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Permit Review Detail

Permit Number: T04CM03716
Parcel: 138240850

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T04CM03716
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/18/2004 GERRY KOZIOL WWM REVIEW Approved
08/20/2004 Robert Sherry MECHANICAL-COMMERCIAL REVIEW Denied 1. Provide calculations to show that the common ventilation systems (FC-1 and FC-2) are sized in accordance with Section 403.3.2, IMC 2000.
2. Provide ventilation for the maintenance area in accordance with Section 403.3, IMC 2000.
3. Provide listing information for the infrared heaters along with information to show that the installation shown in detail 4/M3.0 conforms to the manufacturer's recommendations. Coordinate the installation with the electrical drawings. Reference Section 106.3.1, IMC 2000.
4. Provide information to show how the maintenance area is to comply with the requirements of Section 502.13, IMC 2000.
08/20/2004 ROBERT SHERRY WATER REVIEW Approved
08/20/2004 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Revise the scuppers; the minimum height for a scupper is 4" and if the scupper and overflow are to be combined, the minimum required area is four times the minimum required area for a roof drain.
2. Provide a design for the gas piping. Reference Section 103.2.3, UPC 1994.
3. Provide a design for the compressed air piping. Reference Section 103.2.3, UPC 1994.
4. Provide a site drawing showing the size and route of the building water supply along with the location and size of both the water meter and the reduced pressure backflow preventer assembly. Reference Section 103.2.3, UPC 1994.
5. Provide site drawing showing the size, route, and slope of the building sewer. Reference Section 103.2.3, UPC 1994.
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 1994.
7. Verify the water pressure used for the calculations.
8. Include all fixtures and the water requirements of the evaporative coolers when calculating the total demand and determining pipe sizes. Reference Section 610.1, UPC 1994.
9. Confirm that the suspended water heater complies with the access requirements of section 511.0, UPC 1994 with AZ State amendments.
4. Provide listing information for the water heater. Reference Section 103.2.3, UPC 1994.
10. If the specified water heater is not supplied with integral heat traps, provide heat traps on the supply and discharge piping along with ½" insulation on the first eight feet of supply and discharge piping. Reference Sections 804.4 and 804.5, IECC 2000.
11. Provide calculations to show that the exposed water pipes on the roof are adequately protected from freezing. Reference Section 313.6, UPC 1994.
12. Show how the condensate from the air compressor is to be handled. Reference Section 103.2.3, UPC 1994.
13. Provide the minimum plumbing facilities required by Table 2902.1, IBC 2000, for business occupancy.
09/07/2004 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. Lighting Fixture Schedule indicates that Fixture F is to be powered line-to-line at 208V. Lighting Plan indicates 1-pole circuiting for such fixtures. Please clarify. Revise panel schedules as necessary.
2. Please provide cut sheets for Lighting Fixture D. Demonstrate that such fixture is listed for a damp location.
3. Provide description/specifications for ceiling fan.
4. It appears that the intent is to include the exhaust fans on Circuit B-4. If so, the VA count would be 1256, not 1122. Please clarify.
5. Plumbing Fixture Specifications call for 120V Water Heater. Electrical plans have this equipment on Ckt B-38,40, 208v. Please coordinate with Plumbing and clarify.
6. Provide fused disconnect for overhead doors.
7. It appears that HP-1 and HP-2 are fused high for overload protection. Please add a note: "Provide overload protection per manufacturer's requirements." Note that it appears inconsistent that these heat pumps are protected by a 35A fuse at the disconnect and a 20A circuit breaker at the panel.
8. Provide power for RAL-1 and RAL-2. See Mechanical equipment schedule and plans.
9. Provide overcurrent protection for Panel A and Panel B feeders.
10. For IRH-2 and IRH-2, there is a need for not just ignition, but also exhaust power per Bob Sherry, Mechanical Plans Examiner. Please coordinate with Mechanical plans and clarify.
11. Since the repair area has been designated as Class I Division 2, the plans would need to be sealed by a Registered Electrical Engineer. The Electrical Plans Examiner, on subsequent submittal, would verify compliance with all requisite NEC and NFPA requirements. However, the National Electrical Code provides an exception to 511.3 (B) (1) which permits an area to be considered as unclassified if the enforcing agency determines that there is mechanical ventilation providing a minimum of one cubic foot per minute for each square foot of such area. Such ventilation shall provide for air exchange within 12" of the floor. The requirements of the Mechanical Plans Examiner, Bob Sherry, refer to the 2000 IMC, 403.3, which call for 1 ½ CFM/FT2. This exceeds the requirement in the Exception cited above. Applicant may, at his discretion, consider this area to be unclassified per the above if such reference is removed from the electrical plans, and if the dimension on the Mechanical Floor Plan Sheet M1.0 is modified from "DN TO 12" AFF" to read "WITHIN 12" AFF."
09/09/2004 DAVID RIVERA ZONING REVIEW Denied September 9, 2004

