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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T09CM00265
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/24/2010 | DAVE MANN | FIRE | REVIEW | Denied | Fire Comments: Please include the following fire sprinkler design criteria to the plans. 1. Flow data (static pressure, residual pressure, GPM) Available from the Fire Department (520) 837-7029 or 837-7030. 2. The standard to be used in development of sprinkler system. (NFPA 13, NFPA 13R, or NFPA 13D) 3. The hazard classification of the building, including any special hazards. 4. The density required of the water supply. |
| 09/24/2010 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET 2 OF 4; SITE PLAN: VERIFY THE FIRE SEPARATION DISTANCE (AS DEFINED IN THE IBC SECTION 702) ALONG THE WEST SIDE OF THE BUILDING (SHOWN AS 8.88'). TABLE 601 (NOTE e) REQUIRES THE FIRE RESISTANCE RATING OF EXTERIOR WALLS TO BE ONE HOUR. PROVIDE CALCULATIONS ON THE DRAWINGS (PER TABLE 704.8) FOR THE MAXIMUM ALLOWABLE AREAS OF EXTERIOR WALL OPENINGS (PROTECTED). 2. SHEET C2; CODE REVIEW CHECKLIST: PER THE IBC SECTION 1107.5.1.1, 4% OF ALL DWELLING/SLEEPING UNITS MUST BE ACCESSIBLE. IBC SECTION 1107.5.1.2 REQUIRES ALL OTHER DWELLING UNITS/SLEEPING UNITS TO BE TYPE B. INCLUDE THIS CALCULATION IN THE CODE REVIEW CHECKLIST. 3. SHEET C2; CODE REVIEW CHECKLIST: IN THE CODE REVIEW CHECKLIST, PROVIDE A LIST OF REQUIRED PLUMBING FIXTURES (PER IBC TABLE 2902.1), AND A COUNT OF THE FIXTURES PROVIDED (WATER CLOSETS, LAVATORIES, BATHTUBS OR SHOWERS, DRINKING FOUNTAINS, AND SERVICE SINKS). 4. SHEET C3; DETAIL C: REVISE THE DISTANCE FROM THE CENTERLINE OF THE TOILET PAPER DISPENSER TO THE FRONT OF THE WATER CLOSET PER ICC/ANSI A117.1-2003, FIGURE 604.7. 5. SHEET C3; DETAIL B: REVISE THE SIDE WALL GRAB BAR LENGTH AND LOCATION TO MATCH DETAIL H. 6. SHEET C3; DETAIL M: REVISE THE DISTANCE FROM THE CENTERLINE OF THE TOILET PAPER DISPENSER TO THE FRONT OF THE WATER CLOSET PER ICC/ANSI A117.1-2003, FIGURE 604.7. 7. SHEET C3; DETAIL H: PROVIDE A DIMENSION FROM THE TOP OF THE GRAB BAR TO THE FLOOR PER ICC/ANSI A117.1-2003, FIGURE 604.5.1. 8. SHEET C3; DETAIL 1 (VERTICAL GRAB BARS): VERTICAL GRAB BARS ARE INDICATED IN DETAIL 1, BUT NOT IN OTHER DETAILS (B,C, AND H). VERIFY. 9. SHEET C3; DETAIL I: IS THIS DETAIL PERTINENT TO THIS PROJECT? DO WE HAVE ROLL-IN SHOWERS? VERIFY. 10. SHEET C3; DETAILS F, K, AND I: COORDINATE THE GRAB BAR SIZES AND LOCATIONS FOR THE SHOWER STALLS AND VERIFY THESE DETAILS FOLLOW ICC/ANSI A117.1-2003 SECTION 608. 11. SHEET C3; DETAIL O: REVISE THIS DETAIL TO MATCH ICC/ANSI A117.1-2003 FIGURE 308.3.1(b). 12. SHEET C3; DETAIL R: REVISE THIS DETAIL TO MATCH ICC/ANSI A117.1-2003 FIGURE 308.3.1(a). 13. SHEET A1; FIRST FLOOR PLAN: TOILET 126 MAY NOT DIRECTLY OPEN INTO THE KITCHEN. REVISE. 14. SHEET A1; WALL TYPES: COMPLETE NOTE 8 (STC NUMBER). 15. SHEET A2; WALL TYPES: COMPLETE NOTE 8 (STC NUMBER). 16. SHEET A2; SECOND FLOOR PLAN: AT THE FLOOR OPENING, THE GUARD RAIL DETAIL REFERENCE IS INCORRECT. REVISE. 17. SHEET A2; KEY NOTES: NOTE 5 IS NOT INDICATED ON THE PLAN. VERIFY. 18. SHEET A2; KEY NOTES: NOTE 2 DETAIL REFERENCE IS INCORRECT. REVISE. 