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Permit Review Detail
Review Status: Completed
Review Details: 3RD PARTY REVIEW-COMMERCIAL
Permit Number - T03CM04440
Review Name: 3RD PARTY REVIEW-COMMERCIAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/12/2003 | EROSE1 | WWM | REVIEW | Needs Review | |
| 11/12/2003 | ELAINE ROSE | ZONING | REVIEW | Needs Review | |
| 11/12/2003 | STANTEC | 3RD PARTY REVIEW-COMMERCIAL | REVIEW | Denied | SCOPE OF REVIEW: The scope of this review covers Architectural, Structural, Plumbing, Mechanical and Electrical. All features were checked only to the extent allowed by the submittal provided. All portions of the project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. GENERAL: q There are no general comments to be addressed. ARCHITECTURAL: q Include in the hardware schedule on Sheet A-7 for doors 102A and 104A that these doors when provided with cylinder locks shall have a sign over the door in 1" high letters that read "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" [2000 IBC Sec. 1003.3.1.8, Exception 2]. STRUCTURAL: q General Note 15 on Sheet S-2 needs to go a little further. The note is correct that truss calculations must be signed, dated and wet-sealed by an engineer who is registered in Arizona. Further, the Engineer of Record shall review and provide a "shop drawing stamp", noting the Engineer of Record's acceptance of the submittal. And last, after the submittal has been reviewed and accepted by the Engineer of Record, the manufacturer's calculations and data for pre-fabricated trusses shall be submitted "as a deferred submittal" to the building department for review and approval prior to installation [2000 IBC Sec. 106.3.4.2]. q Is the information on Sheet SD-1 mirrored top to bottom? All of the other plans show the layout of the cooler and storage area differently. Please clarify on the plans. q Provide additional analysis to support the lateral design indicated on the plans. The calculations submitted are 6 pages long. Where is the analysis of the roof diaphragm and the load that it must transfer into the various shear walls? Is the information on Sheet SD-1 included in the analysis? Sheet S-2 shows Type "D" and Type "C" shear walls at the interior and exterior, however Page 4 of the calculations only covers Type "D" for exterior walls and Type "C" for interior walls. Also the hold-down anchor information indicated on the plans does not correlate with the calculation information provided. q Provide additional analysis for beams and joists indicated on plans. Again, there is only one beam sized (on Page 5 of 6 of the calculations), yet there are 5 different beams on the plans. Where is the calculation for Beam "5" which spans 8.5 feet? MECHANICAL: q Provide on the plans a demonstration that outside air is being provided in quantities required by code [2000 IMC Table 403.1]. PLUMBING: q It appears that the horizontal waste line serving many of the Type "J" and "T" fixtures is being wet vented. Please indicate on the plans and define the size of the tailpiece and the trap for these fixtures along this part of the waste system [1994 AzUPC, Appendix B, Sec. B4]. ELECTRICAL: q Where is the panel schedule for Panel "D" which is shown on the one-line diagram and the load calculations on Sheet E-3? What size is this panel that will be installed and will service a 130-amp load? Does Panel "D" only serve the future T.J. Cinnamon oven? Please clarify. q Light fixture F-8 shown in the schedule on Sheet E-4 needs to be "fully shielded" and the lamp must be "filtered" [City of Tucson 1993 Outdoor Lighting Code, Table 5 and Sec. 6]. -End of Review- |
| 11/12/2003 | EROSE1 | WATER | REVIEW | Needs Review | |
| 11/12/2003 | EROSE1 | FIRE | REVIEW | Needs Review |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/12/2003 | ELAINE ROSE | OUT TO CUSTOMER | Completed |