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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL TI
Permit Number - T10CM01810
Review Name: COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/08/2010 | DAVE MANN | FIRE | REVIEW | Denied | Fire Comments: Stairs that will serve the future apartments will need to be enclosed. SeeIFC 1020-Ex. 5. 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. |
| 07/09/2010 | RONALD BROWN | ADA | REVIEW | Denied | Please reference the Building comments |
| 07/09/2010 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Denied | 1. Please insert ADAAG for all accessibility requirements in the list of Codes and Standards on pages A-0.1 and also A-0.3. 2. The bottom of the larger SIGN is to be at 7'-0" as per COT DOT standards. SHEET A-1.2 3. At detail 1/A-1.2: a. Generic details are not acceptable. Please provide large scale details of each different layout of accessible parking as per the floor plan design. b. The parking signage is to be located outside of the the 18' deep parking area. Please provide a parking detail as per detail A/sheet 1 of 5 of the Development Package. c. Please show the signage on all floor plans. SHEET A-1.1 4. Please provide a curb ramp and 2' wide detectable warning strip at the top the accessible parking aisle. SHEET A-2.2 5. For all floor plans, please provide a north arrow. 6. Please provide a 3' wide detectable warning strip paralleling the front of the two accessible parking spaces and three regular spaces (from column lines E to C) just on the edge of the front end of the parking spaces and accessible parking aisle. 7. Please provide a 3' wide detectable warning strip in front of the two standard parking spaces located in the South East corner, turn the corner at the marked aisle and line the West and North ends of the marked aisle to the curb of the ramp. SHEET A-2.3 8. Provide a 3' wide detectable warning strip paralleling and just South of Column line F from column line 8 to just before column line 11, turn north along the marked aisle and then turn East to the curb of the ramp. 9. Provide a 3' wide detectable warning strip just South of and running parallel with column line F from column line 2 to 1.5, turn North along the side of the corner leave out and then turn West to column line 1. Run just parallel and just to the East along column line 1 from the edge of the corner leave out to column line A. 10. All detectable warnings are to be positioned in the accessible route just on the edge of the parking area and are to be compliant with ADAAG, Section 4.29.5. 11. Provide dimensions of all accessible parkings spaces on all floor plans. 12. Locate accessible parking signs on all floor plans. SHEET A-2.4 13. DITTO Comments 8, 9, and 10 above. 14. Provide registrant's signature on all seals of all sheets. 15. Please provide completed Special Inspection Certifications for review and approval. JULY 12, 2010 T10CM01810 PLAZA CENTRO PARKING GARAGE STRUCTURAL COMMENTS BY ERIC NEWCOMB 16. GENERAL: ALL DRAWINGS MUST BE SIGNED AND DATED BY THE ENGINEER OF RECORD, INCLUDING LICENSE EXPIRATION DATE. 17. SHEET S-1.12; DETAIL 1: COMPLETE THE BOXED NOTE AT THE TOP OF THE PAGE (RE: REINFORCEMENT HOOKS). 18. SHEET S-1.13; DETAIL 8: THE TOP OF SECTION A-A WAS CUT OFF. REVISE. 19. SHEET S-1.15; DETAIL 1: THE REFERENCE DETAIL AT THE BOTTOM OF THE 'TYPICAL COLUMN TIE LAYOUT' IS UNFINISHED. CLARIFY. 20. SHEET S-1.21; DETAILS 12 AND 16: THE TOP OF THE SECTIONS WERE CUT OFF. REVISE. 21. SHEET S-1.21; DETAIL 16: COMPLETE THE BOXED NOTE (RE: TENDON LAYOUTS). 22. SHEET S-1.22; DETAIL 1(E): TWO REFERENCE DETAILS ARE INCOMPLETE. CLARIFY. 23. SHEET S-1.22; DETAIL 11: THE REFERENCE DETAIL IS INCOMPLETE. CLARIFY. 24. SHEET S-1.22; DETAIL 9: TWO REFERENCE DETAILS ARE INCOMPLETE. CLARIFY. 