19. SHEET A2a; ENLARGED SECOND FLOOR PLANS: AT THE LAUNDRY CHUTE OPENING, THE SECTION REFERENCE IS INCORRECT. REVISE. 20. SHEET A3; WALL TYPES: COMPLETE NOTE 8 (STC NUMBER). 21. SHEET A10; SECTION "D": THE DETAIL REFERENCE AT THE OUTDOOR DECK (36/A14a) IS INCORRECT. REVISE. 22. SHEET A10; SECTION "A": THE REFERENCE DETAILS AT THE SECOND AND THIRD FLOOR EXTERIOR WALLS (6/A14) IS INCORRECT (JOISTS PARALLEL TO THE WALL). REVISE. 23. SHEET A10; SECTION "A": THE DETAIL REFERENCE AT THE SCREEN WALL (50/A14a) IS DEPICTED DIFFERENTLY ON THE TWO SHEETS. COORDINATE. 24. SHEET A10; SECTION "D": THE DETAIL REFERENCE AT THE EXTERIOR WALL (3/A14) IS INCORRECT. REVISE. 25. SHEET A10; SECTION "D": THE DETAIL REFERENCE AT THE INTERIOR WALL (3/A14 SIM) SHOULD NOT BE A SIMILAR SECTION. VERIFY. 26. SHEET A10; SECTION "C" AND HOISTWAY PLAN: A MINIMUM OF 3/32" TALL LETTERING IS REQUIRED ON ALL DRAWINGS PER THE CITY OF TUCSON STANDARDS. REVISE. 27. SHEET A11; DETAILS 115 AND 116: VERIFY THE WALLS OF THESE PUBLIC WATER CLOSETS MEET THE REQUIREMENTS OF IBC SECTION 1210.2 (SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR). 28. SHEET A13; DETAIL 212: VERIFY THE WALLS OF THESE PUBLIC WATER CLOSETS MEET THE REQUIREMENTS OF IBC SECTION 1210.2 (SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR). 29. SHEET A13; DETAIL 309: VERIFY THE WALLS OF THESE PUBLIC WATER CLOSETS MEET THE REQUIREMENTS OF IBC SECTION 1210.2 (SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR). 30. SHEET A14; DETAILS 7, 9, 10, AND 11: COMPLETE THE "FINISH SCHEDULE ON SHEET" NOTE. 31. SHEET A14; DETAIL 8 (BOXED NOTE): PROVIDE THIS SPECIFIC INFORMATION ON THE DETAIL (NAILING PATTERN, TAPE IN BEDDING, ETC.). 32. SHEET A14; DETAILS 9, 10, AND 11: PROVIDE THE SHEET NUMBER FOR THE LEDGER SCHEDULE AND BOLTS INTO THE BOND BEAM. 33. SHEET A14 (DETAILS 9, 10, AND 11); SHEET S200 (MASONRY WALL REINFORCING SCHEDULE): COORDINATE THE ARCHITECTURAL CMU WALL VERTICAL REINFORCING WITH THE STRUCTURAL. 34. SHEET A14 (DETAIL 5); SHEET S400 (DETAIL 412): COORDINATE THE ARCHITECTURAL CMU WALL THICKNESS AND VERTICAL REINFORCING WITH THE STRUCTURAL. 35. SHEET A14 (DETAIL 15); SHEET S504 (DETAILS 578 AND 580): COORDINATE THE ARCHITECTURAL BALCONY WALL (CONSTRUCTION AND RAILING) WITH THE STRUCTURAL. 36. SHEET A14; DETAIL 15: VERIFY THE HEIGHT OF THE GUARD RAIL ABOVE THE FLOOR MEETS IBC SECTION 1013.2. 37. SHEET A14 (DETAIL 25); SHEET S104 (DETAIL 137): COORDINATE THE ARCHITECTURAL VERTICAL REINFORCING AT OPENINGS IN THE CMU WITH THE STRUCTURAL. 38. SHEET A14 (DETAIL 5); SHEET S400 (DETAIL 412): COORDINATE THE ARCHITECTURAL RAILING ON TOP OF THE WALL WITH THE STRUCTURAL. PROVIDE RAILING PLATE SIZE AND ANCHORAGE. 39. SHEET A14a; DETAIL 35: VERIFY THE HEIGHT OF THE GUARD RAIL ABOVE THE FLOOR MEETS IBC SECTION 1013.2. 40. SHEET A14a; DETAIL 45: A MINIMUM OF 3/32" TALL LETTERING IS REQUIRED ON ALL DRAWINGS PER THE CITY OF TUCSON STANDARDS. REVISE. 41. SHEET A16; SECTION W1: THIRD FLOOR JOISTS AT THIS LOCATION RUN IN THE OPPOSITE DIRECTION. REVISE. 42. SHEET S104; DETAIL 142: WHERE IS THIS MONUMENT LOCATED? NO CALCULATIONS WERE IDENTIFIED. PROVIDE. 43. GENERAL: PROVIDE STAIR SECTIONS AND DETAILS FOR THIS PROJECT. 44. GENERAL: ALL DEFERRED SUBMITTALS MUST BE APPROVED IN WRITING BY LEERAY HANLY BEFORE THOSE SUBMITTALS WILL BE REVIEWED. 45. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 09/27/2010 | ROBERT SHERRY | WATER | REVIEW | Denied | For commercial use, Tucson Water will allow no more than one meter per building (i.e. manifolding meters is not allowed, the meter shall be capable of serving the total building demand). The minimum meter size for a demand of 150 GPM is 3". |
