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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T08CM01381
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/30/2008 | JOHN WILLIAMS | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Passed | |
| 05/01/2008 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET A6; SECTION B-B: SECTION INDICATES ROOF JOISTS SPAN IN NORTH/SOUTH DIRECTION. CHANGE AS REQUIRED. 2. SHEET A6; SECTION A-A: NO JOIST BEARING ELEVATION GIVEN AT WEST WALL. CLARIFY. 3. SHEET A1; SECTION 3/A7: ROOF JOIST SHOWN IN WRONG DIRECTION. NEW DETAIL FOR JOIST PARALLEL TO WALL. 4. SHEET A1; SECTION 4/A7: SECTION IS REVERSED. ROOF JOISTS ARE SHOWN IN WRONG DIRECTION. SEE PREVIOUS COMMENT 3. 5. ALL LETTERING TO BE A MINIMUM OF 1/8" HIGH, OR OBTAIN VARIANCE IN WRITING FROM BUILDING OFFICIAL, MR. JESSIE SANDERS. 6. SHEET A1; FLOOR PLAN: SECTION 3/A8 ON EAST WALL IS INCORRECT (NO SECTION 3/A8). VERIFY IF 3/A7 REVERSE. 7. SHEET A1; SECTION 3/A7 (EAST WALL THROUGH PILASTER): SECTION IS INCORRECT. ROOF JOIST SHOWN IN WRONG DIRECTION. 8. SHEET A1; SECTIONS 1&2/A7: CUT SECTIONS ON PLAN. 9. SHEET A2: CHANGE SECTIONS PER A1. 10. SHEET A1; SECTION AA/A6: OWNER'S ROOM NOT SHOWN IN SECTION. 11. SHEET A3; SECTION BB/A6: INDICATE ALL RTU ON THE ROOF. 12. SHEET GSN: DEFERRED SUBMITTALS MUST BE APPROVED IN WRITING BY THE BUILDING OFFICIAL PRIOR TO COMPLETION OF THE PLAN REVIEW PROCESS. 13. SHEET S2; KEYED NOTES 8: SECTION 5/SD4 NOT ON DRAWINGS. CLARIFY. |
| 05/01/2008 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 05/16/2008 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). (A 3/32" font may be allowed with an appeal to the building official.) Reference: Section 106.1.1, IBC 2006. 2. Justify the use of a 1/8" per foot slope for the building drain. Reference: Section 708.0, UPC 2006 |
| 05/16/2008 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). (A 3/32" font may be allowed with an appeal to the building official.) Reference: Section 106.1.1, IBC 2006. 2. Provide energy code compliance calculations. Reference: Section 101.4, International Energy Conservation Code 2006. |
| 05/16/2008 | TERRY STEVENS | ZONING | REVIEW | Denied | 05/16/2008 Development Services Department Zoning Review Section Terry Stevens Lead Planner Comments: 1. The building plan has been reviewed by Zoning Review Section but cannot approve the plan until it has been approved by the Engineering, and Landscape Review Sections and until all zoning comments or concerns have been addressed. 2. Zoning could not verify that the building plan was in compliance with the approved development plan. Please submit two copies of the approved and stamped development, landscape, and NPPO plans with the next building plan submittal. 3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved site/development plan. Additional comments may be forthcoming. |
| 05/16/2008 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 05/22/2008 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Denied | TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL. PLEASE CALL AT 520.837.4907 OR EMAIL AT Linda.Buczynski@tucsonaz.gov IF YOU CARE TO DISCUSS. 1. Demonstrate compliance with the Tucson Lighting Code, http://www.tucsonaz.gov/dsd/Codes___Ordinances/Tucson_Lighting_Code.pdf. 2. Demonstrate compliance with the 2006 IECC. 3. Provide feeders for RTUs. Specify conduit and conductor size and type, and feeder overcurrent protection. 4. Available fault current is 75,100, but the Short-Circuit Calculations use 42,000. Distance from Utility Transformer scales out to aprox. 160' on Sheet MSP, but Short-Circuit Calculations use 190'. 5. Please remove the redundant ground in Conduit 1204. The 4th conductor in each set will carry any available fault current back to the source. 6. Four-350 MCM are of ampacity 1000A, not protected for overload by the 1200A MCB. Reference NEC 230.90 (A). 7. Please specify the Main Bonding Jumper at 175 MCM. Reference NEC 250.28 (D). |
| 05/29/2008 | GERRY KOZIOL | WWM | REVIEW | Denied | 1. SHELL BUILDING 2. NO TI'S UNTIL SEWER FEES ARE PAID 3. NO WATEWATER PLUMBING STUB-OUTS WITH THE EXCEPTION OF 1 MOP SINK 4. NEEDS TO SHOW LOCATION/METHOD OF CONNECTION TO PUBLIC SEWER - NEEDS DEQ REVIEW & APPRV TO CONSTRUCT PRIVATE SEWER IF OVER 3000 GALLONS/DAY - NEED COPY OF ON-SITE PRIVATE SEWER FOR BASE MAP UPDATE |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/02/2008 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |