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Permit Review Detail

Permit Number: T05CM03285
Parcel: 12111022A

Review Status: Completed

Review Details: COMMERCIAL TI

Permit Number - T05CM03285
Review Name: COMMERCIAL TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/12/2005 JIM EGAN FIRE REVIEW Approved
09/13/2005 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Revise the font size used on the drawings to a minimum of 1/8 inch. Reference Section 302.3, Uniform Administrative Code, 1997.
2. Revise the duct insulation specified in specification section 15080 to show that the minimum resistance (R-value) of the duct insulation complies with the requirements of Section 803.2.8, IECC 2000.
3. Provide calculations demonstrating adequate ventilation. Reference Section 401.2, IMC 2000.
4. Provide a sequence of operation for exhaust fans EF-8 and EF-9 to show that the recirculation of ventilation air from the restrooms will not occur. Reference Table 403.2.1 (3), IMC 2000.
5. The exhaust fan schedule on sheet M4 indicates that EF-8 and EF-9 are to be provided with variable fan speed controllers. Show how the required minimum airflows are to be maintained. Reference Section 403.3, IMC 2000.
6. Provide continuous ventilation for the battery room (Room 112) per Section 502.4.2, IMC 2000.
09/13/2005 ROBERT SHERRY WATER REVIEW Approved
09/14/2005 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Revise the font size used on the drawings to a minimum of 1/8 inch. Reference Section 302.3, Uniform Administrative Code, 1997.
2. Provide the minimum plumbing facilities (e.g. drinking fountain) required by Table 2902.1, IBC 2003, for business occupancy.
3. Show how the new water piping relates to the existing water supply system and show that the additional connections do not cause the existing piping to be overloaded. Include all fixtures and the water requirements of the HVAC equipment when calculating the total demand and determining pipe sizes. Note that the existing eyewash located in room 114 may require a minimum water pressure greater than 15 psi. Reference Sections 101.5.1 and 610.1, UPC 1994.
4. Provide water supply isometrics. Reference Section 103.2.3, UPC 1994.
5. Provide waste and vent isometrics. Reference Section 103.2.3, UPC 1994.
09/17/2005 PATRICIA GILBERT ENGINEERING REVIEW Denied Approved site plan is required, prior to the building plan approval from Engineering.
09/29/2005 GERRY KOZIOL WWM REVIEW Denied RECOUNTED ALL PLUMBING FIXTURES- NEEDS WASTEWATER 8TH FL CREDIT EVALUATION- NEEDS TO IDENTIFY SIZE OF EXISTING CONNECTION TO PUBLIC SEWER (PREVIOUS PERMITS)
09/30/2005 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. Demonstrate compliance with the Tucson Lighting Code, effective April 12, 2005, http://www.tucsonaz.gov/dsd/Codes___Ordinances/Tucson_Lighting_Code.pdf.
2. Minimum font size is 1/8". Please enlarge as necessary.
3. Electrical Roof Plan shows 4 receptacles on Circuit ELP1-16. This Ckt is a spare according to the Panel Schedule.
4. Please clarify why CRAC-5 and CRCU-5 are considered redundant for the purpose of load calculations.
5. Load from ELP2 as documented on MDP, is lower than that calculated at Panel Schedule ELP2.
6. The "c" value used for the Fault Calculation from TEP to the Utility Section implies aluminum conductor, which would have an ampacity of (6) (270) = 1620A, which is less than the 1720A resultant from the Load Calculations on MDP. Please clarify.
10/14/2005 DOUG LAAKSO BUILDING-COMMERCIAL REVIEW Denied .. T05CM03285 .. 4937 EAST SPEEDWAY BOULEVARD .. VERIZON WIRELESS - WIRELESS TELEPHONE SWITCHING CENTER .. DGL .. 1ST REVIEW .. 11/08/05 ..

