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Permit Review Detail

Permit Number: T07CM03057
Parcel: 132166420

Address:
817 E OHIO ST

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T07CM03057
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/20/2007 DAVE MANN FIRE REVIEW Approved
07/25/2007 JOHN WILLIAMS COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Completed Impact Fee's Do Apply; West District; Church 4,292 Square Feet; $10,187.70
07/30/2007 TERRY STEVENS ZONING REVIEW Denied 07/30/07

Development Services Department
Zoning Review Section

Terry Stevens
Lead Planner

Comments:

1. The building plan has been reviewed by Zoning Review Section but cannot approve the plan until it has been approved by the Engineering, and Landscape Review Sections and until all zoning comments or concerns have been addressed.

2. Zoning could not verify that the building plan was in compliance with the approved site plan. Please submit two copies of the approved and stamped site, landscape, and NPPO plans with the next building plan submittal.

3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved site plan. Additional comments may be forthcoming.
08/09/2007 WILDAN BUILDING-COMMERCIAL REVIEW Denied August 9, 2007


City of Tucson Development Services
201 N. Stone Avenue
Tucson, AZ 85701

RE: DOWNTOWN KINGDOM HALL – 1ST REVIEW
CITY OF TUCSON LOG NO. T07CM03057
WILLDAN PROJECT NO. 13881-7068

The initial review for the above project has been completed. This letter contains comments which need to be addressed by written responses to each which indicate any actions taken. In order to facilitate a shorter second review, all indicated corrections and revisions to the plans must be made, and two complete new sets of prints, along with one complete redlined set, must be returned to our office. To avoid delays, ensure that all corrections have been made, are complete, and have been coordinated on all applicable detail and note sheets, and that all changes have been highlighted with appropriate revision numbers, revision dates, and “cloud bubbles.” Pen or pencil corrections on final prints are not acceptable.

This project has been reviewed for conformance with the 2006 IBC, 2003 IMC, 2003 IECC, 2002 NEC codes with local modifications, and the 2003 UPC with State of Arizona Amendments. Any revisions to this plan will require an additional review and approval by Willdan.

Should you have questions regarding the comments herein, please contact your plans examiner Chris Kiel.

Occupancy Occup. Load Construction Area S.F. Sprinklered Alarms
A-3 204* VB 5834* No No
* - Please refer to the comments below regarding these items

Special Inspection is required for the following items:
Structural Masonry
Post tension slab
Epoxy Anchors

The following items are acceptable for deferred submittals:
Roof trusses

GENERAL COMMENTS:
Please provide a code analysis on sheet A001 that specifies the codes under which the plans have been designed and coordinate the regarding the building area and toilet facilities per section 106.1.1 of the 2006 IBC.

A signed special inspection form from the City of Tucson is required at the time that the plans are resubmitted for a back check. Reference the City of Tucson Submittal Policy.

A deferred submittal letter for roof trusses will need to be forwarded directly to the Building Official and approved prior to the plans being delivered to the City. Reference the City of Tucson Submittal Policy.

ARCHITECTURAL COMMENTS:
Sheet A101
Please revise the size of the landing at the stage platform per section 1010.6.4 of the 2006 IBC as the lower corner is removed.

Please provide the required clear floor space on the pull side of the door at office #2 per section 404.2.3 of ANSI 117.1-2003.

Please provide the required maneuvering clearance on the pull side of doors 3 and 4 per section 404.2.3 of ANSI 117.1-2003 as doors with closers required a minimum depth of 54”.

Please provide handrails at the stairs and ramps for the stage per sections 1009.10 and 1010.8 of the 2006 IBC.

Please provide the required high/low drinking fountain per section 1109.5 of the 2006 IBC and section 602 of ANSI 117.1-2003. In addition, please provide protection regarding horizontal projections per section 1003.3.3 of the 2006 IBC and section 307 of ANSI 117.1-2003.

Please provide accessible water closets in the men’s and women’s restrooms per section 1109.2 of the 2006 IBC. The current submittal only provides a unisex toilet room while not provide accessible water closets within the men’s and women’s restroom.

Please revise the access to the accessible urinal per section 305.7 of ANSI 117.1-2003 as a minimum 36” width is required when the alcove depth is greater than 24”.

