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Permit Review Detail

Permit Number: T04CM04997
Parcel: 10709071A

Address:
500 W GRANT RD

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T04CM04997
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
11/16/2004 Jim Egan FIRE REVIEW Approved
11/16/2004 BLANCA ESPINO ENGINEERING REVIEW Denied Approved Site Plan required.
11/24/2004 Robert Suba ELECTRICAL-COMMERCIAL REVIEW Approved
12/03/2004 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Provide clearance in front of the water closet in the men's restroom per Section 408.5, UPC 1994.
2. Show the size and slope of the gutters. Reference Section D3.4, UPC 1994.
3. Show how rainwater overflow is to be accomplished on the south section of the building and the showroom entry. Reference Section D1.1, UPC 1994.
4. Provide ½" insulation on the first eight feet of supply and discharge piping for the water heater. Reference Section 804.5, IECC 2000.
5. Show the location of the RPBP assembly. Reference Section 103.2.3, UPC 1994.
6. Include all fixtures when calculating the total demand and determining pipe sizes. Reference Section 610.1, UPC 1994.
7. Include all fixtures and the water requirements of the HVAC equipment when calculating the total demand and determining the pipe sizes. Resize the water piping as required. Reference Section 610.1, UPC 1994.
8. Resize the reduced pressure backflow preventor to comply to Section 610.2, UPC 1994.
9. Provide a waste and vent riser diagram to coordinate with detail 2/P2.
10. Revise the plumbing plan in the northeast area of the building to clearly show the nature of the proposed work. Reference Section 103.2.3, UPC 1994.
11. Coordinate the note on the plumbing plan (P.1) that calls for a backwater valve and detail 2/P.1 which calls for backwater valve "as required".
12/03/2004 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Sign and seal the Compliance Statement for the energy conservation code calculations.
2. Provide calculations to show how all of the exterior walls and the roof can have overall R-values of 32 h*sf*F/btu.
3. Provide manufacturer's certified U-value for the windows used in the energy conservation code calculations. Reference Section 102.5.2 IECC 2000.
4. Show how the interior spaces intended for occupancy (e.g. breakroom, shipping/receiving) are capable of maintaining a minimum temperature of 68°F on a design heating day (32°F). Reference Section 309.1, IMC 2000.
5. Provide calculations to show that the common ventilation system (i.e. AC-3) is sized in accordance with Section 403.3.2, IMC 2000.
6. Show how the evaporatively cooled areas are to be ventilated when the evaporative coolers are not operating. Reference Section 401, IMC 2000.
7. Show the size, routing, and termination of the condensate drains for AC-1, AC-2, AC-3, and AC-4. Reference Section 307.2, IMC 2000.
8. Coordinate the placement of AC-1, AC-2, AC-3, and the unit heaters with the structural calculations and the roof-framing plan. Reference Section 302.1, IMC 2000.
9. Show how adequate access is being provided for the equipment located on the roof. Reference Section 306.5, IMC 2000.
10. Provide listed and labeled fire dampers for protection of ducts and penetrations of fire resistive walls. Reference Sections 607.3, and 607.5.2, IMC.
11. Specify the minimum resistance (R-value) of the duct insulation to be used on this project. Reference Section 803.2.8, IECC 2000.
12. Coordinate keynote #3, sheet M.1 with the remarks in the Exhaust Fan Schedule on sheet M.2.
12/03/2004 ROBERT SHERRY WATER REVIEW Approved
12/07/2004 Gerry Koziol WWM REVIEW Approved
12/20/2004 David Rivera ZONING REVIEW Denied 12/20/04

Development Services Department
Zoning Review Section

David Rivera
Senior Planner

Comments:

1. As of this review date the site plan has not been approved. Zoning will re-review the building plans on the next submittal ti insure compliance with the approved site plan.

2. Zoning has reviewed the building plans but cannot approve them at this time. Zoning will re-review and approve the building plans on the next submittal providing the stamped and approved site plans are included with the building plan package.
12/22/2004 Christy Foreman BUILDING-COMMERCIAL REVIEW Denied CITY OF TUCSON DEVELOPMENT SERVICES
STRUCTURAL REVIEW COMMENTS

DATE: 12/30/04
ACTIVITY NUMBER: T04CM04997
PROJECT NAME: TUCSON STORE FIXTURES
PROJECT ADDRESS: 504 W. GRANT RD.
ARCHITECT / ENGINEER: LARRY WILSON
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) Occupancy Classification
Section 302 Classification - Clarify separated or nonseparated use. Have two types of occupancy, M-retail and S1- Moderate - Hazard storage
Section 309 Mercantile Group M - clarify 309.2 materials to be stored see table 414.2.4

2) Clarify 413.1 High Piled storage - IFC and need to clarify for section 2208.

3) Types of Construction
Table 601 Fire-Resistance Rating Requirements for Building Elements
Fire sprinkler provided but used for allowable sq. ft. increase therefore per table 601-1 hr. rating required for structural framing, exterior walls, and roof construction.


4) Section 602 Construction Classification
Table 602 Fire-Resistance rating Requirements for Walls Based on Fire Separation Distance
Table 602- Provide a dimensioned site plan to clarify distance from MH-I zone for clarification of table 602.


5) Clarify how exterior walls meet section 704..5.

6) Clarify 706.3.7 intent of separate buildings.
7) Comply with 714.2 protection of structural members.

8) Provide turning space in restroom facilities per ANSI A117.1 - 2003 section 304.
9) Bldg. Section "A" sht. A-4 footing call out on detail missing.

10) Structural engineer needs to specify metal buildings used for the design of the foundation, or stamp the structural calculations approved.

11) Door swing in the direction of egress travel, see section 1008.1.2.
12) Metal building and foundations plans appear to be different. Footing / column locations different.
13) Sht. 1 structural calculations - design code used should be the IBC 2003.

14) Design loads my Metallic Building Co. and Grenier do not match.

15) Metal building drawings must be 10 pt. Text size, please submit appropriate scaled drawings.

16) Location and framing for roof top units and AC units. Justify metal building has been designed to carry the loads.

17) Structural calculations sht. No. 3 detail 1 specifies (2)-(600S162-33) detail 203 sht. S4 specifies (600S162-43), please clarify.

18) Structural Engineer clarify footings, retaining wall and building wall at loading dock.

19) Guardrails at stairs/loading dock specify per section 1012.3 opening limitations.

20) Clarify anchoring to wall for wall mount water heater.

21) Clarify location of 1" diameter steel rod detail 202 sht. S4 with architectural drwgs. As specified.

22) Clarify ceilings of interior offices, bathrooms, break room, shipping and receiving have been designed for loading or signage must be posted stating no top loading of office structures.


23) Cannot exit through storage room therefore signage must be posted that doors are not to be used as exits.

Final Status

Task End Date Reviewer's Name Type of Review Description
01/11/2005 LISA LESNY OUT TO CUSTOMER Completed
01/11/2005 SUE REEVES REJECT SHELF Completed