25. SHEET S-1.31; DETAIL 1 (WALL NOTES): NOTES 4, 5, AND 6 HAVE INCOMPLETE DETAIL REFERENCES. CLARIFY. 26. SHEET S-1.31; DETAIL 9: ALL FOUR WALLS HAVE REFERENCE DETAILS THAT ARE INCOMPLETE. CLARIFY. 27. SHEET S-1.31; DETAIL 11: THE REFERENCE DETAIL IS INCOMPLETE. CLARIFY. 28. SHEET S-1.42; DETAIL 1 (NOTES): NOTE 3 HAS AN INCOMPLETE DETAIL REFERENCE. CLARIFY. 29. SHEET S-1.42; DETAIL 1: THE 'METAL DECK CONSTRUCTION SCHEDULE' IS INCOMPLETE. CLARIFY. 30. SHEET S-2.01; FLOOR PLAN: ENLARGE THE DETAIL REFERENCES ON GRIDS 2, 9, AND 11 SO THE LETTERING IS A MINIMUM HEIGHT OF 3/32". 31. SHEET S-2.01; FLOOR PLAN: ENLARGE THE DIMENSIONS EAST OF GRID 11 SO THE NUMBERS ARE A MINIMUM HEIGHT OF 3/32". 32. SHEET S-2.02; PLAN: ENLARGE ALL LETTERING AND NUMBERS TO A MINIMUM HEIGHT OF 3/32". 33. SHEET S-2.03; PLAN: ENLARGE ALL LETTERING AND NUMBERS TO A MINIMUM HEIGHT OF 3/32". 34. SHEET S-2.04; PLAN: ENLARGE ALL LETTERING AND NUMBERS TO A MINIMUM HEIGHT OF 3/32". 35. SHEET S-2.05; PLAN: ENLARGE ALL LETTERING AND NUMBERS TO A MINIMUM HEIGHT OF 3/32". 36. SHEETS S-2.01 THROUGH S-2.05; PLANS: ARE THESE SHEETS COMPLETE CONCERNING THE LIVE LOAD MAPPING? VERIFY. 37. SHEET S-2.11A; FRAMING PLAN: REVISE THE REFERENCE FOR THE FOOTING AT GRIDS B AND 11. 38. SHEET S-2.11A (FRAMING PLAN); STRUCTURAL CALCULATIONS (PAGE 289): FOOTINGS AT GRIDS R1 AND B AND GRIDS R7 AND E ARE DENOTED AS F1 (6'-0" SQ.) ON THE PLAN, BUT AS F3 (8'-0" SQ.) IN THE CALCULATIONS. CLARIFY. 39. SHEET S-2.11A; FRAMING PLAN: REVISE THE REFERENCE FOR THE FOOTING AT GRIDS R7 AND E. 40. SHEET S-2.11A; FRAMING PLAN: REVISE THE REFERENCE FOR THE FOOTING AT GRIDS 11 AND A. 41. SHEET S-2.11A; FRAMING PLAN: REVISE THE REFERENCE FOR THE FOOTING AT GRIDS 12 AND F.6. 42. SHEET S-2.11B; FRAMING PLAN: ADD THE REFERENCE FOR THE FOOTING AT GRIDS 0.5 AND AA. 43. SHEET S-2.11B; FRAMING PLAN: REVISE THE REFERENCE FOR THE FOOTING AT GRIDS 1.9 AND A. 44. SHEET S-2.11B; FRAMING PLAN: ADD A DETAIL REFERENCE FOR THE FOOTING AT STAIR #2. 45. SHEET S-2.11B; FRAMING PLAN: MOVE THE REFERENCE FOR THE FOOTING AND COLUMN AT GRIDS 6 AND F.5 FOR CLARITY. 46. SHEET S-5.11; PLANS A AND D: ARE THE WALL FOOTING SIZES AND REINFORCEMENT INDICATED ON THE DRAWINGS? CLARIFY. 47. GENERAL: COMPLETE THE SPECIAL INSPECTION FORMS FOR APPROVAL. 48. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS END OF REVIEW |
| 07/16/2010 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide plans sealed by an Arizona Registrant. Reference: Arizona Revised Statutes 32-125, Board of Technical Registration Rules R4-30-304. 2. Section R4-30-304 of the Rules of the Arizona State Board of Technical Registration, states that a notation shall be placed beneath the seal, either written, typed, or electronically generated, that provides the day, month, and year of the expiration of current registration. (Effective March 8, 2008). 3. Show the size, routing, and termination of the condensate drain for SFC-1. Reference: Section 307.2, IMC 2006 and Section 814.0, UPC 2006. |
| 07/16/2010 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide plans sealed by an Arizona Registrant. Reference: Arizona Revised Statutes 32-125, Board of Technical Registration Rules R4-30-304. 2. Section R4-30-304 of the Rules of the Arizona State Board of Technical Registration, states that a notation shall be placed beneath the seal, either written, typed, or electronically generated, that provides the day, month, and year of the expiration of current registration. (Effective March 8, 2008). 3. Provide a site drawing showing the size, route, and slope of the building sewer. Indicate the approximate location of the connection to the public sewer. Reference: Section 103.2.3, UPC 2006. 4. The hub drain design shown in detail 1/P-1.0 is acceptable for use as an indirect waste receptor as shown, with the trap located at least 6" above the floor. If the trap is not to be above the floor, provide an indirect waste receptor that complies with the requirements of Sections 411.1 and 804.1, UPC 2006. 