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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T12CM01196
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/23/2012 | RONALD BROWN | ADA | REVIEW | Passed | |
| 03/26/2012 | JASON GREEN | ENGINEERING | REVIEW | Approved | |
| 03/26/2012 | STEVE SHIELDS | ZONING | REVIEW | Denied | PDSD TRANSMITTAL FROM: Steve Shields Lead Planner PROJECT: 4620 E Camp Lowell T12CM01196 Building Plan (1st Review) TRANSMITTAL DATE: March 26, 2012 1. The building plan has been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. Zoning can not approve the building plan until the development package has been approved. 3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved development package. Additional comments may be forthcoming. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 |
| 03/28/2012 | MARTIN BROWN | FIRE | REVIEW | Denied | Please provide quantities of medical gases (as expressed in terms used in the International Fire Code) and show how maximum allowable quantity limits are being met. Refer to 2006 IFC, chapters 27 & 30. |
| 03/29/2012 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 03/29/2012 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | Provide the size of the existing roof scuppers and verify that the addition of 1068 square feet will not require the affected scuppers to be enlarged. Reference: Section 1106.6, IPC 2006. |
| 03/29/2012 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 04/04/2012 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET G2.1; PROJECT DATA AND CODE CHECK: PROVIDE THE ANALYSIS FOR THE MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (PER IBC TABLE 2902.1) ON THIS SHEET (INCLUDING THE NEW SQUARE FOOTAGE) AND THE ACTUAL NUMBER OF FIXTURES PROVIDED. 2. SHEETS A2.0 AND A2.2; FLOOR PLAN: THE SECTION CUT TO THE EAST OF GRID 4.7 INDICATES 1/A6.1, WHILE THE BUILDING SECTION ON SHEET A6.1 INDICATES SECTION "A". CLARIFY. 3. SHEET A2.1; FLOOR PLAN: KEYNOTES 6, 7, 10, 11, 12., AND 13 WERE NOT LOCATED ON THIS PLAN. VERIFY. ADD A NOTE THAT ALL KEYNOTES ARE NOT ON ALL SHEETS (SEE SHEETS A2.1, A2.2, A2.3, AND A2.4). 4. SHEET A2.2; FLOOR PLAN: KEYNOTES 6, 7, AND 11 WERE NOT LOCATED ON THIS PLAN. VERIFY. ADD A NOTE THAT ALL KEYNOTES ARE NOT ON ALL SHEETS (SEE SHEETS A2.1, A2.2, A2.3, AND A2.4). 5. SHEET A2.3; FLOOR PLAN: KEYNOTES 6, 7, 10, 11, 12, AND 13 WERE NOT LOCATED ON THIS PLAN. VERIFY. ADD A NOTE THAT ALL KEYNOTES ARE NOT ON ALL SHEETS (SEE SHEETS A2.1, A2.2, A2.3, AND A2.4). 6. SHEET A2.4; FLOOR PLAN: NO KEYNOTES WERE LOCATED ON THIS PLAN. VERIFY. ADD A NOTE THAT ALL KEYNOTES ARE NOT ON ALL SHEETS (SEE SHEETS A2.1, A2.2, A2.3, AND A2.4). 7. SHEET A4.1; ROOF PLAN: THE SECTION CUT TO THE EAST OF GRID 4.7 INDICATES 1/A6.1, WHILE THE BUILDING SECTION ON SHEET A6.1 INDICATES SECTION "A". CLARIFY. 8. SHEET A5.1; NORTH ELEVATION 2: THE SECTION CUT TO THE LEFT OF GRID 4.7 INDICATES 1/A6.1, WHILE THE BUILDING SECTION ON SHEET A6.1 INDICATES SECTION "A". CLARIFY. 9. SHEET S1.0; STRUCTURAL NOTES (FOUNDATIONS): NOTE 1 INDICATES THE FOUNDATION DESIGN IS BASED ON A SOILS REPORT. PROVIDE THAT REPORT FOR REVIEW. 10. SHEET S1.3; DETAIL 27: CLEAR UP NOTE 4 VERBIAGE. 11. SHEET S2.0; FOUNDATION PLAN: PLAN NOTES 7 AND 12 WERE NOT FOUND ON THE PLAN. VERIFY. 12. SHEET S2.0; FOUNDATION PLAN: A NOTE 16 IS INDICATED ON THE PLAN (SOUTH OF GRID A.4 AND WEST OF GRID 2.8), BUT IS NOT IN THE PLAN NOTES. CLARIFY. 13. SHEET S4.0; DETAIL 106: THE DETAIL TITLE INDICATES A NEW FOOTING. REVISE TITLE. 14. SHEET S4.0; DETAILS 102 AND 103: IT IS NOT CLEAR IF THE TOP LEG OF THE #4 DOWELS IS 4'-0" LONG, OR IF THE ENTIRE BAR IS 4'-0" LONG. CLARIFY. 15. SHEET S4.0; DETAIL 108: IN THE BOXED NOTE, REFERENCE DETAIL 29/S1.3. 16. SHEET S4.0; DETAIL 202: PROVIDE THE SPACING OF THE METAL STUD BRACING. 17. SHEET S4.0; DETAIL 212: PROVIDE INFORMATION ON THE DETAIL FOR THE CONNECTION OF THE NEW STEEL TUBE TO THE EXISTING BLOCK WALL. 18. STRUCTURAL CALCULATIONS; SHEET 19: THE SHEARWALL DESIGN DSW1.0 INDICATES TO SEE THE PRINTOUT. THE PRINTOUT DOES NOT CLARIFY THE WALL/SHEATHING ATTACHMENT SIZE OR SPACING (AS SHOWN IN THE SHEARWALL SCHEDULE ON SHEET S2.0). PROVIDE CALCULATION. 19. STRUCTURAL CALCULATIONS; SHEET 24: INDICATE IN THE CALCULATIONS THE DESIGN FOR THE STEEL COLUMN NOTED AS C2 (AS SHOWN IN THE COLUMN SCHEDULE ON SHEET S2.0). 20. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 04/04/2012 | BETH GRANT | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 04/19/2012 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 04/20/2012 | GERRY KOZIOL | WWM | REVIEW | Approved |