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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T05CM03815
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/21/2005 | JIM EGAN | FIRE | REVIEW | Denied | 1. Provide complete fire sprinkler system design criteria on plan. 2. Show location of existing fire sprinkler underground piping on plan, |
| 07/25/2005 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 07/25/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Demonstrate energy code compliance using calculations based on the current code. Reference Section 101.3, International Energy Conservation Code 2000. 2. Specify the minimum resistance (R-value) of the duct insulation to be used on this project. Reference Section 803.2.8, IECC 2000. 3. Show how the "non-programmable electronic thermostats" called out on sheet M-4.0 (as compared to the seven-day programmable thermostat specified on sheet M-4.1) complies with Section 803.3.3.1, IECC 2000. 4. Show that the combustion air and vent piping for the condensing furnaces has been sized in accordance with the conditions of its listing and the manufacturer's installation requirements. Reference Section 304.1, IMC 2000. 5. A Type I grease hood is required in the kitchen. Reference Section 507.2.2 IMC 2000. 6. 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. 7. Specify the insulation for the refrigerant piping referenced on detail on sheet M-4.0. Reference Section 1107.3, IMC 2000. |
| 07/26/2005 | 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, route, and slope of the building sewer. Reference Section 103.2.3, UPC 1994. 3. Private use for plumbing fixtures applies to fixtures that are intended for the use of a family or an individual. The fixtures in the kitchen, laundry, and Room 715 as well as the hose bibbs are not private fixtures. Revise the fixture unit calculations and pipe sizes as required. Reference Section 202.0, UPC 1994. 4. Provide insulation for the hot water piping that conforms to the requirements of Section 804.5, IECC 2000. 5. Clarify the discrepancy between the maximum flow for the showers and bathtub as shown on the fixture connection schedule (sheet P-4.1) and the fixture descriptions on sheet P-4.2. 6. Clarify the discrepancy between trap size of the floor sink in room 721 as shown on the floor plan (sheet P-3.1) and the fixture descriptions on sheet P-4.2. 7. Show how the floor sink and the floor drains (rooms 715 and 721) are connected to the building drain on the floor plan (sheet P-3.1). Reference Section 103.2.3, UPC 1994. |
| 08/12/2005 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 08/15/2005 | DOUG LAAKSO | BUILDING-COMMERCIAL | REVIEW | Denied | .. T05CM03815 .. 2675 N WYATT DRIVE .. COTTAGE #7 .. 1ST REVIEW .. DGL .. 9/01/05 S1. Provide premises identification on building elevation facing the PAAL, drawing A-2.3, per IBC Section 501.2 and Pima County Addressing Ordinance requirements, also show location of site addressing at Wyatt Drive as required by Pima County Addressing Ordinance. S2. Provide complete Allowable Area Calculation, per IBC Section 506 required on Code Review Checklist. S3. Provide site plan dimensionally locating Cottage #7 from two adjacent property lines and adjacent structures. S4. Provide drawings, details and Structural Calculations for shade structure shown on drawing A-1.2. S5. Clarify KEY NOTES & SYMBOLS, #A8, locate 'NEW' gazebo on drawing A-1.2 and provide drawings, details and Structural Calculations for this gazebo. S6. Provide details for fencing, including gates, swing of gates and gate hardware to show conformance with exiting requirements, explain/justify exiting control system. S7. Provide site detail drawing A-1.4 referred to in Notes #A4 on drawing A-1.2. S8. Clarify corridor fire-rating requirements ref IBC Section 1016 and IBC Chapter 7. S9. Provide site plan with adequate finished grades indicated to show conformance with egress and accessibility requirements of IBC Chapter 10 and 11. S10. Clarify by dimensioning landings to show conformance with IBC Sections 1008, 1101 and ANSI A117.1-2003ed. S11. Provide specifications for materials to be used on this project. S12. Provide Accessibility Signage, per IBC Section 1110 and ANSI A117.1-2003 ed Chapter 7, on drawings ref F-3.1. S13. Clarify A and B Units, Accessible Resident Room #706 and Toilet/bathrooms, #706A and #715, to show compliance with IBC Sections 1107, 1109and ANSI A117.1-2003ed Chapter 10 and 6. S14. Clarify Orientation of buildings (Mirrored) Cottage 6, ref drawing A-3.1, S- 3.1, etc. S15. Clarify