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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T13CM06793
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/12/2013 | KEN BROUILLETTE | FIRE | REVIEW | Approved | |
| 11/12/2013 | RONALD BROWN | ADA | REVIEW | Passed | |
| 11/19/2013 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET A.003; RESTROOM FIXTURE CALCULATIONS: THE FIRST LINE REFERENCES THE 2006 IBC. REVISE THE REFERENCE AND VERIFY THE CALCULATIONS PER THE 2012 IBC. 2. SHEET A.003; RESTROOM FIXTURE CALCULATIONS: NOTE 1 REFERENCES A SECTION THAT IS FROM THE 2006 IBC. REVISE THE REFERENCE. 3. SHEET A.003; RESTROOM FIXTURE CALCULATIONS: NOTE 2 REFERENCES AN EXCEPTION THAT IS FROM THE 2006 IBC. THIS REFERENCE IS NOT RELATIVE TO THE 2012 IBC. REVISE THE REFERENCE AND VERIFY THIS PER THE 2012 IBC. 4. SHEET A.003; EGRESS/OCCUPANT LOAD DIAGRAM: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE SQUARE FOOTAGE AND OCCUPANCY LOAD VERBIAGE. 5. SHEET A.003; EGRESS/OCCUPANT LOAD DIAGRAM: PER THE IBC SECTION 1108.2.9.1, AT LEAST 5% OF THE DINING AND DRINKING SURFACES MUST BE ACCESSIBLE. THE BAR DOES NOT INDICATE AN ACCESSIBLE AREA. CLARIFY. 6. SHEET A.003; OCCUPANT LOAD SIGN: A NOTE INDICATES "OCCUPANCY PER U.B.C. OCCUPANT LOAD REQUIREMENTS". REVISE THIS TO THE IBC. 7. SHEET A.003; OCCUPANT LOAD/EGRESS CALCULATIONS: A REFERENCE IS MADE TO THE IBC TABLE 1005.1 FOR THE EXIT WIDTH. REVISE THE REFERENCE TO THE 2012 IBC AND VERIFY THE EGRESS WIDTH REQUIRED. 8. SHEET A.003; USE + OCCUPANCY: REFERENCE IS MADE TO THE IBC SECTION 302 FOR THE OCCUPANCY USE. REVISE THE REFERENCE TO THE 2012 IBC. 9. SHEET A.003; USE + OCCUPANCY: REFERENCE IS MADE TO THE IBC SECTION 304 FOR THE OCCUPANCY TYPE. REVISE THE REFERENCE TO THE 2012 IBC. 10. SHEET A.003; ADA SEATING CALCULATIONS: REFERENCE IS MADE TO THE 2012 ADA FOR SEATING REQUIREMENTS. REVISE THE REFERENCE TO THE 2009 ICC/ANSI A117.1 AND VERIFY THE SEATING. 11. SHEET A.101: THERE IS A ROOM SOUTH OF THE EXISTING ELECTRICAL ROOM THAT IS NOT IDENTIFIED ON ANY PLAN. IS THIS MORE OF THE EXISTING ELECTRICAL ROOM? VERIFY. 12. SHEET A.201; MEN'S RESTROOM: THE PLAN INDICATES 8 URINALS AND 1 WATER CLOSET IN THE MEN'S RESTROOM (ROOM 105). THE IBC TABLE 2902.1 REFERENCES THE 2012 IPC, SECTION 419.2, FOR URINALS. THIS SECTION INDICATES URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE REQUIRED WATER CLOSETS. SINCE 6 TOTAL ARE REQUIRED, AT LEAST 2 MUST BE WATER CLOSETS. VERIFY THOSE REQUIREMENTS ARE MET. 13. SHEET A.201; FLOOR PLAN: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE ROOM NAME/NUMBER VERBIAGE. 14. SHEET A.202; KEYED NOTES: THE DETAIL REFERENCE (X/901) IS NOT COMPLETED. VERIFY. 15. SHEETS A.205 AND A.206; KEYED NOTES: NOTE 15 WAS NOT LOCATED ON THE PLANS. VERIFY. 16. SHEET A.301: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE KEYED NOTE CALL-OUTS AND SECTION CUTS ON THE ELEVATIONS. 17. SHEET A.301; KEYED NOTES: VERIFY NOTES 3, 4, 6, AND 7 ARE CORRECT. 18. SHEET A.301; KEYED NOTES: ON ELEVATIONS 1 AND 2, A NOTE 8 IS INDICATED. THERE IS NO NOTE 8 IN THE LIST. CLARIFY. 19. SHEET A.301; KEYED NOTES: FINISH THE DETAIL REFERENCE FOR THE TV SUPPORT FRAME IN NOTE 6. 