Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.

Permit Number: T03CM04385
Parcel: 12405007B

Review Status: Completed

Review Details: 3RD PARTY REVIEW-COMMERCIAL TI

Permit Number - T03CM04385
Review Name: 3RD PARTY REVIEW-COMMERCIAL TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/15/2003 TACHONG1 WWM REVIEW Needs Review
09/15/2003 WILDAN 3RD PARTY REVIEW-COMMERCIAL REVIEW Denied The initial review for the above project has been completed. This letter reflects comments which need to be addressed by a written response to each, indicating action taken. In order to facilitate a shorter back-check time, we request that you please provide two (2) sets revised plans and calculations, highlighting any changes with appropriate revision number, revision date and "cloud bubbles." Please return redline drawings with your resubmittal.


Occupancy
Occup. Load
Construction
Area S.F.
Sprinklered
Alarms

A-2
131
V-A
3,248
Yes
No


GENERAL COMMENTS:

1. This project has been reviewed for conformance with the 2000 IBC, 1997 UAC, 2000 IMC, 1998 IECC, 1999 NEC codes with local modifications, and the 1994 UPC with State of Arizona Amendments. Any revisions to this plan will require an additional review and approval by Willdan.

2. Secure Health Department approval for this project.

3. Two or more buildings on the same lot shall be regulated as separate buildings or shall be considered as portions of one building if the height of each building and the aggregate area of buildings are within the limitations of IBC Table 503. Provide clarifying information, including type of construction, square footage, and occupancies of adjacent buildings. Reference IBC Section 503.1.3.

Sheet 2

1. Indicate on plans the occupancy group. A restaurant is classified as an A-2. Revise plans as necessary. Reference IBC Section 303.1.

Sheet C-1

1. For the purpose of determining the required wall and opening protection buildings on the same property shall be assumed to have property lines between them. Provide clarifying information on site plan. Reference IBC Section 704.3.


ARCHITECTURAL COMMENTS:

1. Revise occupant load calculations. The occupant load on Sheet T-1 does not match the occupant load on Sheet A2. Revise plans as necessary. Reference IBC Table 1003.2.2.2.

2. The outdoor patio and bar area have an occupant load greater than 50, which requires two exits. Gate 109 must swing in the direction of travel. Reference IBC Section 1003.3.1.2.

Sheet A2

1. It appears that the bar area does not have the clear aisle width as required for egress. Revise plans as necessary. Reference IBC Sections 1004.3.1 and 1008.7.1.

Sheets A1 and A8

1. Note on plans that egress doors shall be operable from the egress side without the use of key or special knowledge or effort. Gates serving as means of egress shall conform to the requirements for doors. Reference IBC Sections 1003.3.1.8 and 1003.3.2.

Sheets A-3 and E-3

1. Exit signs are required for the gates at the patio area. Revise plans as necessary. Reference IBC Sections 1003.2.10.1.

Sheet A-1

1. Note on plans that the occupant load must be posted in a conspicuous place near the main exit door. Reference IBC Section 1003.2.2.5.


STRUCTURAL COMMENTS:

1. Provide special inspection for the following items: Welding, epoxy, bolts, and concrete with a design strength greater than 2500 psi. Note on plans. Reference IBC Section 1704.

Sheet S-1

1. Specify on plans the compressive strength of the concrete. Reference IBC Section 1901.4.


PLUMBING COMMENTS:

The plumbing portion was reviewed and accepted.


MECHANICAL COMMENTS:

Sheet M-2

1. Smoke detectors are required in the return air system with a design capacity greater than 2000 cfm in the return air duct or plenum. Reference IMC Section 606.2.1. Note on plans.


ELECTRICAL COMMENTS:

1. Note on the plans that "conduits entering the walk-ins shall be provided with seal-offs as required by NEC Article 300-7 (a)."

2. Note on the plans that "rigid conduits entering the walk-ins shall be provided with expansion joints as required by NEC Article 300-7 (b)."


ENERGY CODE COMMENTS:

1. Provide calculations to indicate compliance with the requirements of the Model Energy Code. Reference IBC Section 106.1.1.


ACCESSIBILITY COMMENTS:

Sheet C1

1. Indicate the required accessible parking spaces and an accessible route to the building. Reference ADAAG Sections 4.3 and 4.6.

Sheet A-1

1. Where food or drinks are served at counters or bars that exceed 34 inches in height, a portion of the bar that is 60 inches in length shall be in compliance with ADAAG 4.32. Reference ADAAG Section 5.2.

Sheet A-2

1. Provide dimensions and reach-range for Salsa Bar to comply with ADAAG Section 5.5.

Sheet A-6

1. Provide dimensions and reach-ranges for the control mechanisms at the beverage counter to comply with ADAAG Sections 4.2.4, 4.2.5, and 4.2.6.

Sheet A-7

1. Provide details for signage at accessible restrooms. Reference ADAAG Section 4.30.4.

Sheet A-8

Detail on plans thresholds at doorways shall not exceed ½ inch and shall be beveled with a slope no greater than 1:2. Reference ADAAG Section 4.13.8.
09/15/2003 TACHONG1 WATER REVIEW Needs Review
09/15/2003 TACHONG1 FIRE REVIEW Needs Review