Please provide protection regarding horizontal projections per section 1003.3.3 of the 2006 IBC and section 307 of ANSI 117.1-2003 for the report counter and contribution boxes.

Please revise door #9 to provide the required maneuvering clearance for a front approach on the push side per section 404.2.3 of ANSI 117.1-2003 which requires 12” on the latch side if the door has both a latch and closer.

Please provide additional information for the fixtures in the baby care room in order to verify compliance with the applicable sections of ANSI 117.1-2003.

Sheet A501
Please provide panic hardware for door 12 per section 1008.1.9 of the 2006 IBC.

Sheet A502
Please provide protection for the wood members in contact with the concrete slab at the ramp in accordance with section 2304.11 of the 2006 IBC.

Please provide additional information regarding the accessible lavatories in order to verify compliance with section 606 of ANSI 117.1-2003 (i.e. knee and toe clearances, pipe protection, etc.).

Please provide additional information regarding the placement of the accessible water closets in order to verify compliance with section 602.4 of ANSI 117.1-2003 and the placement of the toilet paper dispenser per section 604.2.

Please revise the height for the nonabsorbent surface around the women’s water closets in accordance with section 1210.2 of the 2006 IBC.

Sheet A601
Please revise the occupant load to include the stage area per section 1004 of the 2006 IBC.

STRUCTURAL COMMENTS:
General
Please provide structural calculations for the building, post tensioned slab and light pole bases and the referenced soils analysis per section 106.1.1 of the 2006 IBC.

PLUMBING COMMENTS:
Sheet A401 & S102
Please coordinate the information regarding the roof drainage per section 103.2.3 of the 2003 UPC. The current submittal of the roof framing plan and elevations conflict regarding the storm water removal system (scuppers vs. roof drains). In addition, please provide additional information regarding the storm water removal system in order to verify compliance with chapter 11 of the 2003 UPC (i.e. area served by each drain, drain size, discharge location, secondary drainage system, etc.).

Sheet P101
Please provide a waste line for the second lavatory in the men’s and women’s restrooms per section 103.2.3 of the 2003 UPC.

Please revise the denoted codes for the system design to the currently adopted codes for the City of Tucson (2003 UPC).

Please revise the size of the water meter per the Tucson Water’s requirements as a 1” meter can only supply 25 gpm and coordinate this information throughout the plan set.

Please coordinate the sewer connection location between the plumbing and site plans per section 103.2.3 of the 2003 UPC. If the plumbing plans represent the desired location, please verify that the owner wants the denoted two-way cleanout near the main entrance.

Please provide a cleanout for the urinal per section 707.4 of the 2003 UPC.

Please provide a floor drain in the men’s and women’s restrooms per section 412.2 of the 2003 UPC.

MECHANICAL COMMENTS:
Sheet M101
Please revise the denoted energy conservation code to the one adopted by the City of Tucson (2006 IECC).

ELECTRICAL COMMENTS:
Sheet E102
Please provide emergency power for the egress illumination on the discharge side of the exit at door #9 and at the stage ramp per section 1006.3 of the 2006 IBC.

ENERGY CONSERVATION
Please provide a COMcheck for the building envelope, mechanical and lighting systems in order to verify compliance with the 2006 IECC.

ACCESSIBILITY COMMENTS:
Please refer to the Architectural Comments for issues concerning accessibility.