5. Clarify the vent size for the hub drain; it is 4" in detail 1/P-1.0 and 3" in the drain schedule. Reference: Section 103.2.3, UPC 2006. 6. Provide the rim elevation of the next upstream sanitary manhole and the first floor elevation. Determine the need for a backwater valve per Section 710.1, UPC 2006, as amended by the City of Tucson. 7. Coordinate the storm drain and overflow drain designs shown on sheets P-3.1, P-2.3, and P-2.2 for the drainage areas, pipe sizes, and the drain types (i.e. area drains or roof drains). Show all of the pipe sizes. Reference: Section 103.2.3, UPC 2006. 8. Provide calculations to show that the 3rd level scupper (detail 16/A-6.3) is hydraulically equivalent to the minimum scupper requirements noted in Section 1101.11.2.1, UPC 2006. 9. Provide cleanouts for the horizontal storm drain and overflow drain piping shown on sheet P-2.2 as required by Sections 719.0 and 1101.12.1, UPC 2006. 10. Provide cleanouts at the base of the storm drain and overflow drain conductors per Section 1101.12.2, UPC 2006. 11. The ramp areas shown on sheets A-2.2 and A-2.3 call for scuppers and the ramp area on sheet A-2.4 calls out a curb cut for drainage, clarify the dimensions of these items and the total areas they are to drain. Reference: Section 103.2.3, UPC 2006. |
| 07/16/2010 | ROBERT SHERRY | WATER | REVIEW | Denied | Tucson Water requires the water meters to be located at the property line. Provide a letter from Tucson Water indicating that the proposed location is acceptable to them. |
| 07/20/2010 | STEVE SHIELDS | ZONING | REVIEW | Denied | PDSD TRANSMITTAL FROM: Steve Shields Lead Planner PROJECT: Plaza Centro T10CM01810 Building Plan (1st Review) TRANSMITTAL DATE: July 20, 2010 1. The foundation plan has been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. Zoning could not verify that the foundation plan was in compliance with the approved Development Package. 3. Zoning will re-review the foundation plan on the next submittal to insure compliance with the approved Development Package. Additional comments may be forthcoming. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 C:\planning\grading\t10cm01810.doc RESUBMITTAL OF THE FOLLOWING IS REQUIRED: |
| 07/23/2010 | GERRY KOZIOL | WWM | REVIEW | Denied | need to provide approved DP with point and location of connection need capcity evaluation 3rd floor Public Works bldg- Kurt Stemm- 740-6607 need letter of approval to construc by P.D.E.Q. 7th floor bank of America bldg- 243-7400 (some floor, sinks drains in diesel pumping room and drain in trash area may have additional requirements) need to indicate use of hub drains. need to indicate elevator pump and point of termination for drain |
| 07/29/2010 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Denied | Project: T10CM01810 345 E Congress New Parking Garage The Electrical Plans have denied for the following: 1. Commercial Submittal Requirements for the City of Tucson dictate the following--- Electrical drawings above 400 amps to be sealed by EE, signed and dated. A complete fault current analysis 2006 IECC Light Budget Calculations Show compliance with The City of Tucson Outdoor Code -- Ordinance # 10135. All light fixtures to show voltages they operate on 2. Fixtures with the designation 4 on the plans do not appear to be circuited. 3. Provide the feeder size and conduit size for the conductors from Utility to the MSB switchgear, the contractor is required to install these. Ray T Majuta PDSD, City of Tucson, Elect Plan Check, 7/31/10 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/12/2010 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 08/12/2010 | SUE REEVES | REJECT SHELF | Completed |