1. The 4 detail references at the roof/wall intersections show incorrectly a reference to details on Sheet S4. There is no Sheet S4. It appears that the correct reference should be to Sheet S2. Please confirm and correct. IBC, Section 106.1.1. STRUCTURAL COMMENTS: General Provide structural calculations for the building, to include a complete lateral analysis, including appropriate consideration of the chords force transfer required at the discontinuities at the roof diaphragm where the walls are staggered. IBC, 2305.1.2. Sheet S1 A Key Note #7 is annotated at the entry exterior slab; however the Key Note Legend stops at #6. Please confirm and rectify. IBC, Section 106.1.1. Specify the required Special Inspections for this project IBC, Section 106.3.4.2 and IBC, Section 106.1 and1704. PLUMBING COMMENTS: Sheet P1 See Comment 1 on Sheet A2 and provide separate toilet rooms for each sex and revise the plumbing plans accordingly or justify only one toilet room, since the calculated occupant load is 18. IBC, Section 2902.2. MECHANICAL COMMENTS: Sheet M1 Please correct the code editions of the IMC and IPC to the 2006 editions and verify that all changes from the 2003 editions have been incorporated into the plans for these systems. Clarify that all duct work outside of the building envelope shall be insulated to a minimum of R-8. 2006 IMC, Section 604.1 and 2006 IECC, Section 503.2.7. ELECTRICAL COMMENTS: Sheet E1 Please clarify that the exterior receptacles are GFCI protected where they are readily accessible. 2005 NEC, Section 210.8 (B) (4). Sheet E2 The exterior light fixture “J” does not appear on the building elevations to be “full cutoff”. Please provide cut-sheets to verify, or revise the Option used for the Outdoor Lighting compliance calculation. Tucson Outdoor Lighting Code (OLC). Sheet E3 Please correct the applicable code to the 2005 NEC on the Electrical Notes, as adopted by the City. ENERGY CODE COMMENTS: Please provide energy calculations for the building envelope to show compliance with 2006 IECC. Please specify the minimum ‘R’-value fro the 31/2” batt insulation in the exterior wall furring. 2006 IECC. ACCESSIBILITY COMMENTS: Sheet A6 See architectural comment 5 on Sheet A1 and noted on Sheet A6 and clarify on the plans by clear dimension and / or detail. IBC, Section 1008.1.1. Sincerely, WILLDAN Chris Kiel, C.B.O., M.C.P. Building Official CEK/jk |
| 08/16/2007 | SREEVES1 | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/16/2007 | DELMA ROBEY | OUT TO CUSTOMER | Completed |
| 08/16/2007 | DELMA ROBEY | REJECT SHELF | Completed |