20. SHEETS A.501 AND A.502; KEYED NOTES: THERE IS AN INDICATION THAT NOT ALL KEY NOTES ARE USED ON THESE ELEVATIONS. REMOVE THOSE NOTES. 21. SHEET A.601; SECTION 3: PROVIDE SPECIFIC NOTES AND DETAILS ON THIS SECTION AS REQUIRED FOR THE CONNECTION OF THE "CLOUD" FRAMING, OR ADD A REFERENCE TO THE STRUCTURAL DRAWINGS. 22. SHEET A.901; SECTION 1: PROVIDE THE BRACING SIZE AND CONNECTION OF THE BRACING TO THE TOP OF THE WALL. INCLUDE AN ADDITIONAL DETAIL FOR THE CONNECTION OF THE BRACING TO THE EXISTING STRUCTURE ABOVE. SPECIFY CONNECTOR QUANTITY AND SIZE. 23. SHEET S1.00; GENERAL STRUCTURAL NOTES (BUILDING CODE): A NOTE INDICATES THE 2006 IBC WAS USED. REVISE THAT NOTE AND VERIFY THE STRUCTURAL DESIGN MEETS THE REQUIREMENTS OF THE 2012 IBC. 24. SHEET S1.00; GENERAL STRUCTURAL NOTES (FOUNDATIONS): A NOTE INDICATES A SOIL REPORT WAS USED IN THE DESIGN OF THIS PROJECT. PROVIDE A COPY OF THAT REPORT FOR REVIEW. 25. SHEET S1.00; GENERAL STRUCTURAL NOTES (FOUNDATIONS): REVISE THE MINIMUM BEARING DEPTH DIMENSION AND FILL DIMENSION. 26. SHEET S1.00: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE GENERAL STRUCTURAL NOTES. 27. ALL STRUCTURAL SHEETS; LOCATION OF DETAILS: ADD SHEET S2.02 TO THIS LIST AND REMOVE SHEET S2.00. 28. SHEET S1.01: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE SCHEDULES AND NOTES. 29. ALL STRUCTURAL SHEETS; LOCATION OF DETAILS: A NOTE BELOW THE SHEET INDEX REFERENCES SHEET S1.1. REVISE THAT SHEET NUMBER. 30. SHEEETS S2.01 AND S2.02: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE FOUNDATION NOTES. 31. SHEET S2.01; FOUNDATION KEYNOTES: NOTE 1 WAS NOT LOCATED ON THE PLAN. VERIFY. 32. SHEET S2.01 (FOUNDATION PLAN); DETAIL 109: IS DETAIL 109 CUT ON THE PLAN NORTH OF GRID F AND EAST OF GRID 2 CORRECT? VERIFY. 33. SHEET S2.01; FOUNDATION PLAN: IS DETAIL 114 CUT ON THE PLAN NORTH OF GRID E AND EAST OF GRID 2 CORRECT? VERIFY. 34. SHEET S2.01; FOUNDATION PLAN: A DETAIL 125 IS CUT NORTH OF GRID G AND EAST OF GRID 3. THE DETAIL INDICATES THE NEW COLUMN SITTING ON AN EXISTING FOUNDATION WALL, WHILE KEY NOTE 2 AT THAT LOCATION INDICATES AN EXISTING STEEL STUD WALL ON TOP OF A MASONRY WALL. CLARIFY. 35. SHEET S2.02; FRAMING KEYNOTES: REVISE THE SHEET REFERENCE ON NOTE 24. 36. SHEET S3.00; DETAIL 102: NOTE 5 POINTS TO BOTH COLUMNS IN THIS DETAIL. VERIFY. 37. SHEET S3.00; DETAIL 102: THE 3/16" WELD ON THE LEFT SIDE OF THE DETAIL HAS ONE ARROW POINTING TO THE EXISTING COLUMN WEB. VERIFY. 38. SHEET S3.00; DETAIL 108: NOTE 5 REFERENCES DETAIL 107 FOR ADDITIONAL INFORMATION. VERIFY THAT REFERENCE. 39. SHEET S3.00; DETAILS 110 AND 111: NOTE 6 REFERENCES DETAIL 101 FOR A WOOD PLATE. VERIFY THAT REFERENCE. 40. SHEET S3.00; DETAIL 111: NOTE 9 REFERENCES DETAIL 101 FOR WOOD BLOCKING. VERIFY THAT REFERENCE. 41. SHEET S3.00; DETAIL 112: NOTE 5 REFERENCES DETAIL 101 FOR WOOD BLOCKING. VERIFY THAT REFERENCE. 42. SHEET S3.00; DETAIL 113: THE NEW SLAB INDICATED BY NOTE 2 SHOULD BE SHOWN AS SOLID LINES. 43. SHEET S3.00; DETAIL 113: ARE BOTH DOWELS INDICATED BY NOTE 6 EXISTING? VERIFY. 44. SHEET S3.00; DETAIL 116: NOTE 9 REFERENCES DETAIL 109 FOR A THICKENED SLAB. VERIFY THAT REFERENCE. 45. SHEET S3.00; DETAIL 118: PROVIDE THE ANCHOR SIZE AND SPACING FOR THE LEDGER REFERENCED IN NOTE 4. 