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Permit Number: T04CM05036
Parcel: 108240920

Address:
2480 E RIVER RD

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
05/16/2005 PETER MCLAUGHLIN ZONING REVIEW Denied Approved site plan required.
05/20/2005 DOUG LAAKSO BUILDING-COMMERCIAL REVIEW Denied .. T04CM05036-2 .. 2480 E RIVER ROAD .. DGL .. 2000 IBC .. 3rd REVIEW .. 5/25/05


S1. See prior comment #S2. Provide fire listing for roof/ceiling assembly and revise details for roof/ceiling assembly and parapet construction to conform to fire listings.[ 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.)].
S2. See prior comment #S6. Surrounding materials walls within two feet of water closets shall have a smooth, hard, nonabsorbent finish (ie: ceramic tile,etc) and accessories shall be installed and sealed to protect structural elements from moisture, per IBC Section 1209. [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.)]
S3. See prior comment #S7. Please specify insulation material to be used if it is your intent to use material from the Evaluation Report #ER-3628 submitted specify which material and and the Evaluation Report Number on the drawings. [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.)].
S4. See prior comment #S9and #S10. Provide Inspection Program required by Code. [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.
05/26/2005 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Approved
05/26/2005 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. See prior comment #1 (11/30/04): "Provide calculations to show that the specified canales are capable of handling the design rain runoff and providing overflow for the roof per Section D1.1, UPC 1994." The canales act as scuppers and cannot be sized using Table D-1 (roof drains and leaders). In addition, the PVC overflow (Keynote 11) is not shown on the drawing. The structural design of the roof must be capable of supporting the weight of the water that rises above the secondary drain if the primary drain is plugged. Reference Section 1611, IBC 2003.
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.

Final Status

Task End Date Reviewer's Name Type of Review Description
05/31/2005 JMORALE1 OUT TO CUSTOMER Completed
05/31/2005 ANGIE SHOFFSTALL REJECT SHELF Completed