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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 |
|---|---|---|---|---|---|
| 08/30/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | Show the location and weights of the rooftop units on the roof framing plans. Reference Section 106.3.1, IMC 2000. |
| 08/30/2005 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Approved | |
| 09/09/2005 | PATRICIA GILBERT | ENGINEERING | REVIEW | Approved | |
| 09/16/2005 | CRAIG GROSS | ZONING | REVIEW | Approved | |
| 09/20/2005 | DOUG LAAKSO | BUILDING-COMMERCIAL | REVIEW | Denied | .. T05CM03032 .. 20 EAST SAHUARO STREET .. DGL .. 2nd REVIEW .. 9/28/05 .. ADDITION TO SERVICE CENTER .. 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 #S2. Sidewalk spot elevation of 2381.08, appears to be much to low to comply with accessibility to building with a finish floor elevation of 2382, as this would be an 11 inch change at the exit door and the code requires level landings at each side of door , also provide slope on ramp max slope 1:12, spot elevation on landing at parking space access aisle with spot elevations at access aisle and parking space to show the are level within the limits of ANSI A117.1-2003 ed, Section 502 and IBC Section 1101.2, 1104 and 1106. (S2. Clarify accessible parking complies with IBC Chapter 11 Section 1106 and ANSI A117.1-2003 ed Section 502, ref drawing C-1.0.) S3. Clarify change of existing one-hour fire-rated wall to 2-hour fire-rated wall, as a two-hour fire-rated wall appears to be required by IBC Section 6 for the existing building and the addition, provide a copy of the listing for the fire-rating on the drawings or indicate on the drawings the equivalent thickness, Table and Item Number designation from IBC Chapter 7 Tables. (S3. Locate and define new and existing fire walls on site plan, ref drawing C-1.0.) S4. See prior comment #S4, show conforming Accessible Route on drawings. (S4. Locate and define Accessible Route on site plan C-1.0, see IBC Sec 1104 and ANSI Chapter 4, provide adequate grade elevations, van accessible access aisle, detectable warning, etc, on site plan to show compliance.) S5. Existing records show no permit for the tenant improvement of the warehouse shell space, no certificate of occupancy for the existing warehouse, no permit for the existing drinking fountain to remain, no permit for the sewer connection to the water fountain, no permit for the water connection to the drinking fountain, provide permits for the items not permitted in the existing warehouse and provide information to accomplish a certificate of occupancy for the existing warehouse and this addition. (S5. Provide floor plan of entire building existing and new, showing complete floor plan and use/occupancy of all spaces within the building new and existing .) 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.) S7. See prior comment S8. Provide listing for fire-rated joint. (S8. Provide details of how fire-rating is maintained at joint between new building and existing building at property line wall.) S8. See prior comment S9. Provide requested fire listings. (S9. Provide fire listing for fire-rated conditions on drawings ie: fire wall, joints in fire wall, fire wall to roof decking.) S9. See prior comment S10. Provide requested information. (S10. Indicate flame-spread rating requirements for interior finish materials on drawings, ref IBC Section 8.) S10. See prior comment S13. Comply with requirement for two exits per IBC Section 1018. (S13. Clarify mezzanine, this appears to be a 2nd floor and as such requires two independent exits, per IBC Sec 1018, extending continuously to the exterior of the building, explain occupancy, occupant load and exiting.) S11. See prior comment S14. Detail landings at doors. (S14. Clarify grade are level at exit doors with proper landings on each side of door, per IBC Sec 1008.) S12. See prior comment S15. Specify hardware at door 100A. (S15. Clarify door hardware, per IBC Sec 1008, specify fully on drawings.) S13. See prior comment S16. Show stair profile complies with requirements of IBC Section 1009.3.2. (S16. Specify stair finish, riser heights and nosing profile, to clarify stair conformance with IBC Sec 1009.) S14. See prior comment S17. Clarify bottom extensions comply with IBC Section1009.11.5, continue to slope for the depth of one tread beyond the bottom riser vs 12" horizontal at bottom riser on detail 8/A-3.0. (S17. Fully detail and locate handrails to show conformance with IBC Sec 1009, 11 and ANSI A117.1, addressing graspability, height above tread ,clearances, bracket extensions, extensions to handrails required on both handrails top and bottom of runs.) S15. See prior comment S18. Provide requested ramp details on the drawings, the cited standard has not been approved as meeting the IBC or ANSI A117.1-2003 ed by DSD, as it is a COT-DOT Standard. (S18. Provide ramp details to show conformance with IBC Sec 1010, 11 and ANSI A117.1.) S16. 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).] S17. See prior comment S21. Provide requested details to show how these buildings work together for weather protection, as well as fastening for wall coverings, flashing, etc. (S21. Provide details of attachment of new building to existing roof or walls at south wall of addition east and west corners and typical interior connections, flashing, etc., IBC Sec 14.) S18. See prior comment S22. Provide requested information on drawings. (S22. Clarify labeling requirements for safety glazing of doors and windows in specifications, on drawings, per IBC Sec 2406.) S19. See prior comment S23. Explain about metal building insulation, including backing , skylights, etc. (S23. Specify flame-spread and smoke -development requirements for foam-plastic, per IBC Sec 2603, 2609, and 2610.) S20. See prior comment S24. Provide calculation on drawing. (S24. Show on drawings by plan and calculation that requirements for minimum plumbing fixtures, per IBC Sec 29, have been complied with for the entire building.) S21. No record of this building having a Certificate of Occupancy exists in the file for this address, further it appears this building was constructed as a Shell Building and no Tenant Improvement Permit was taken out which would have generated a Certificate of Occupancy , therefore Permits must be taken out for any construction requiring a permit done in the existing building before the Permit for the addition can be issued. (S25. Show existing building complies with IBC Chapter 34, explain.) S22. . See prior comment S26. Show where this detail occurs on metal building shop drawings. (S26. Provide details for skylights.) 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.) S24. See prior comment S30. Clarify construction details, including spacing and connections for framing supporting gypsum board. (S30. Provide typical architectural details for furr-out of steel building walls and frames.) S25. See prior comment S32. Provide requested details on drawings. (S32. Provide connection details including fasteners required at soffit, toilet rooms and typical ceilings.) 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.) S27. See prior comment S38, Item 3. Clarify anchorage load per IBC Section 1604.8.2 is 280PLF vs 200 PLF Note 4 on Detail 212, explain. (S38. Provide structural calculations and details for: 1. Guard at south edge of 2nd floor (IBC Sec 1607.1). 2. Tieing double 2x's together to act as one unit without splitting the wood at holddowns. 3. Attachment of masonry wall to steel building at roof line, showing bond beam and bolts per IBC Sec 2109.7.4.) 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.) 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.) 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.) 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. |
| 09/28/2005 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Denied | Electrical plans do not have any Code issues as presented, but there appears to be an issue with Certificate of Occupancy for the existing installation. Please see Comment #5 Building Plans Examiner. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/05/2005 | KMEDINA1 | OUT TO CUSTOMER | Completed |