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Permit Review Detail

Permit Number: T05CM05124
Parcel: 140420150

Address:
2660 E MEDINA RD

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T05CM05124
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/16/2006 MARTIN BROWN FIRE REVIEW Denied 1) Provide complete sprinkler design criteria on plans.
2) Verify clear access to Fire Department Connection.
02/27/2006 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. The applicable code for all commercial plumbing projects is the 2003 Uniform Plumbing Code with Local Amendments.
2. All plans require a minimum of 1/8" type, all uppercase. Reference Section 103.2.3, UPC 2003.
3. Revise the plumbing marks for the fixtures and the building names to be consistent from sheet to sheet. Reference Section 103.2.3, UPC 2003.
4. Provide fixture descriptions for ALL plumbing fixtures and note their locations on the drawings. Reference Section 401.1, UPC 2003.
5. Coordinate the routing of the water service and the fire service to the building with the civil drawings. Reference Section 103.2.3, UPC 2003.
6. Any fitting or connection in a drainage system that results in a reduction of the pipe area is prohibited. (See riser diagrams P2 and P4) Reference Section 316.4.1, UPC 2003.
7. Clarify the specified design of the water closet seats (sheet P3.4). Reference Section 409.2.2, UPC 2003.
8. Provide water pressure and water pipe sizing calculations. Include all fixtures when calculating the total demand and determining pipe sizes. Reference Section 610.1, UPC 2003.
9. Resize the drainage piping to conform to Table 7-5, UPC 2003. Reference Section 703.2, UPC 2003
10. Provide the listing for the two-way cleanout fittings (DCO) called out on P1.0. Reference Sections 103.2.3 and 707.6, UPC 2003.
11. Provide upper terminal cleanouts on horizontal drainage pipes exceeding 5 feet in length (horizontal drain lines serving sinks and urinals require cleanouts regardless of length). Reference Section 707.4, UPC 2003.
12. Provide cleanouts sized per Section 707.11, UPC 2003. Note also that exception (3) of Section 707.4, UPC 2003 has been eliminated in the local amendments to the UPC.
13. The rim elevation of the sanitary manhole (approximately 2599 feet) is higher than the first floor elevation of the Gatehouse and Guest Wing (2598.4 feet). Provide backwater valves per Section 710.1, UPC 2003.
14. Clarify the nature of the drain piping shown in detail 3/P3.5. If it is a plumbing system accepting the indirect waste condensate from A/C units, it shall not be installed in a closet or cupboard. Reference Section 804.1, UPC 2003.
15. Provide information to show that the "hub" drains comply with Sections 412.1 and 804.1, UPC 2003.
16. Provide construction details for the trench drain in the laundry (151), including coordination with the structural plan (S1.0).
17. Provide a direct waste connection for the wash and rinse sections of the 3-compartment sink, with an indirect connection for the sanitizing compartment only. Reference Sections 304.0 and 801.2, UPC 2003.
18. Provide natural gas pipe sizing calculations. Include gas pressures and developed pipe lengths on plans. Reference Section 1217.0, UPC 2003.
19. If corrugated stainless steel tubing is to be used (Specification Section 15194, 3.06(G)), the locations of use shall be clearly identified on the drawings and shall be included in the gas piping calculations. Provide copies of the manufacturer's literature with the calculations. Reference Section 103.2.3, UPC 2003.
20. Coordinate the water heater schedule with detail 1/P3.3 and provide expansion tanks for hot water that are listed for use with potable water systems (the Watts model ETA20 shown in detail 1/P3.3 is listed only for heating and cooling systems). Reference Section 301.1, UPC 2003.
21. Provide underground facility tracer wires per ARS 40-360.22.
02/27/2006 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. The relevant codes for this project are the 2003 IMC with Local Amendments, the 2003 IECC with Local Amendments and the 2003 IBC with Local Amendments.
2. Revise the font size used on the drawings to a minimum of 1/8 inch. Reference Section 302.3, Uniform Administrative Code, 1997.
3. Coordinate the window specifications (Specification Sections 08520, 2.1A) with the window descriptions shown on sheet A10.5.
4. The minimum insulation for supply and return air ducts, regardless of length, located in unconditioned spaces within the building envelope is R-5 (installed). Reference Section 803.2.8, IECC 2003.
5. Show the minimum amount of outside air being supplied to the guestrooms through the PTAC units. Reference Section 403.3, IMC 2003.
6. The minimum exhaust requirement for public restrooms is 75 CFM per water closet or urinal. Revise the exhaust flow rates in restrooms 20 and 21 in the Gatehouse to comply with Section 403.3, IMC 2003.
7. Provide a sequence of operation for TF-C that shows how the supply air to the employee restroom (146) will not be recirculated. Reference Section 403.2.1 (3), IMC 2003.
8. Show how the clothes dryers located in room 151 comply with the requirements of Section 504, IMC 2003.
9. Provide calculations to show that combining the exhaust ducts from the domestic clothes dryers in room 248 does not result in a build up of lint, condensation of water vapor, or the discharge of exhaust through a non-operating dryer when only one dryer is operating. Reference Section 504.1, IMC 2003.
10. Clarify the reason that AC-10, AC-11, and AC-12 do not have any cooling capacity.
11. Provide calculations demonstrating adequate ventilation for the areas served by AC-1, AC-2, AC-3, AC-4, AC-5, AC-6, AC-6A, AC-10, AC-11, AC-12, AC-13, and AC-14. Reference Section 401.2, IMC 2003.
12. Provide information to show that the auxiliary condensate drain (detail 08/M5.2) does not require a trap. Reference Section 304.1, IMC 2003.
13. Coordinate the airflow requirements shown for chase 4 (AC-11) in detail 01/M5.2 with details 1/M4.2, 2/M4.2, and 3/M4.2 and the AC unit schedule shown on sheet M5.1. Provide smoke detectors in the return air duct, upstream of any outside air connections, if the air distribution system has a capacity greater than 2,000 CFM. Reference Section 606.1, IMC 2003.
14. Coordinate details 6/M4.3 and 7/M4.3 with sheets M1.2 and M1.3.
15. Provide listing information for the backdraft damper (specified for EF-G) that shows it is suitable for use with grease-laden air. Reference Section 506.5, IMC 2003.
16. Provide a design for the proposed Type I hood and grease exhaust system located in the prep area (room 14), including structural details showing the mounting of the hood, equipment descriptions, and showing how make up air is being provided for the hood. Reference Sections 506, 507, and 508, IMC 2003.
02/27/2006 ROBERT SHERRY WATER REVIEW Denied Show the location of the reduced pressure backflow assembly for the site water service on the drawings, specify the reduced pressure backflow assembly being installed, and indicate the size of the assembly. Reference City of Tucson Ordinance 9976, Backflow Prevention and Cross-connection Control.
02/27/2006 RAUL PALMA BUILDING-COMMERCIAL REVIEW Denied City of Tucson, Development Services
BUILDING AND STRUCTURAL COMMENTS

