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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T17CM02821
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/13/2017 | JVINCEN1 | FIRE | REVIEW | Reqs Change | Per section 3206.6 of the 2012 IFC, the distance to fire access roads on the north side of the building appear to exceed the maximum of 150' (parking spaces can not be counted as an access road). Also, additional doors will be required on the north side. Note on sheet A110B indicates 107'-4" between fire access doors. Section 3206.6.1.1 limits distance to 100'-0" max. Fire Lane sign (sheet A006 - detail 6) is incorrect. Please review TFD fire lane sign requirements in the modifications to the 2012 IFC. |
| 04/28/2017 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Verify the water pressure available to the site. Per Tucson Water, the water pressure range for this address will be approximately 45 to 52 PSI. |
| 05/01/2017 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Provide heating and cooling load calculations that justify the capacities of the heating and cooling equipment specified for the project. Use the exterior design temperatures shown in Table C302.1, IECC 2012 as amended by the City of Tucson. Reference: Sections C403.2.1 and C403.2.2, IECC 2012, and Section 312.1, IMC 2012. 2. Show the size, routing, and termination of the condensate drains for the AC units (not shown on the plumbing drawings). Reference: Section 307.2.1, IMC 2012 as amended by the City of Tucson. 3. Show the size, routing, and termination of the evaporative cooler drains and supply piping (not shown on the plumbing drawings). Reference: Section 107.2.1, IBC 2012. |
| 05/01/2017 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Provide an automatic faucet for the lavatory, dispensing a maximum of 0.25 gallons per metering cycle. Verify that the automatic faucet will operate for a minimum time of 10-seconds. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson and Section 606.4, ICC/ANSI A117.1-09. 2. Provide tempered water for the restroom lavatories (including the lavatory in the guard building) using approved devices conforming to ASSE 1070. Reference: Sections 416.5 and 607.1.2, IPC 2012. 3. Provide justification for using fixture units to calculate the continuous supply demand for the evaporative cooling equipment (7.35 fixture units per evaporative cooler?). Reference: Section 604.1, IPC 2012 and ASPE Data Book, Volume 2. 4. Verify that the pipe sizes called out for the flush valves will not result in water velocities greater than that recommended by the pipe manufacturer (e.g. limit the water velocity to less than 8 FPS for copper tubing). At a minimum design flow rate of 25 GPM for a siphonic, flush-valve water closet, a 1" Type L copper tube has a flow velocity of 9.7 FPS. Reference: Table 604.3, IPC 2012. 5. Clarify the nature of the three devices labeled "FS" (floor sink?) on sheet P114. If this is an outdoor sink, explain how rainwater will be prevented from entering the sanitary drain system. Reference: Section 701.5, IPC 2012 and Section 107.2.1, IBC 2012. |
| 05/01/2017 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | T17CM02821 1. Sheet CS; Building Data: The allowable area is indicated as unlimited per the IBC Section 507.3. This Section requires a one story sprinklered building surrounded by public ways or yards not less than 60 feet in width. From the overall site plan on sheet A001, and the partial site plan on sheet A003, it does not appear the building meets the width requirement at the southwest portion of the building. Please verify. 2. Sheet CS; Governing Codes: Please add the 2009 ICC/ANSI A117.1 accessibility code to that list. 3. Sheet A004; Guard House Floor Plan and Reflected Ceiling Plan: Please provide north arrows on the plans. 4. Sheet A004; Elevation 2D: The downspout indicates material/finish 9/B. There is not a material 9 in the schedule on sheet A301. Please clarify. 5. Sheet A004; Elevations 2A, 2B, 2C, and 2D: The walls indicate material/finish 8/B. Material 8 is listed as steel in the schedule on A301. Please verify. 6. Sheet A005; Section 9: The wall height indicates 8'-4" minimum. Should this be maximum? Please verify. 7. Sheet A005; Elevation 8A: Please indicate this elevation on the ramp plans. 8. Sheet A005; Ramp Plans 1, 2, and 3: A detail 17/A601 is indicated on these plans. Please revise the detail sheet number. 9. Sheet A005; Ramp Plans: Please provide north arrows on the plans. 10. Sheet A005; Ramp Plans 1, 2, and 3: Please provide the top of the slab elevations at the high and low ends of the ramp, and at intermediate landings in the ramp. 11. Sheet A005; Section 5: Where is this pad located on the plan? Please provide. 12. Sheet A006; Section 17: The City of Tucson requires all lettering (upper and lower case) to be a minimum of 3/32" in height. Please revise. 13. Sheet A007; Plans 2, 4, 5, 6, and 16: Please provide north arrows on the plans. 