Development Services Department
Zoning Review Section

David Rivera
Senior Planner

Comments:

1. Zoning will review and approve the building plans once the structural and commercial reviewers have approved the building plans.

2. Zoning will review and approve the building plans once the site plan has been approved. Two approved and stamped copies of the approved site plan, landscape and NNPO plans must be included with the building plans.
09/15/2004 Christy Foreman BUILDING-COMMERCIAL REVIEW Denied CITY OF TUCSON DEVELOPMENT SERVICES
STRUCTURAL REVIEW COMMENTS

DATE: 9/22/04
ACTIVITY NUMBER: T04CM03716
PROJECT NAME: NEW OFFICE BLDG. / MAINTENANCE
PROJECT ADDRESS: 6720 S. RENAISSANCE DR.
ARCHITECT / ENGINEER:
PROJECT REVIEWER: CHRISTY FOREMAN



TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

PLEASE CALL AT 791-5550 X1108 OR EMAIL AT CFOREMA1@CI.TUCSON.AZ.US IF YOU CARE TO DISCUSS.

1. Clarify 54'-2 1/16" span on structural calculations. Does not match up with dimensions shown on sht. A1.0.
2. Wall angle for truss bearing on sht S4.0 detail 12 does not match structural calculations page 4. Assumed bearing structural calculations page 4 = 5 ½", therefore detail 12 sht. S4.0 does not meet bearing requirements.
3. Clarify location of TJI for mechanical unit. load @ 12" o.c. see page 5 structural calculations.
4. Structural member specified on sht. 16 is not shown on framing plan sheet S3.0.
5. Clarify structural calculations for lintels - 2 bar sets of 1-#5 bars spaced 12" apart. Details for lintels don't match up with structural specifications. See wall sections sht. A5.0 and lintel schedule sht. S2.0.
6. Page 5 structural calculations - joist with mechanical unit load roof live load = 1 lb. psf and roof dead load = 1 psf.
7. Structural calculations for tube steel column TS 3 ½ x3 ½ x ¼ need to be provided. Provide details and justification / calculations for connectors at this column.
8. Sht. S.1 PL 3/8" x 3 ½" x 10" with (2) 5/8" x 6" long epoxy bolts - special inspection required.
9. Lateral Analysis provided for 2-story office area only. What about the rest of the building? Please provide for maintenance space.
10. Detail 16/S4.0 Clarify / justify bearing, welding, plate anchors - frequency, truss to plate connection.
11. Glulam beam connector 14 / S4.0 specify size of hanger and load calculation.
12. Details 17/S4.0 provide load calculations for this connection.
13. Clarify footing locations / structural calculations with foundation plan.
14. Clarify footing bearing depth with the soils report that specifies 18" bearing for exterior footings and 12" bearing for interior footings.
15. Page 6 soil report floor slab requirements and sht. S1.0 conflict each other. Justify design.
16. Clarify accessibility, occupancy load, and existing requirements to door on future mezzanine.
17. Approved shop drawings by registrant for the trusses / TJI with need to be submitted to City of Tucson for approval before installation of trusses. A deferred truss submittal approval by Building Official is not required.
09/15/2004 DOUG WILLIAMS ENGINEERING REVIEW Denied Building plans may not be approved prior to Site plan approval.

Final Status

Task End Date Reviewer's Name Type of Review Description
09/27/2004 TAMI ACHONG OUT TO CUSTOMER Completed
09/27/2004 SUE REEVES REJECT SHELF Completed