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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T04CM05036
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/06/2005 | DOUG LAAKSO | BUILDING-COMMERCIAL | REVIEW | Denied | .. T04CM05036-1 .. 2480 E RIVER ROAD .. DGL .. 2000 IBC .. 2nd REVIEW .. 4/6/05 S1. See prior comment #S5, provide appropriate Item Number from Table to completely designate the fire-resistance rating. (S5. Indicate fire-rated walls , including hourly fire-rating and listing to justify ,provide a copy of the listing on drawings if other than Item Number from IBC Sec 7 Tables ,on architectural site plan #C2.). S2. See prior comment #S6, as the roofed area extends beyond the exterior wall ,ref Section 'D' on drawing A6,explain how and where the required fire-rating is provided. (S6. Provide opening protection at exterior wall 3'8" off East property line adjacent to door #2, ref drawings #C2 and A1 per IBC Section #6 and 704.) S3. See prior comment #S7, indicate on drawings the solid material the address is made of (paint is not an acceptable material), define the contrasting color and indicate the size (15 inches minimum). (S7. Provide addressing per Pima County Addressing Ordinance.) S4. See prior comment S8, 1. Perforated steel awning deleted per Architect. (S8. Submit two sets of shop drawings and calculations, stamped and signed by an Arizona Registered engineer, shop drawings shall be reviewed by and bear the approval of the Engineer or Architect of Record prior to submission to the City of Tucson , Development Services Department for approval prior to erection for : 1. Perforated steel awning. 2. Door hardware. 3. Prefabricated roof joists ) S5. See prior comment #S9, provide detail/s for attachment of ceilings to TJI's above, including all required blocking. (S9. Provide ceiling framing/suspension system details on drawings.) S6. See prior comment #S15, provide water-resistant material for wall and provide wall finishes required by IBC Section1209.2 at water closets (epoxy paint on regular gyp bd does not meet these requirements) specify materials on drawings. (S15. Provide details of finish materials on drawings for toilet rooms per IBC Section 1209, ref drawing #A1.) S7. See prior comment #S17, specify insulation material on drawings. (S17. Provide specifications for T&G rigid insulation and styrofoam formed cove, ref drawing #A3 and 7/A4, to show conformance with IBC Section 2603 and Section 2604.) S8. See prior comment #S19, provide minimum horizontal steel 24 inches minimum beyond jamb above and below openings per IBC Section #2106.4, typical, show minimum steel in detail 1/S2, steel lintel schedule and General Structural Notes on drawing #S5. (S19. Provide lintel bearing details.) S9. See prior comment #S24, per 1997 UAC, provide information required in Inspection Program. (S24. Provide Inspection Program as required by the 1997 Uniform Administrative Code as amended and adopted by the City of Tucson, Section 302.5.) S10. See prior comment #S25, delete 2. Expansion Anchors. (S25. Special Inspection required for : 1. Structural masonry 2. Expansion anchors 3. Shop welding 4. Field welding) Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111. |
| 04/06/2005 | BLANCA ESPINO | ENGINEERING | REVIEW | Approved | assignment per JPV |
| 04/06/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. The revised exhaust fan schedule on sheet M1 calls for local control of the fans using a switch. Show how the ventilation of the restrooms will comply with Section 403.2.1 (3), IMC 2000 when the fans are switched off but the heat pumps are still supplying air to the restrooms. 2. The insulation specification on sheet M2 calls for 1" duct liner with a resistance equivalent to 3.85 h ft^2 F/BTU; the minimum requirement is R-5 for duct located inside the building envelope. Provide duct insulation conforming to Section 803.2.8, IECC 2000. |
| 04/06/2005 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Revise the overflows to be the same size as the roof drains. Reference Section D1.1 (d), UPC 1994. 2. The provided calculations are based on the method shown in Appendix A of the 1994 UPC, but are not in accordance with Section 610.4, UPC 1994, which stipulates that Table 6-4 shall be used for water supply systems with less than 50 fixture units and/or developed lengths over 200 feet. Recalculate and revise the pipe sizes as required. 3. Provide a cut sheet for P-3 to clarify if it is a bar sink or a service sink. Revise the water and waste fixture units as required. |
| 04/06/2005 | PETER MCLAUGHLIN | ZONING | REVIEW | Denied | Approved site plan required. |
| 04/08/2005 | BOB SUBA | ELECTRICAL-COMMERCIAL | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/20/2005 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 04/20/2005 | CINDY AGUILAR | REJECT SHELF | Completed |