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Permit Review Detail

Permit Number: T05CM03032
Parcel: 115051520

Address:
26 E SAHUARO ST

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T05CM03032
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
06/29/2005 JIM EGAN FIRE REVIEW Approved
06/30/2005 ROBERT SHERRY WATER REVIEW Approved
06/30/2005 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Provide calculations demonstrating adequate ventilation. Reference Section 401, IMC 2000.
2. Show the location and weights of the rooftop units on the roof framing plans. Reference Section 106.3.1, IMC 2000.
07/01/2005 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. The fixture connection sizes called out for the flush valves will result in water velocities greater than 8 FPS. Limit the water velocity to less than 8 FPS for the copper piping. Reference Section A 6.1, UPC 1994 and IAPMO IS 3-93, Section 610.0.
2. Provide a riser diagram for the natural gas piping to clarify the pipe routing.
3. Provide material specifications and piping arrangement for any compressed air piping being installed with the air compressor shown on the electrical drawings. Reference Section 103.2.3, UPC 1994.
07/06/2005 BLANCA ESPINO ENGINEERING REVIEW Denied AN APPROVED SITE PLAN IS REQUIRED.
07/19/2005 LINDA BUCZYNSKI ELECTRICAL-COMMERCIAL REVIEW Denied TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

PLEASE CALL AT 791-5550 X1106 OR EMAIL AT Linda.Buczynski@tucsonaz.gov
IF YOU CARE TO DISCUSS.

1. Since the plans were sealed after April 12, 2005, the new Tucson Lighting Code applies, http://www.tucsonaz.gov/dsd/Codes___Ordinances/Tucson_Lighting_Code.pdf.
2. Since receptacles are to be installed at 18" AFF according to the Electrical Symbols, they should be listed for their installation in the Classified Area. Otherwise, please specify a higher mounting height.
3. Please specify that the Insta-Hot be located such that it is installed greater than 18" AFF in the restroom adjacent to the shop.
4. Would like to discuss the Compressor motor.
5. Please specify that any conduit which must be run through the Classified Area be rigid metal conduit. Reference NEC 501.4 (B) (1).
6. Please provide Lighting Power Budget per the 2000 IECC.
07/21/2005 GERRY KOZIOL WWM REVIEW Approved
07/25/2005 DOUG LAAKSO BUILDING-COMMERCIAL REVIEW Denied .. T05CM03032 .. 20 EAST SAHUARO STREET .. DGL .. 1ST REVIEW .. 8/10/05 ..
ADDITION TO AUTO MOBILE SERVICE CENTER ..

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. Clarify accessible parking complies with IBC Chapter 11 Section 1106 and ANSI A117.1-2003 ed Section 502, ref drawing C-1.0.
S3. Locate and define new and existing fire walls on site plan, ref drawing C-1.0.
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. 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. Clarify occupancy/ies, as this appears to be an S1 [Motor vehicle repair garages complying with the maximum allowable quantities of hazardous materials listed in Table 307.7(1) (see Section 406.6)] - occupancy throughout, if this is the case explain on the drawings, if different also explain on the drawings.
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.
S8. Provide details of how fire-rating is maintained at joint between new building and existing building at property line wall.
S9. Provide fire listing for fire-rated conditions on drawings ie: fire wall, joints in fire wall, fire wall to roof decking.
S10. Indicate flame-spread rating requirements for interior finish materials on drawings, ref IBC Section 8.
S11. Specify on drawings minimum height of roof beam above floor at lowest point, ref 3/A3.0 and IBC Section 1003, clarify protection if required per ANSI.
S12. Clarify exiting from existing building, showing on drawings that the addition does not eliminate code required exiting at existing building ref IBC Chapter 10, 11, 34 and ANSI A117.1-2003 ed.
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.
S14. Clarify grade are level at exit doors with proper landings on each side of door, per IBC Sec 1008.
S15. Clarify door hardware, per IBC Sec 1008, specify fully on drawings.
S16. Specify stair finish, riser heights and nosing profile, to clarify stair conformance with IBC Sec 1009.
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.
S18. Provide ramp details to show conformance with IBC Sec 1010, 11 and ANSI A117.1.
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).
S20. Provide details for 'surrounding materials' at toilets, as required by IBC Sec 1210.
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.
S22. Clarify labeling requirements for safety glazing of doors and windows in specifications, on drawings, per IBC Sec 2406.
S23. Specify flame-spread and smoke -development requirements for foam-plastic, per IBC Sec 2603, 2609, and 2610.
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.
S25. Show existing building complies with IBC Chapter 34, explain.
S26. Provide details for skylights.
S27. Provide dimensions and details for toilet rooms to show compliance with ANSI A117.1-2003 ed, per IBC Sec 1101.
S28. Designate men's and woman's toilet rooms on drawings and signage, clarify access to each, per IBC Sec 2902.2 and 2902.6.3.
S29. Provide cross-section through typical interior partition showing materials of construction, connection details with callouts for : type of fasteners, fastener size and number/spacing of fasteners at top and bottom of partition to structure.
S30. Provide typical architectural details for furr-out of steel building walls and frames.
S31. Provide details for installation of infill at door openings through masonry wall including connections of wood framing to masonry.
S32. Provide connection details including fasteners required at soffit, toilet rooms and typical ceilings.
S33. Specify rollup doors.
S34. Locate and detail accessible service counter.
S35. Provide accessible drinking fountain or show on drawings if existing, ref table 2902.1.
S36. Provide details for wood guard at south side of 2nd floor including materials of construction and connections for required loading to structure.
S37. Provide and specify/ show location of accessible drinking fountain, per IBC Table 2902.1.
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.
S39. Provide Inspection Program per 1997 Uniform Administrative Code Sec 302.5.
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.
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.
S42. Provide typical structural holdown detail.
S43. Provide details at drag strut to shear wall or explain further how this load transfer takes place.
S44. Provide 12 inch depth of embedment, minimum of foundation toedowns, ref Details 102 and 103 on drawing S3.1 vs 8 inches noted at exterior, per IBC Sec 1805.2, provide letter of clarification from Soils Engineer as the soils report indicates exterior footings should be placed a minimum depth of 18 inches below finished grade.




Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111.
08/12/2005 DAN CASTRO ZONING REVIEW Denied Zoning Review Section may not approved the building plans prior to site plan approval. Site plan is currently under review. Assure that all structure heights, size, and location match those shown on site plan.

Final Status

Task End Date Reviewer's Name Type of Review Description
08/15/2005 CINDY AGUILAR OUT TO CUSTOMER Completed
08/15/2005 SUE REEVES REJECT SHELF Completed