extent of surrounding materials at shower, per IBC Section 1210, on drawing A-4.2. S16. Fully detail installation of exterior wall coverings, including fastening, per IBC Chapter 14.. S17. Indicate fire classification of roof covering on drawings ref dwg A-3.2 and IBC Section 1505. S18. Explain employee toilet rooms, per IBC Chapter 29. S19. Provide revised Structural Calculations using the 2003 International Building Code and Referenced Standards listed and effective date as noted in Chapter 35, including ANSI/ AF&PA NDS-2001ed vs 1991ed, revise Structural Drawings as needed to conform, per IBC 2003ed. S20. Provide seal and signature of Structural Engineer on drawings pertaining to the Structure, including Drawing A4.1, A4.2 etc or provide complete Structural Design and Details on S-drawings. S21. Detail in structural calculations and on structural drawings : 1. How to tie double 2X members together designing fasteners required to bind members to act as one unit without splitting the wood at holdowns, per manufacturers requirements. 2. Porch posts and beams. 3. Overframing at roof, ref drawing S-3.2. 4. Provide sketches in calculations to locate structural elements in building. 5. Clarify typical anchor bolt material and embedment at sill plate. 6. Provide complete Structural Design and Details for the Lateral Force-resisting system.Explain how lateral forces are resisted at re-entrant corner of building ie: drag struts, blocking and nailing ,etc. 7. Specify on drawing S-2.2 design Equipment Loads, Dead Loads and Live Loads for the mechanical platform, provide structural calculations and details at roof and floor of platform S22. Submit two sets of shop drawings and calculations, stamped and signed by an Arizona Registered engineer, shop drawings shall be reviewed by and bear the approval of the Engineer or Architect of Record prior to submission to the City of Tucson, Development Services Department for approval prior to erection for : 1. Window flashing ref Detail 1/A-5.1. 2. Prefabricated roof trusses. S23. Provide Inspection Program as required by the 1997 Uniform Administrative Code as amended and adopted by the City of Tucson, Section 302.5. S24. Provide Special Inspection as required by the 1997 Uniform Administrative Code as amended and adopted by the City of Tucson, Section 306 for: 1. Site preparation. 2. Foundation excavation and compaction. 3. Epoxy anchor bolts. Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111. |
| 08/19/2005 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Denied | TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL. PLEASE CALL AT 791-5550 X1106 OR EMAIL AT Linda.Buczynski@tucsonaz.gov IF YOU CARE TO DISCUSS. 1. New exterior lighting shall comply with the Tucson Lighting Ordinance, http://www.tucsonaz.gov/dsd/Codes___Ordinances/Tucson_Lighting_Code.pdf. 2. Revised load for service calculations adds 96.2A for Panel C. This figure is 181.4A according to the panel schedule. 3. Please submit the product information to the whirlpool bather referenced on Keynote 3 of Sheet E-1.4. It is difficult otherwise how to apply NEC Article 680. 4. Provide for grounding of the telephone system per NEC 800.40. 5. Submit Lighting Power Budget for new construction per 2000 IECC. 6. The exterior wall sconce shall not be incandescent. Reference IECC 2000 805.5. 7. Load calculations are code-acceptable for Dwelling Units. This facility has been classified as Institutional, not Residential, and functions as such. Re-submit load calculations, and make adjustments as necessary. Plans Examiner found several branch circuits which appeared to be undercounted on the panel schedules, such as, A-19, 21 23, 16,30,14,32,26,28, and A1-5,7,10,12,14. 8. The NEC references in Keynote 1 on Sheet E-1.5 are not found in the 2002 NEC, which is enforced in this jurisdiction. |
| 09/02/2005 | DAN CASTRO | ZONING | REVIEW | Denied | 1. The building plans may not be approved by Zoning Review until the approved development plan has a site plan approval stamp. In addition to the development plan approval stamp, sheet A-1.1 requires a site plan approval stamp. You may do an over the counter review will all applicable sections for site review compliance. A site review card may be obtained at the permit review counter to begin the process. 2. The building plans may not be approved prior to obtaining subdivision approval. Please contact Heather Thrall, Lead Planner, for information regarding the subdivision process. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/06/2005 | KMEDINA1 | OUT TO CUSTOMER | Completed |