| 09/28/2010 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide energy code compliance calculations (the climate zone is 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, 104.2, and 501.1, International Energy Conservation Code 2006. 2. Clarify the minimum resistance (R-value) of the duct insulation to be used on this project. The 2006 IECC Compliance Notes and the Mechanical Specifications shown on sheet M4.2 are in conflict with each other. Reference: Section 503.2.7, IECC 2006, as amended by the City of Tucson. 3. Provide a design (i.e. sealed drawings, not shop drawings) for the proposed Type I and Type II hood installations that clearly shows that the installations will comply with the requirements of Sections 302, 506, 507, and 508, IMC 2006. Reference: Section 106.3.1, IMC 2006. 4. Revise the size of the condensate drains in accordance with Section 307.2.1, IMC 2006, as amended by the City of Tucson. 5. Section 3006.6, IBC 2006 does not allow plumbing systems to be located within elevator equipment rooms; the Arizona State elevator inspector considers condensate drainage to be a plumbing system. 6. Clarify how the clothes dryer exhaust ducts shown on sheets M1.1a and M1.2b comply with the requirements of Section 504.6.1, IMC 2006. 7. Provide listing information for the dryer exhaust booster fan. Reference: Section 301.4, IMC 2006. 8. Provide listing information for the Panasonic Energy Recovery Ventilator. Reference: Section 301.4, IMC 2006. 9. Revise the installation of the energy recovery ventilators to provide the separation of the intake and exhaust terminations as required by the manufacturer (e.g. 3'-0" from each other and the intake must be at least 6'-0" from other types of exhaust terminations). Reference: Section 304.1, IMC 2006. 10. Egress corridors shall not be used as return ducts (see corridors 105, 132, 148, 229, and 312). Reference: Section 601.2, IMC 2006. 11. Four exhaust fans and four dryer exhaust ducts terminate on the roof but are not shown. Show the termination locations. Reference: Section 106.3.1, IMC 2006. 12. Provide calculations to show that the common ventilation systems are sized in accordance with Section 403.3.2, IMC 2006. 13. Clarify the difference between a dining area and bistro seating and justify the reduced ventilation in the bistro seating areas. Reference: Sections 403.2 and 403.3, IMC 2006. 14. Provide local ventilation for the nail polish stations in the beauty room (150). Reference: Footnote I, Table 403.3, IMC 2006. |