46. STRUCTURAL CALCULATIONS; COVER SHEET (GENERAL INFORMATION): THIS SHEET REFERENCES THE 2006 IBC. REVISE THAT NOTE AND VERIFY THE STRUCTURAL DESIGN MEETS THE REQUIREMENTS OF THE 2012 IBC. 47. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 11/25/2013 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 12/04/2013 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 12/04/2013 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Clarify the plumbing code to be used for this activity. The plumbing notes on sheet P.201 refer to the 2012 IPC but the Regulatory Agency Summary on sheet A.001 and the Applicable Codes, Criteria and Policy notes on sheet A.003 refer to the 2012 UPC. This review has been made using the 2012 IPC. 2. Verify that the tempered water for the lavatories will be provided using thermostatic mixing valves conforming to ASSE 1070. Reference: Sections 416.5 and 607.1, IPC 2012. 3. Flush tank water closets were used for calculating the total demand and determining pipe sizes but the Plumbing Fixture Schedule on sheet P.201 specifies water closets with flush valves. Coordinate the calculations with the specified fixtures. Reference: Section 604.3, IPC 2012. 4. If flush valve water closets are to be installed, 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 piping). At a minimum design flow rate of 25 GPM for a siphonic, flush-valve water closet, a 1" Type L copper pipe has a flow velocity of 9.7 FPS. Reference: Table 604.3, IPC 2012. 5. Clarify the reason for using an indirect waste connection for the dishtable sink, SK-1. Reference: Section 802.1, IPC 2012. 6. All plumbing fixtures that are not used for food storage, preparation or handling shall be directly connected to either the sanitary drain system or the grease drain system. Reference: Section 802.1, IPC 2012. 7. Provide a note directing the contractor to provide separate indirect waste pipes for each compartment of the 3-compartment sink to protect against cross-contamination or fouling. Reference: Sections 801.2 and 802.1.8, IPC 2012. |
| 12/06/2013 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Revise the font used on the drawings to a minimum height of 3/32-inch (see sheet M.101). Reference: Section 107.2.1, IBC 2012. 2. With regard to the hood fire protection detail on sheet M.202, the Scottsdale Fire Department would prefer that you obtain a permit and inspection of the hood fire protection system from the Tucson Fire Department. 3. Provide heating and cooling load calculations that justify the capacities of the heating and cooling equipment specified for the project. Reference: Sections C403.2.1 and C403.2.2, IECC 2012. 4. The portion of the building shell being modified in this activity does not appear to have been conditioned. Section C101.4.5, IECC 2012 requires the space to be brought into full compliance with the current energy code (including the "Additional Efficiency Package Requirements", Section C406, IECC 2012). Provide energy code compliance calculations for the building envelope; use the climate zone for Tucson. 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 C103.2 and C401.2, International Energy Conservation Code 2012. 