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Permit Review Detail

Permit Number: T14CM04220
Parcel: 137055390

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T14CM04220
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/11/2014 MARTIN BROWN FIRE REVIEW Approved
07/18/2014 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEET CS; BUILDING CODES: ADD THE 2009 ICC/ANSI A117.1 ACCESSIBILITY CODE TO THIS LIST.
2. SHEET A1.0; FLOOR PLAN: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE DETAIL AND ELEVATION CALL-OUTS AND VERBIAGE (ROOMS 101, 102, 104, 105, 106, ETC.).
3. SHEET A1.0; FLOOR PLAN: IN THE KITCHEN AT THE THREE COMPARTMENT SINK, A DETAIL 4/A6.1 IS REFERENCED. VERIFY THIS IS CORRECT.
4. SHEET A1.0; FLOOR PLAN KEYED NOTES: NOTES 22, 37, 39, 90, AND 109 WERE NOT LOCATED ON THE PLANS. VERIFY.
5. SHEETS A1.0, A1.1, A1.2, AND A2.0 (FLOOR PLAN); SHEETS S2.0 AND S3.0: COORDINATE THE NORTH ARROW DIRECTION.
6. SHEET A1.2: DARKEN THE BUILDING PLAN.
7. SHEET A3.0; WEST EXTERIOR ELEVATION: IS THIS THE WEST ELEVATION? VERIFY.
8. SHEET A3.0: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE ELEVATION VERBIAGE AND THE DETAIL REFERENCES.
9. SHEET A3.0; WEST EXTERIOR ELEVATION: THE DETAIL REFERENCE 10/A6.2 AT THE PLANT SCREEN IS NOT CORRECT. REVISE.
10. SHEET A3.0; EAST EXTERIOR ELEVATION: IS THIS THE EAST ELEVATION? VERIFY.
11. SHEET A3.1; NORTH AND SOUTH EXTERIOR ELEVATIONS: VERIFY THE DIRECTION OF THE ELEVATIONS IN THE TITLE.
12. SHEET A3.1: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE ELEVATION VERBIAGE AND THE DETAIL REFERENCES.
13. SHEET A3.1; NORTH EXTERIOR ELEVATION: THE MATERIAL/FINISH INDICATOR AT THE AWNING ON THE LEFT SIDE INDICATES 05 (STONE VENEER). REVISE.
14. SHEET A3.1; SOUTH EXTERIOR ELEVATION: THE DETAIL REFERENCE 10/A6.2 AT THE PLANT SCREEN IS NOT CORRECT. REVISE.
15. SHEET A4.0: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE ROOF VERBIAGE ON THE PLAN.
16. SHEET A4.0; ROOF PLAN: PROVIDE THE HVAC WEIGHT OF THE UNIT LEFT OF THE MAIN ENTRANCE.
17. SHEET A5.0: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE SECTION'S VERBIAGE.
18. SHEET A6.0; DETAILS 9 AND 10: NOTE 1 INDICATES 'FRAMING PER PLANS'. PROVIDE A SPECIFIC REFERENCE FOR THAT FRAMING.
19. SHEET A6.0; DETAIL 12: THE DIMENSION ON THE LEFT INDICATES 1'-6". SHOULD THAT BE TO THE FLOOR? VERIFY.
20. SHEET A6.0; DETAIL 12: THE DIMENSION ON THE LEFT INDICATES AN 'EQUAL' AT THE TOP. WHAT IS THAT EQUAL MEASURED TO? INDICATE ON THE DETAIL.
21. SHEET A6.0; DETAIL 11: A NOTE ON THE BRACKETS INDICATES THE BRACKETS AT 4'-0" O.C. THEY ARE SHOWN AS ATTACHING TO 2X FRAMING. CALL OUT ON THE DETAIL HOW THE BRACKET IS ATTACHED TO THE FRAMING.
22. SHEET A6.1; DETAIL 1: NOTE 7 IS NOT SHOWN ON THE DETAIL. VERIFY.
23. SHEET A6.1; DETAIL 13: FINISH THE DETAIL REFERENCE IN THE FIRST NOTE ON THE LEFT.
24. SHEET A9.0: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE ENVELOPE COMPLIANCE CERTIFICATE VERBIAGE.
25. SHEET S2.0 (FOUNDATION PLAN); STRUCTURAL CALCULATIONS (PAGE 51): THE CALCULATIONS INDICATE THE WALL 6 HOLDOWNS TO BE HTT5, WHILE THE DRAWINGS INDICATE HOLDOWN 1 (HTT4). CLARIFY.
26. SHEET S2.0; FOUNDATION PLAN NOTES: NOTES 10 AND 12 WERE NOT LOCATED ON THE PLAN. VERIFY.
27. SHEET S2.0; FOUNDATION PLAN: THE WALL BETWEEN THE OUTDOOR UTILITY YARD AND THE WALK-IN FREEZER INDICATES BOTH FOOTING TYPES (DETAILS 408 AND 409). REVISE THE PLAN.
28. SHEET S2.0 (FOUNDATION PLAN); SHEET S4.0 (DETAILS 407 AND 410): THE WALL BETWEEN THE COOLER/FREEZER AND THE KITCHEN INDICATES THE WALL FOOTING EXTENDS PAST THE EXTERIOR WALL LINE, WHILE THE DETAILS INDICATE THE FOOTING STOPS AT THE EXTERIOR WALL LINE. CLARIFY.
29. SHEET S2.0; FOUNDATION PLAN: AT THE FOUNDATION BETWEEN THE PATIO AND THE DINING AREA, THE DETAIL INDICATOR 403 SHOULD BE 403A. REVISE.
30. SHEET S2.0 (FOUNDATION PLAN); SHEET S3.0 (ROOF FRAMING PLAN): SHOULD THE FOOTING FOR THE INTERIOR WALL AT THE DOUBLE WALL CONDITION AT THE EAST AND SOUTH WALLS HAVE A FOOTING INDICATED? IT IS A BEARING AND SHEAR WALL. VERIFY.
31. SHEET S3.0; ROOF FRAMING PLAN NOTES: NOTE 6 WAS NOT LOCATED ON THE PLAN. VERIFY.
32. STRUCTURAL CALCULATIONS; PAGE 48: WHERE IS THIS WALL LOCATED ON THE PLANS? VERIFY.
33. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
07/23/2014 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Revise the font size used on the drawings to a minimum of 3/32-inch (e.g. the grease interceptor calculation on sheet P4). Reference: Section 107.2.1, IBC 2012.
2. The plumbing fixture schedule shows a water closet, W-3, that doesn't appear on the plumbing plan; where is it located? Reference: Section 107.2.1, IBC 2012.
3. Where does detail 6/P5 occur? Note that an island vent connects to a fixture drain (i.e. a single fixture), not a fixture branch. Reference: Section 107.2.1, IBC 2012 and Section 916.2, IPC 2012.
4. Provide automatic faucets for the lavatories, dispensing a maximum of 0.25 gallons per metering cycle. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson.
5. Provide tempered water for the lavatories and public hand-washing sinks in restrooms using approved devices conforming to ASSE 1070. The specified Watts USG-B is listed per ASSE 1070, not ASSE 1016. Note that the Watts LF1170 (called out as "MV" in the plumbing fixture schedule - keynote #3 on sheet P2?) is listed per ASSE 1017 and cannot be used for tempering water temperature at fixtures or where ASSE 1016, 1069, or 1070 listed mixing valves are required. Reference: Sections 303.2, 416.5, and 607.1.2, IPC 2012.
