Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T08CM03711
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/20/2008 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 11/20/2008 | RONALD BROWN | ZONING HC SITE | REVIEW | Passed | THIS IS A COT PROJECT |
| 11/20/2008 | RBROWN1 | ADA | REVIEW | Denied | 20 NOVEMBER 2008 T08CM03711/HERRERA QUIROZ BASKETBALL COURT REVIEWED BY RON BROWN ACCESSIBLE REVIEW ADAAG DENIED: SEE COMMENTS BELOW I. SHEET G0.0 A. CHANGE GOVERNING ACCESSIBILITY CODE TO ADAAG 1994 EDITION ONLY. II. SHEET A2.0 B. PROVIDE A LARGE SCALE DETAIL OF THE ACCESSIBLE AND COMPANION SEATING COMPLYING WITH ADAAG SECTIONS 4.1.3 (19) AND 4.33. END OF REVIEW |
| 11/21/2008 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. 1/8" LETTERING IS REQUIRED ON ALL DRAWINGS UNLESS A WRITTEN APPEAL IS APPROVED BY THE BUILDING OFFICIAL, JESSIE SANDERS. THIS APPROVED APPEAL MUST ACCOMPANY THE DRAWINGS SUBMITTED FOR CHECKING. 2. LIST SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT PER IBC SECTION 106.1. 3. CALCULATIONS SHEET 1 (SOIL); SHEET S0.1 (FOUNDATIONS): IBC TABLE 1804.2 (2006 IBC) FOR ALLOWABLE FOUNDATION PRESSURE HAS BEEN AMENDED BY THE CITY OF TUCSON SECTION 1805.2 'DEPTH OF FOOTINGS' TO READ: "THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES FOR 1000 PSF MAXIMUM ALLOWABLE FOUNDATION PRESSURE AND A MINIMUM 18 INCHES FOR MAXIMUM ALLOWABLE FOUNDATION PRESSURE VALUES OF TABLE 1804.2". REVISE CALCULATIONS AND DRAWINGS AS REQUIRED. 4. SHEET S0.1; POST TENSIONED SLAB ON GRADE: UNDER #1, SELECT BASIS OF DESIGN. SECTION 1805.8 ONLY DEALS WITH EXPANSIVE SOILS. 5. SHEET S0.1; LOADS: PROVIDE ROOF UPLIFT WIND LOAD. 6. SHEET A1.0 (SITE PLAN KEYNOTE 5); SHEET S2.0: KEYNOTE 5 INDICATES BLEACHER ANCHORING BY STRUCTURAL. DID NOT LOCATE ANCHORS ON PLANS. PROVIDE. |
| 11/26/2008 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 12/01/2008 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | Revise the scupper opening in the rainwater collector boxes to a minimum of 4" per Section 1101.11.2.1, UPC 2006. |
| 12/01/2008 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Passed | |
| 12/01/2008 | ROBERT SHERRY | WATER | REVIEW | Passed | |
| 12/02/2008 | GERRY KOZIOL | WWM | REVIEW | Passed | |
| 12/16/2008 | LOREN MAKUS | ENGINEERING | REVIEW | Approved |