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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T05CM03032
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/17/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | Coordinate the locations of the rooftop units and the skylights so that the skylights are not located within the required clearances of the rooftop units. Reference Section 304.1, IMC 2000. |
| 11/10/2005 | DOUG LAAKSO | BUILDING-COMMERCIAL | REVIEW | Denied | .. T05CM03032 .. 20 EAST SAHUARO STREET .. DGL .. 3rd REVIEW .. 11/15/05 .. ADDITION TO SERVICE CENTER .. S1. See prior comment S1. Provide documentation for Lot Combo. [S1. See prior comment # S1. Provide copy of Lot Combo and Official Address Slip from Pima County Addressing for change of address from 20 E Sahuaro to 26 E Sahuaro, ref drawing T-1. (S1.Address IBC issues with property line between 20 E Sahuaro St and 26 E Sahuaro St or provide copy of Lot Combo for 20 E Sahuaro St and 26 E Sahuaro St.)]. S2. See prior comment S6. Provide corrected allowable area calculation to conform to IBC Section 506 for a single building. [S6. See prior comment S7. Since the existing building and new addition have no separation between the buildings may not be analyzed as separate buildings but analyzed together as one building, clarify on code review checklist on drawing T-1. (S7. Clarify allowable area calculations with no increase allowed for automatic fire sprinklers, per Table 601 Footnote d as sprinklers are used for one-hour fire-resistance rating, non-separated uses for S1-repair garage, if this is the governing occupancy, per Table 503 and Section 5 of IBC.)] S3. See prior comment S16. Coordinate structural drawings and calculations with architectural revisions ref drawing A-1.0, details 209 and 210 on drawing S4.1 and S2.2. [See prior comment S19. Provide guard details on drawings addressing : 1.The requirement for guard located along open-sided stairways, walking surfaces, landings, etc which are located 30" above grade. 2. The guard shall form a protective barrier not less than 42" high, measured vertically above the leading edge of the tread or adjacent walking surface. 3. Guard shall have opening limitations per IBC Section 1012.3. 4. Provide guard at mechanical equipment per IBC Section 1012.5. [S19. Provide complete details for guards on open side of stairs and 2nd floor, to show conformance with IBC Sec 1012, (chain is not acceptable).] S4. See prior comment S23. Clarify toilet room dimensions comply with Code listed, including ANSI A117.1 Section 6, Fig. 604.3. [S23. See prior comment S27. See Chapter 6 of ANSI A117.1-2003ed. (S27. Provide dimensions and details for toilet rooms to show compliance with ANSI A117.1-2003 ed, per IBC Sec 1101.)] S5. See prior comment S26. Coordinate accessible drinking fountain, per ANSI A117.1 Chapter 6 forward approach required, two spouts required at heights indicated in Section 602.4, Protruding object protection required at drinking fountain per Section 307 and plumbing plans P1 and P2, with architectural plan A-1.0. [S26. See prior comment S35 and S37. Clarify accessibility of drinking fountain. (S35. Provide accessible drinking fountain or show on drawings if existing, ref table 2902.1. S37. Provide and specify/ show location of accessible drinking fountain, per IBC Table 2902.1.)]. S6.See prior comment S28. Clarify in narrative form inspections to be performed, describe the stages of construction at which structural observation is to occur and by whom, include samples of inspection reports and revise submission of reports to a weekly basis. {S28. See prior comment S39. No Inspection Program received , please provide required Inspection Program. (S39. Provide Inspection Program per 1997 Uniform Administrative Code Sec 302.5.)]. S7. See prior comment S29, for reference in complying to S6 above. [S29. See prior comment S40. (S40. Special inspection required for: 1. Expansion anchors. 2. Epoxy anchors. 3. Foundation excavations. 4. Soil compaction. 5. Grading. 6. Masonry. 7. Concrete. 8. Field welding. 9. Shop welding. 10. Engineered backfill.)] S8. See prior comment S30, for information only. [ S30. See prior comment S41. Submit required Shop Drawings after issuance of Building Permit. (S41. 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. Pre-engineered metal building. 2. Wood floor joists. 3. Guard including gate, 2nd floor and stair, ref Structural details 202 and 210. 4. Handrails at stair.)] S9. S31. Please organize two sets as complete sets ready for issuance of permits, on resubmittal. Put prior sets in separate roll of plans with resubmittal. Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111. |
| 11/16/2005 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/17/2005 | GBONILL1 | OUT TO CUSTOMER | Completed |
| 11/17/2005 | SUE REEVES | REJECT SHELF | Completed |