14. Sheet A111; Keynotes: Note 125 is indicated on the plan at grids C and 1. Please verify this is the correct location for this note. 15. Sheet A111; Keynotes: Note 125 is indicated on the plan at grids A and 7. Please verify this is the correct location for this note. 16. Sheet A111; Keynotes: Note 126 was not located on the plan. Please verify and revise the note as required. 17. Sheet A111; Keynotes: Notes 127, 132, and 133 were not located on the plan. Please verify. 18. Sheet A111; Keynotes: Note 130 references detail 9/A601. Please revise the detail reference. 19. Sheet A112; Floor Plan: Please finish the enlarged plan reference near grids F and 0.1. 20. Sheet A112; Keynotes: Near grids J and 0.1 a note 100 is indicated. This is not listed in the keynotes. Please clarify. 21. Sheet A112; Keynotes: Note 130 references detail 9/A601. Please revise the detail reference. 22. Sheets A112 and 121; Floor Plan: A section cut 3/A502 near grids G and 1 is not correct. Please verify. 23. Sheet A115; Plans 1, 2, 3, and 4: Please add a note on these plans to see sheets A112 and A113 for wall types. 24. Sheet A116; Elevation 3 (water closet): Please revise the distance from the floor to the horizontal grab bar per the ICC/ANSI Figure 604.5.1. 25. Sheet A116; Plan 2: The wall elevation indicator on the plan does not match the elevations shown. Please revise. 26. Sheet A120; Plan: Please verify all keynotes listed are indicated on the plan. 27. Sheet A120; Reflected Ceiling Plan: The enlarged plan reference at grids K and 7 indicates 4/A123. Please revise. 28. Sheet A121; Plan: The enlarged plan reference at grids H and 7 indicates 4/A123. Please revise. 29. Sheets A121 and A122: Please verify all keynotes listed are indicated on the plan. 30. Sheet A201; Plan: At the roof access door note (206), please reference the roof ladder detail 13/A801. 31. Sheet A401; Door Types: All details reference sheet A601. Please revise that reference. 32. Sheet A502; Sections 1, 2, 3, and 4: All sections reference sheet A601 in various locations. Please revise. 33. Sheet A502; Section 3: Please finish detail references on the wall. 34. Sheet A503; Section 1: Several details reference sheet A601. Please revise that reference. 35. Sheet S001; General Structural Notes: The City of Tucson requires all lettering (upper and lower case) to be a minimum of 3/32" in height. Please revise. 36. Sheet S003; Detail 23: Please provide structural calculations for the light pole foundation. 37. Sheets S111 and S112; Keynotes: Note 3 was not located on the plan. Please verify. 38. Sheet S111; Plan: Along the west wall, where the foundation jogs out from grid 7, please provide the wall footing mark. 39. Structural Calculations: Please provide key plans in the calculations for the roof framing plan, foundation plan, and lateral analysis. Identify structural elements as required for review clarity (joists, girders, columns, footings, wall panels, lintels, etc. 40. General: Please provide structural calculations and drawings for the fire pump house (see plans 5 and 6 on sheet A007, and section 17 on sheet A007), or provide information to the architect to complete design and construction requirements on the architectural plans and sections. 41. General: Please provide structural drawings for the air compressor concrete pad (detail 12 on sheet A007), or provide information to the architect to complete design and construction requirements on the architectural detail. 42. General: Please provide structural drawings for the perimeter fence footing (detail 9 on sheet A007), or provide information to the architect to complete construction requirements on the architectural detail. 43. General: Please provide written responses to all review comments. |
| 05/04/2017 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 05/10/2017 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments. Also provide a written response. #1. There is no electrical layout for the fire pump and associated equipment. Please advise. #2. Ref: Plan Sheet E413. Designate a branch circuit and panel for the equipment in the server room, # 145. #3. Ref: Plan Sheet E511. Provide specs for the transfer switch. #4. Ref: Plan Sheet E512, E514. (a). The main breaker for panel FPL shows 60amp per the panel schedule. The one line shows50amp. (b). Indicate the OCPD sizes for all circuits and feeders on the panel schedule for panel CEHE. #5. Provide a branch circuit and panel designation for Fire Alarm booster panel A and the Fire Alarm control panel. #6. Provide full compliance with the TUCSON/PIMA COUNTY OUTDOOR LIGHTING CODE for the exterior lighting. Can be downloaded from www.tucsonaz.gov/pdsd. Ref: 2012 IBC sec. 107.2.1, 2011 NEC |
| 05/18/2017 | GERRY KOZIOL | WWM | REVIEW | Reqs Change | The following is needed for Sewer Connection Fee Application Approval: Need Type III Capacity – transmit electronically to: RWRDCapacityResponse@pima.gov Need water meter clarification(Plumbing plans indicate a 2” water meter while the DP indicates a 1-1/2” water meter) Needs COT review of connection to existing on-site private sewer (Is a Joint Use Sewer Maintenance Agreement Required?) |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/13/2017 | MMENDIB1 | OUT TO CUSTOMER | Completed |