| 09/30/2010 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. The presence of an on-site wastewater treatment system for this project mandates a review by the Pima County Department of Environmental Quality. The design for the system must be submitted to the Pima County Department of Environmental Quality for their approval prior to obtaining a permit for constructing the wastewater treatment system from the City of Tucson. Reference: Arizona Administrative Rules, Part E Type 4 General Permits. 2. Coordinate the water heater details for the kitchen and for the laundry; they are currently identical. Reference: Section 103.2.3, UPC 2006. 3. Provide the minimum plumbing facilities required by Table 2902.1, IBC 2006, for Institutional (I-1) occupancy. Reference: Sections 1109.5 and 2902.4.1, IBC 2006. 4. The maximum flow rates for plumbing fixtures (e.g. public lavatories) shall be consistent with ARS Title 45, Chapter 1, Article 12. (See text at: http://www.azleg.state.az.us/ArizonaRevisedStatutes.asp). Reference: Section 402.1, UPC 2006, as amended by the City of Tucson. 5. Clarify the required minimum insulation for the hot water storage tank (R-8 or R-12.5); and the water set point (110 degrees Fahrenheit or 120 degrees Fahrenheit). Reference: Section 104.2, IECC 2006. 6. 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. 7. Verify that a discharge rate of 17 GPM for the elevator sump pump will comply with the requirements of ANSI-ASME A17.1. 8. Provide a complete plumbing design for the Bistro (122) and the kitchen (124), including specifications for all fixtures. Reference: Section 103.2.3, UPC 2006. 9. Clarify the activities and fixtures planned for the kitchen on the 3rd floor and the bistro on the 2nd floor. 10. Provide a letter from Pima County Industrial wastewater Control that indicating which fixtures will be required to be connected to a grease interceptor. Reference: Sections 306.1 and 1014.1, UPC 2006. 11. Show how provisions for expansion and contraction of the horizontal overflow roof drain piping will be accomplished. Reference: Section 313.2, UPC 2006. 12. Provide backflow protection for the water features. Reference: Section 603.4.6, UPC 2006. 13. A solar hot water storage tank is planned for room 327; to where will the T&P relief drain? Reference: Section 608.3, UPC 2006. 14. Provide a vacuum relief for the water heaters and storage tank located on the roof or otherwise above hot water outlets. Reference: Section 608.7, UPC 2006. 15. Clarify the transition points for the CPVC piping and the PEX tubing with respect to the branch piping in the common areas and to the piping between the mains in the common area ceilings and the distribution manifolds in the dwelling rooms. Reference: Section 103.2.3, UPC 2006. 16. Based on the water calculations on sheet P5.2, the allowable friction for the branch piping is to be 6.5 PSI per 100 feet. The use of ½" PEX tubing will result in pressure drops of 9.0 PSI per 100 feet (bar sink at 2.5 GPM) and 12.5 PSI per 100 feet (water closet and shower at 3.0 GPM each). 17. Provide calculations to verify the size of the hot water expansion tank for ST-1. Reference: Section 103.2.3, UPC 2006. 18. Provide an indirect waste connection for the water softener. Reference: Section 801.4, UPC 2006. 19. Modify the trap arm lengths shown in the wet-vented stack diagrams to conform to Table 10-1, UPC 2006. Note that the trap and trap arm for a lavatory may not be increased more than one size larger than the minimum trap size shown in Table 7-3. Reference: Sections 1002.2 and 1003.3, UPC 2006. 20. Provide a downstream vent for the gravity grease interceptor. Reference: Section 1009.4, UPC 2006. 21. Coordinate the gas piping design with the specified boilers; the boilers are each specified with a 675 MBH input but the piping is based on inputs of only 500 MBH. Revise the piping design as required. Reference: Section 1209.4.2, UPC 2006. |