2/27/06
1) Provide the calculations for the frontage increase and show how and where
F and W are being taken.
2) Provide the area calculations. Equation 5-1 of the 2003 IBC.
3) Are the meeting, lounge, and breakfast area to be sprinkled?
4) Sheet A9.0 re; wall types, some of their descriptions show the word similar, cross
out similar or delete it and show the actual description as shown on the report.
5) At bottom of code summary shows 45000x3=90000 not correct. Check the arithmetic.
6) Re; sheet A9.0-wall types-show all wall details and descriptions exactly as described in
the U.L. reference with no modifications.
7) How is the building area being treated? As non-separated use or separated use? See sect.
302.3.1 and sect. 302.3.2.
8) What does RCP mean?
9) In accessible units with roll-in showers, provide a permanently mounted folding shower seat. Section1107.6.1.1
10) In all sleeping rooms provide an openable window with a clear area of 5.75sq.ft. and a minimum height dimension of 24" and 20" width.
11) Provide a one-hour floor/ceiling assembly, as per UL, IBC, or Fire Resistance Design Manual.
12) Sheet A4.4 at conference room seems to show a folding partition. Show how it is being supported. If supported from roof provide engineering calc`s.
13) Stair and elevator shafts to have a 2-hour rated wall enclosure. Show on plans.
14) Provide spec`s for THERMO-PLY storm brace. Specify the resistive stress or force value.
15) Provide a reference for gyp-crete showing the weight when applied on the floor.
16) Sheet S1.3 of plans -Roof Note #4 stipulates IBC 2000-rectify to read IBC 2003.
17) Specify the shear value of the 15/32 RS shear wall.lb/ft
18) Separate permit required for pool and signs.
19) Provide engineering calc`s for House-Bar including lateral analysis.
20) Provide calc`s for patio lintels for the Gatehouse, also include lateral analysis.
21) Sheet A5.2 detail 16and 20- Is the 16" dimension from the wall or partition?
22) Sheet A7.1-Specify length of extension of handrail or guardrail. Twelve inches minimum
required
23) Sheet A7.2-Specify diameter of lag bolts. See details 2 and 6.
24) Note # 1 of sheet S1.3 shows wind speed of 90mph but sheet 28 of lateral design
Shows a wind speed of 75 mph. Correct design to reflect a 90 mph wind speed.
25) Provide calc`s for the design of the roof and floor diaphragm for all buildings.
26) Sheet S2.1 Re; Shearwall notes on plans and notes on calc`s are not in accordance
With each other. See last 2 sheets of calc`s.
27) The wind exposure factor to used shall be exposure ©.
28) Sheet S2.1-Note #4 Specifies 2x6@16 o.c. but calc`s call out 2x8@16o.c. Clarify!
The 2x6`s are called out throughout the plans and details.
29) Provide engineering for stair stringers, handrails, and guardrails. Design the
Connections and provide the connection details.
30) Provide foundation analysis for gateway building and pool house.
31) Soils engineer shall specify site classification in his report. Show in report.
32) Provide a short description as to the meaning of the columns and rows shown
in the lateral calc`s How does it relate to the plans. Since there isn`t a schematic diagram
showing the labels of the shearwalls , how can one know what forces are
acting on a certain wall. Clarify!
33) Provide draft stops at all attic spaces. Show on plans.
03/01/2006 GERRY KOZIOL WWM REVIEW Denied see card
03/07/2006 PETER MCLAUGHLIN ZONING REVIEW Denied Approved site plan required.
03/09/2006 LINDA BUCZYNSKI ELECTRICAL-COMMERCIAL REVIEW Denied TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