6. Revise the water distribution system design criteria to provide a realistic pressure drop for the specified reduced pressure zone backflow prevention assembly (typically at least 10 PSI as presented by the manufacturer) Verify the maximum developed pipe length used in the calculations; the civil drawing calls out 270 feet from the meter to the building entrance. Reference: Section 604.1, IPC 2012.
7. Verify that the pipe sizes called out for the water closet 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.
8. Appliances (e.g. coffee brewers, ice makers, etc) to be directly connected to the water supply system that do not have listed, integral backflow preventers or integral air gaps conforming to Section 608.13.1, IPC require backflow prevention. Specify the type of backflow prevention device required for each water connection. Reference: Sections 608.1 and 608.3, IPC 2012.
9. An approved 2-way cleanout fitting is a single fitting, not a field-assembled group of individual fittings as shown in detail 3/P5. Reference: Sections 708.3.5 and 708.5, IPC 2012.
10. An approved 2-way cleanout fitting is allowed to be used at the junction of a building drain and a building sewer; otherwise, cleanouts shall open to allow cleaning in the direction of flow. Reference: Sections 708.3.5 and 708.5, IPC 2012.
11. Verify that all of the vents (except for vents serving interceptors located outdoors) rise vertically to at least 6" above the flood rims of the fixtures they protect prior to running horizontally (e.g. the floor sink in room 105). Reference: Section 905.4, IPC 2012.
12. Verify that all horizontal vents forming branch vents, relief vents, or loop vents are located at least 6" above the flood rim of the highest fixture served (see the vent located under the bar counter - is it at least 6" above the flood rim of the hand sink?). Reference: Section 905.5, IPC 2012.
13. Verify that the Pima County Regional Wastewater Reclamation Department will allow the trench drain located in front of the ice maker to bypass the grease interceptor. Reference: Section 1003.3, IPC 2012, as amended by the City of Tucson.
14. Hand sinks in the kitchen are allowed to connect to the sanitary waste system instead of the grease waste system only if each sink has a sign posted above it stating, "HANDWASH SINK ONLY! NO FOOD PREPARATION OR DISHWASHING ALLOWED." Reference: Section 1003.3, IPC 2012, as amended by the City of Tucson.
15. Revise the sizing calculations for the gravity grease interceptor per Section 1003.3, IPC 2012, as amended by the City of Tucson.
16. The energy compliance notes in the gas water heater schedule are based on the 2006 IECC; the 2012 IECC is the current code.
07/23/2014 ROBERT SHERRY WATER REVIEW Reqs Change Provide the size and location of the reduced pressure zone backflow prevention assembly for the water service to the building. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://cms3.tucsonaz.gov/sites/default/files/water/docs/backflow-ordinance.pdf.
07/24/2014 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. Complete the Envelope Compliance section of the energy calculations for the building envelope to show compliance to Section C401.2, IECC 2012. The output submitted for COMcheck shows "Envelope TBD: Efficiency Option must be specified". Reference: Section 406, IECC 2012.
2. Revise the energy code analysis for the building envelope, coordinating the building components used in the analysis with those shown on the drawings. The cavity insulation is shown as R-30 in the building sections, not R-38; the gross wall area is not same number as the roof area. Provide listing information for the foam roofing material that shows the R-value for 2" of foam roofing. Reference: Section C303.1, IECC 2012, as amended by the City of Tucson.
3. Specify the required U-factors and Solar Heat Gain Coefficients (SHGC) for the fenestration and doors on the architectural drawings. Reference: Section C103.2, IECC 2012.
4. Show that the proposed mechanical systems meet the requirements of Sections C403.2.2, C403.2.3, C403.2, and C403.3 (e.g. provide the mechanical energy code compliance certification from COMcheck). Reference: Section C303.1, International Energy Conservation Code 2012.
5. The 2012 International Energy Compliance Code is the relevant energy code for this project. Update the IECC notes on sheet M2 to reference the correct code sections.
6. Provide information to show how the condensate drain system has been sized. Reference: Section 307.2.2, IMC 2012.
7. Clarify the sequence of operation for the restroom exhaust fan, EF-3: is the fan controlled by a CO2 sensor or run continuously? All of the air supplied to the restrooms shall 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.
8. Provide non-combustible insulation for the makeup air duct within 18" of the Type I hood. Reference: Section 506.3.1.2.
9. Provide structural calculations and details to show that the Type I hoods are supported from the building structure in accordance with Section 507.6, IMC 2012 (the hood hanging weight plus the weight of personnel working in or on the hood). Reference: Section 302.1, IMC 2012.
10. Verify that the evaporative cooling section of the makeup air unit is equipped with a recirculating water system. Reference: Section 928.2, IMC 2012 and ARS Title 45, Chapter 1, Article 12. See text at: (http://www.azleg.state.az.us/ArizonaRevisedStatutes.asp).
07/25/2014 LEERAY HANLY ELECTRICAL-COMMERCIAL REVIEW Reqs Change Plan review has been completed and the following corrections are required. Please provide a written response to comments with plan re-submittal.