| 10/01/2010 | ERIC NEWCOMB | HC | REVIEW | Denied | 1. SEE BUILDING COMMENTS. |
| 10/13/2010 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Denied | Project:T09CM00265 3050 N Swan New Assisted Living Facility The Electrical Plans have been denied for the following: 1. Sheet E-3.1, the doors to the electrical room housing the 3000 amp SES, are required to have panic hardware or equivalent per 2005 NEC 110.26.C.2. Provide a note on this sheet indicating the doors will be provided with such. 2. Sheet E3.1, FC unit schedule for F-25 should be Panel ACA4. 3. Sheet E3.1, following circuits are spares in Panel Schedule , however used in the plan, 1UA-24,30,and 32. 4. Sheet E3.1 circuit 1A-42 spare in Panel Schedule, however used in plan. 5. Sheet E3.3, the following circuits have been used twice, since they are for individual rooms, they should be used once.Circuits 3UA1- 13,15,17,21,23,25,27,29,31,33,35,37,6,8,10,12,14,16,18,20, and 22. 6. Sheet E3.4, circuit KA1-8, should be circuit KA1-8,10,12. 7. Sheet E5.1, circuit 1A1-41 used ,marked spare in panel schedule. 8. Sheet E7.2 cannot locate following circuits, 3UB-33,35,37, also 6 thur 22,also 28 thur 34. 3UB1- 1 thur 17, 21 thur 37, 6 thur 22, and 28. 2UB-1 thur 11,39 and 34. 1UA 19 and 33. 1UB-39,30 and 33. 1B1- 1.3.17 2A1- 32,34 list FC 18. 9. Sheet E5.2 list circuit 35.37 for it's use. Ray T Majuta, PDSD, City of Tucson, Elect Plan Ck, 10/18/10, Ray.Majuta@tucsonaz.gov |
| 10/19/2010 | TERRY STEVENS | ZONING | REVIEW | Denied | 10/19/2010 Development Services Department Zoning Review Section Terry Stevens Lead Planner Comments: 1. The building plan has been reviewed by Zoning Review Section but cannot approve the plan until it has been approved by the Engineering, and Landscape Review Sections and until all zoning comments or concerns have been addressed. 2. Zoning could not verify that the building plan was in compliance with the approved site plan. Please submit two copies of the approved and stamped site, landscape, and NPPO plans with the next building plan submittal. 3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved site plan. Additional comments may be forthcoming. |
| 10/19/2010 | LOREN MAKUS | ENGINEERING | REVIEW | Needs Review | The Site Plan must be approved. |
| 11/04/2010 | GERRY KOZIOL | WWM | REVIEW | Denied | need to provide plumbing schedule to include total 3 of all fixtures and drain sizes connected to public only res fixtures counted- comm fixtures need to counted. need review/approval of grease interceptor by IWC Tom Tomchak 443-6200- 5025 W Ina RD need capacity evaluation & location/method of connection approved by PCRWRD Development unit 3rd floor- 740-6534 need review/approval for new public sewer- 2nd floor - 740-6800 |