S1. Clarify Code Analysis on the drawings including :
1. Incidental uses ( Battery room, etc)explain protection provided to comply with Code requirements.
2. Show Code required fire walls , including Code required hourly fire-rating.
3. Provide a copy of the fire listing or other justification such as the Item Number from the Tables in IBC Section 7, along with complete details of the fire-rated assembly complying with the listing to be installed within the building, on the drawings.
4. Show exterior fire-rated walls with listings and details on the drawings.
5. Should you wish to provide fire-rated items in excess of the Code requirements, please explain and show them on the drawings.
S2.Clarify on drawing A1.1 the Code complying man-gate at the accessible route is to remain.
S3. Revise sidewalks on Speedway to conform to Code as part of accessible route.
S4. Clarify Allowable Area Calculation on Code Review Checklist explain fire-sprinkler increase for a partially fire-sprinklered building.
S5. Clarify fire-resistance rating requirements for exterior walls per IBC Table 602 indicate on site and floor plans.
S6. Indicate on drawings Occupancy and Type of Construction of prefab building to remain to show compliance with overall Occupancy and Type of Construction.
S7. Explain unprotected opening in exterior wall per IBC Section 708,at door #15.
S8. Provide occupant load calculation on drawing A2.1, per IBC Section 1004.
S9. Provide on drawing list of interior wall and ceiling finish requirements per IBC Table 803.5.
S10. Identify accessible means of egress on drawings per IBC Section 1007.
S11. Clarify landings at exterior doors are provided per IBC Section 1008.1.5.
S12. Extend footing completely under exterior wall across "corridor " #118 and storage room #113 to existing foundation on lines 4 and 5.
S13. Provide details of connection from new to existing :
1. Footings ( 2D, 3B, 3C, 4E,5E).
2. Masonry walls (2D, 3B, 4.2E, 4.9E).
3. Masonry lintels(3C, 4E, 5E).
S14. Remove/ justify flush bolts at doors per IBC Section 1008.1.8.4 Bolt locks. Manually operated flush bolts or surface bolts are not permitted.
S15. Indicate on drawings signage is provided at exit doors "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." per IBC Section 1008.1.8.3.2.2.
S16. Indicate Accessible Route on drawings per IBC Section 1104.
S17. Clarify, on drawings, door hardware functions to show compliance with accessibility requirements or provide door hardware shop drawings to show compliance, per IBC Section 10 and 11.
S18. Provide toilet rooms conforming with IBC Section 1109 and ANSI A117.1-2003ed Chapter 6 ;
1. Door shall not swing into the clear floor space or clearance for any fixture.
2. Provide vertical grab bar per ANSI Section 604.5.
3. Locate toilet paper dispenser per ANSI Section 604.7.
4. Detail; clear floor space, knee and toe clearances at lavatory on drawings, per ANSI Section 305.3, 306 and 606.
S19. Provide signage on drawings, per IBC Section 1110.
S20. Provide 2nd set of specifications.
S21. Provide hole through scupper face equal to required opening through parapet or delete scupper above bottom of opening through parapet, ref detail 1/A2.3, 2/ A2.3, 3/A2.3, 4/A2.3, to provide required drainage, per IBC Section 1503.
S22. Provide typical cross-section of interior partitions showing materials of construction and connections to structure above and below with fastener type, size, spacing/number, including bracing and furring, per IBC Section 25 and 1607.13.
S23. Provide sign, per IBC Section 2902.6.3 complying with ANSI A117.1 Section 703.5, at men's and woman's toilet rooms.

S24. Provide roof plan with roof mounted equipment located dimensionally, ref A2.3.
S25. Clarify seismic tie from concrete slab-to-masonry wall at detail 8/S4.2, decking-to-ledger-to-masonry wall per detail 11/S4.1, per IBC Section 1604.8.2.
S26. Clarify show on drawings minimum masonry opening is provided on drawings, ref details 5/S4.1, 6/S4.1, 7/S4.2, 9/S4.2, minimum opening reinforcing is provided, minimum #4 bar extending 24" beyond the jambs over the top of the opening and each jamb containing a minimum of 1-#4 bar running vertically from the stemwall to the first continuous bond beam above the opening, per IBC Section 21.
S27. Provide structural calculations addressing connection of roof beams to existing masonry walls, specifically addressing the anchor capacity.
S28. Provide structural design for:
1. Anchors of pipe rail to parapet, detail 8/A6.2.
2. Canopy, ref detail 7/A6.2, structural calculations and details.
S29. Provide up-dated soils report to comply with 2003 IBC.
S30. Provide an inspection program per 1997 Uniform Administrative Code Section 302.5.
S31. Special inspection is required for:
1. Masonry.
2. Epoxy anchors.
3. Field welding.
4. Soils.
5. Concrete.
6. High strength bolting.
7. Shop welding.
8. Steel.
9. Foundations.
S32. 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. Metal decking.
2. Pipe rail at roof mounted equipment Detail 8/A6.2.


Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111.
10/18/2005 HEATHER THRALL ZONING REVIEW Denied Building plans may not be approved prior to approval of the site plan.