PLEASE CALL AT 791-5550 X1106 OR EMAIL AT Linda.Buczynski@tucsonaz.gov
IF YOU CARE TO DISCUSS.

1. According to the area map on Page 15 of the Tucson Lighting Code, http://www.tucsonaz.gov/dsd/Codes___Ordinances/Tucson_Lighting_Code.pdf., this facility is clearly in Area E3, not E1b. Therefore, there are more mean lumens allowed in the calculations. This may be helpful, considering the comments below.
2. In the Tucson Lighting Code, swimming pool lighting is not considered to be an athletic field, court, or track. Section 7.1.2 does not exempt Fixtures SA from the lumen count.
3. Lighting Fixture Schedule indicates Flagpole lighting, Z01, and underwater Pool Light, 003. Show on Site Plan with the rest of the exterior lighting. Both fixture categories shall be considered in the lumen count required by the Tucson Lighting Code above. Note that underwater luminaires shall comply with the applicable requirements of NEC Article 680.
4. Indoor Pool Lights D28 and D29 are specified on the lighting fixture schedule Sheet E6.1. However, there is no indoor pool this project. Please clarify.
5. Patio lighting fixture CB, to be Owner-supplied, shall be listed for wet or damp location as applicable, and shall have a source efficiency of least 45 lumens per watt (2003 IECC). Also note that unless these are full cutoff fixtures installed under an overhang or roof eave, their mean lumen count shall be added to the schedule required in the Tucson Lighting Code referenced in the comment above.
6. Note that wherever fixture Z09 is mounted exterior, its mean lumens shall count towards the total in schedule required in the Tucson Lighting Code referenced in the comment above.
7. Fixtures D19, R09, and FANS, to be installed at the Pool House Patio, do not apear on the electrical plans or Tucson Lighting Code schedule.
8. Please submit catalogue cut sheets for all exterior lighting.
9. Please provide IECC calculations for the New Storage and New Poolhouse Buildings.
10. Fixture Z06, an incandescent wall-mounted light, does not comply with 2003 IECC source efficiency of 45 lumens/watt.
11. Address MOCP on the plans for the CU units, typical. For example, CU-1 is MOCP 15A, and is powered by a feeder protected by a 20A CB. Note 6 on Sheet provides a disconnect but not OCPDs.
12. Put Panel Schedules L2A and L3A on the plans. They power loads on the second level Sheet E1.2, and third level Sheet E1.3, Elevator Sheet E4.2 and 4.2a, AC-14 in Guest Laundry and Maid Storage and Maintenance and Storage Sheet E4.3, and Maid Storage and Maintenance Sheet and Storage Sheet E4.3A, and attic.
13. Verify addition of Panels L2A and L3A to MSB1 Load Analysis.
14. Roof soffit lighting is to go on L1B-21, L1B-23, and L1B-27. (67) 96-Watt fixtures (Z09) consume 6432 Watts. These circuits are counted at a total of only 4758W. Please clarify.
15. Install switch-controlled lighting outlets in bedrooms and living rooms. Reference NEC 210.70 (A) (1).
16. According to NEC.210.11 (C) (3), the bathroom receptacle outlet(s) shall be on a 20-ampere branch circuit with no other outlets. Such is not the case according to the panel schedules.
17. Sheet E4.2 Kitchen area, please provide that the countertop receptacles are GFCI protected. Reference NEC 210.8 (B) (3).
18. Ckt LIF-10 Sheet E4.2 Back of House appears intent is to read "LIF-11." LIF-10 is a 3-phase load.
19. Ground fault and short circuit protection for dryers Sheet E4.2, per NEC 430 Part IV, appears to be oversized. Please change the 30A CB at the panel to 25A.
20. Sheet E4.2 Ckt LIL-7 Back of House, please fill in electrical load on panel schedule. It is listed as a spare.