Sincerely,

WILLDAN




Chris Kiel, C.B.O., M.C.P.
Building Official

CEK/jk
08/10/2007 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. The applicable code for this project is the 2006 Uniform Plumbing Code with Local Amendments.
2. Provide a roof drainage design. Reference Sections 103.2.3 and 1101.11, UPC 2006.
3. Verify that the installation of the thermal expansion tank conforms to the manufacturer's listing and installation requirements. Reference Section 301.1.1, UPC 2006.
4. Provide fixture descriptions for all plumbing fixtures. Reference Section 401.1, UPC 2006.
5. Provide a floor drain in the restrooms having two water closets or one water closet and one urinal. Show that the floor of the restroom slopes toward the floor drain. Reference Sections 411.2.1 and 411.4, UPC 2006.
6. Show how the temperature of the hot water supply to the public lavatories is controlled. Reference Section 413.1, UPC 2006 and Section 504.3, IECC 2006.
7. Provide a watertight pan of corrosion-resistant material under the water heater with a drain to an approved location. Reference Section 508.4, UPC 2006.
8. The design of the water heater piping, with a valve located between the water heater and the expansion tank, makes it impossible for the expansion tank to accommodate the thermal expansion of the water in the water heater, as intended by Section 608.3, UPC 2006. Reference Section 505.6, UPC 2006.
9. Provide a detail of the water heater installation, including the excess pressure relief, expansion tank, vacuum relief, and valves. Reference Sections 103.2.3, 605.5, 608.3, and 608.7 UPC 2006.
10. Revise the drawings to show the hot water connected to the left side of the fittings. Reference Section 601.3, UPC 2006.
11. Show the route and termination of the T&P relief piping for the water heater. Reference Section 608.5, UPC 2006.
12. Provide a vacuum relief for storage-type water heaters located above any fixture outlets. Reference Section 608.7, UPC 2006.
13. If the specified water heater is not supplied with integral heat traps, provide heat traps on the supply and discharge piping. Reference Section 504.4, IECC 2006.
14. If the specified water heater is not supplied with integral heat traps, provide 0.5" of insulation with a maximum conductivity of 0.27 btu per inch/h °F on the first 8 feet of supply and discharge piping. Reference Section 504.5, IECC 2006.
15. Provide upper terminal cleanouts on horizontal drainage pipe over 5 feet in length (e.g. the PC LAV). Reference Section 707.4, UPC 2006.
16. Coordinate the names of the rooftop units on the gas piping plan with the gas calculations.
08/10/2007 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. Indicate location of Fixture A on site lighting plan.
2. Provide panel and circuit for Fixture E on site lighting plan.
3. Lighting Code Compliance counts 1 Fixture A. There are 3 on Sheet E102.
4. Account for Fixture K on the Lighting Code Compliance. Reference Sheet E102.
5. Provide calculations for lighting pole and foundation.
6. Specify pole material.
7. Specify foundation material.
8. Provide Equipment Grounding Conductor for site lighting. Reference NEC Part VI.
9. Provide electrical load information on panel schedule for Ckt PP-8.
10. Demonstrate that the water heater is cord-connected.
11. Plumbing plans shall provide electrical requirements for water heater.
12. Provide power requirements for the recessed can, Ckt 15, Ckt 5.
13. Provide power requirements for the wall sconce Ckt 17 Ckt 13 Ckt 7.
14. Provide cut sheets for wall sconce.
15. Account for Fixture K on the luminaire fixture schedule, Ckt 13.
16. Provide cut sheet for Fixture K.
17. Provide locations for AC-1 through AC-4 on electrical plans.
18. Provide conductor size for AC-1 through AC-4.
19. It appears that the distance from the SES to Panel LP is 45 feet, not 90 feet. Fault calculation still may result in a figure under 10K, but a correction would insure greater accuracy and prevent misunderstandings in the future.
08/10/2007 ROBERT SHERRY WATER REVIEW Denied 1. Specify the make and model of the reduced pressure backflow preventer to be installed and confirm the pressure drop for it at the design flow.
2. Coordinate the size of the water meter to be used with the civil drawings.
08/10/2007 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Revise the ventilation calculations (ASHRAE 62.1-2004) to comply with the requirements of Section 403.3, IMC 2006, as amended by the City of Tucson: the occupant density used for calculations must be at least equal to the default occupant density (Table 6-1).
2. The value "Ez" for ceiling supply/ceiling return using gas heat is 0.8, not 1.0. Reference Table 6-2, ASHRAE Standard 62.1-2004.
3. Specify the minimum resistance (R-value) of the duct insulation to be used on this project. Reference Section 503.2.8, IECC 2006.
08/14/2007 LOREN MAKUS ENGINEERING REVIEW Denied The site plan must be approved before the building plan can be approved.
08/16/2007 GERRY KOZIOL WWM REVIEW Denied 1:downtown kingdom hall of jehovahs witness
2:need site utility plan showing location/method of connection to public sewer (elec site plan does not agree with build sewer plan)

Final Status

Task End Date Reviewer's Name Type of Review Description
08/28/2007 DELMA ROBEY OUT TO CUSTOMER Completed
08/28/2007 DELMA ROBEY REJECT SHELF Completed