5. Provide specifications for the proposed scrubber along with details showing its installation requirements. Reference: Section 107.2.1, IBC 2012. 6. Show that the make-up air unit and the scrubber can be installed between the ceiling and the existing second floor slab and have adequate space for operation and maintenance access per the manufacturer's installation instructions. Reference: Sections 304.1 and 306.1, IMC 2012. 7. Provide structural calculations and details to show how the kitchen exhaust scrubber is to be connected to the building structure. Reference: Section 302.1, IMC 2012. 8. Provide auxiliary drain pans or secondary drain systems for the fan coil units and the make-up air unit(s). Reference: Section 307.2.3 IMC 2012. 9. Clarify the location of the intake openings for the makeup air unit (or units, if the kitchen equipment proposal is correct and there are two units). Reference: Section 401.4, IMC 2012. 10. Clarify the source of the make-up air for the restroom exhaust fan; natural ventilation of the dining/bar area cannot be relied upon to furnish this makeup air. Reference: Sections 402.1 and 403.1, IMC 2012. 11. Revise the sequence of operation for the restroom exhaust fan so that all of the air supplied to the restrooms will be exhausted The exhausted air from the restrooms shall be limited to no more than 10% of any subsequent supply air stream. Reference: Section 403.2.1 (4), IMC 2012. 12. Clarify the source of the ventilation calculations for the kitchen and storage areas; it does not appear to be from Section 403.3, IMC 2012. 13. Coordinate the Type I hood detail on sheet M.202 to correspond to the hood model that will be installed (unlike the shop drawings, the detail shows a compensating hood). Reference: Section 107.2.1, IBC 2012. 14. Clarify the size of the exhaust duct for the Type II hood; it is noted to be 9"x 9" but shown as 10"x 10" on the mechanical plan. Reference: Section 107.2.1, IBC 2012. 15. Clarify the location of the exhaust outlets for KEF-1, EF-1, EF-2, EF-3, the water heaters, and the scrubber. Reference: Sections 501.3.1, and 501.3.1.1, IMC 2012 and Section 503.8, IFGC 2012. 16. Clarify the intent of the compressed gas (CO2) note on sheet M.101. Provide the total quantity of CO2 being stored and used. Reference: Section 107.2.1, IBC 2012 and Section 502.9.1, IMC 2012. 17. Revise the size of the grease ducts to provide a minimum velocity of 500 feet per minute. Reference: Section 506.3.4, IMC 2012. 18. Coordinate the mechanical design with the kitchen equipment proposal to use the same type and number of appliances. Reference: Section 107.2.1, IBC 2012. 19. Show how the proposed patio heaters will be installed in accordance with their listing (e.g. minimum mounting height, clearance to combustibles, etc.). Reference: Section 303.1, IFGC 2012. 20. Specify the type of venting systems, the terminations of the vents and the venting materials to be used for the proposed low-intensity infra-red heaters. Reference: Section 503.1, IFGC 2012. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/13/2013 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 12/13/2013 | CPIERCE1 | REJECT SHELF | Completed |