21. Sheet E4.2 Elevator B Keynote 3, overcurrent protecting the car lighting and receptacle branch circuit shall be located in the elevator machine room. Reference NEC 620.22 (A). Disconnecting means for car equipment shall have a fuse/breaker per 620.53.
22. Sheet E4.2 Elevator B, please put the machine room lighting and receptacle loads on a single, dedicated branch circuit. Reference NEC 620.23 (A).
23. Provide GFCI protection for pit and Elevator Equipment room per NEC 620.85.
24. Provide spa emergency shutoff per the requirements of NEC 680.41.
25. Provide ground fault circuit interrupter for fountain power (Ckt LIB-33) per the requirements of 680.56 (A). It is not clear the difference between fountain power on L1B-33 and L1B-38.
26. AC-5 on Ckt L1D-37,39,41, has a 25A CB. MCA 44.7, and MOCP 50A per Unit Schedule Sheet M5.1.
27. Ckt L1K-8 powers Oatmeal Cooker Sheet E4.4. Is a spare on the panel schedule.
28. Sheet E4.4a, Ckt L1A-37, appears to be undercounted on the panel schedule. Please recheck this circuit, and any others as needed, especially this sheet.
29. Provide depth of foundation, psi of concrete, rebar characteristics, and all other aspects necessary for pole and foundation detail. Reference to Structural Engineer on Sheet E5.4 is not sufficient, as there is no inclusion of the poles or their foundations in the Structural plans or calculations. For any pole which exceeds 20' in height, structural calculations shall be submitted for both the pole and foundation, and sealed by a Structural Engineer registered in the State of Arizona.
30. Verify that Recirculation Pump 1, as specified on Sheet P3.4 for 230V, may be powered at 208V.
31. WH-2 as specified on Sheet P3.4, is in the Pool House Sheet P4.2. Could not find on Electrical Plans or Panel Schedules.
32. Add a paragraph to Specifications 16060 addressing the bonding and grounding of the pool, fountain, and spa. Suggest a paragraph(s) similar to Subsection 3.03. Reference NEC 680.
33. Bond together the grounding electrode systems of both MSB1 and MSB2.
34. Please provide fault calculations for Panels L1A, L1B, L1C, L1F, DP1A and DP1B. Results of Plans Examiner are slightly higher than those indicated on the panel schedules.
35. For the Pool House and Storage buildings, please address the grounding requirements at Separate Building. Reference NEC 250.32.
03/10/2006 LOREN MAKUS ENGINEERING REVIEW Denied March 10, 2006
TO: Bruce Call. AECM
SUBJECT: Building Plans: Marriott Residence Inn - Airport
REVIEWER: Loren Makus
ACTIVITY NUMBER: T05CM05124

SUMMARY: The Building Plans were reviewed by Development Services Department, Engineering Division on December 2, 2005. They were not approved at this time.
1. Incorporate the approved Site Plan and Grading Plan into the Building Plan set or otherwise make it clear to the contractor that the approved plans are to be followed for site development.
2. The site plan must be approved before the building plans can be approved.
3. Sheet A9.4 Detail 10 indicates that the downspouts will be directed to the storm sewer. The storm sewer must be shown on the Site Plan and addressed in the Drainage Report. Otherwise, revise the detail to show how the downspouts will discharge. Show how the discharge will not be directed over the sidewalks.

If you have any questions or if you wish to discuss any of these comments, I can be reached at 520.791-5550 ext. 1161 or by email at loren.makus@tucsonaz.gov.
Loren Makus, E.I.T.
Senior Engineering Associate
Engineering Division
Development Services

Final Status

Task End Date Reviewer's Name Type of Review Description
03/24/2006 GBONILL1 OUT TO CUSTOMER Completed
03/24/2006 GBONILL1 REJECT SHELF Completed