1) Provide City of Tucson Outdoor Lighting Code compliance information per section 104.2 and 104.2.1. The OLC is available on-line at http://pdsd.tucsonaz.gov/files/pdsd/codes-ordinances/2012_outdoor_lighting_code_.pdf
2) Clarify what switch "K" for restroom lighting means, and what additional circuiting symbol (box with dot and R) in restrooms mean.




If there are questions regarding this review contact:

LeeRay
520-837-4906
LeeRay.Hanly@tucsonaz.gov
07/28/2014 LOREN MAKUS ENGINEERING REVIEW Denied Development Package must be approved first.
07/30/2014 DAVID RIVERA ZONING REVIEW Reqs Change FROM: David Rivera
Principal Planner

PROJECT: T14CM04220
5421 S Calle Santa Cruz
Building plans for the Native New Yorker Restaurant

TRANSMITTAL DATE: July 30, 2014

DUE DATE: August 6, 2014

COMMENTS:

01. Zoning has reviewed the building plans as it relates to the zoning review purview of the building plans and compliance with the development package site plan. As of this plan review zoning cannot approve the plans until all the commercial plans reviewer comments have been addressed and zoning comments addressed.

02. The address listed on the cover sheet does not match the address listed on the application. Clarify which is correct and revise as required.

03. The building elevations appear to be labeled with the incorrect north, south, east, and west directions. Review the building elevations and revise as required based on the correct north direction.

04. Additional comments may be forthcoming on the next review based on the zoning response comments and revisions the site plans as well as any changes to the building plans.


If you have any questions about this transmittal, please call David Rivera, (520) 791-5608.

Final Status

Task End Date Reviewer's Name Type of Review Description
08/07/2014 CPIERCE1 REJECT SHELF Completed