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Permit Review Detail

Permit Number: T04CM00284
Parcel: 11007414B

Address:
3925 E GRANT RD

Review Status: Completed

Review Details: COMMERCIAL TI

Permit Number - T04CM00284
Review Name: COMMERCIAL TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/11/2004 JIM EGAN FIRE REVIEW Approv-Cond Fire sprinkler design and installation shall be in accordance with NFPA 13 2001 edition and TFD requirements.
03/15/2004 JIM TATE ENGINEERING REVIEW Approved Site Plan approval required.
03/18/2004 Robert Sherry PLUMBING-COMMERCIAL REVIEW Denied 1. Provide water pressure and water pipe sizing calculations. Reference Appendix A, UPC 1994.
2. Add a count of all of the fixtures used in this project to the plumbing fixture schedule. Reference Section 610.1, UPC 1994.
3. Include all fixtures and water outlets when calculating the total demand and determining pipe sizes. Reference Section 610.1, UPC 1994.
4. City of Tucson Ordinance 1802 requires a reduced pressure backflow preventer to be located immediately after the water meter. Please show the RPBP on the drawings and include the pressure drop on the water calculations.
5. Provide backflow preventers for appliances being directly connected to the water supply system if they do not have listed, integral backflow preventers or integral air gaps. Show the type of backflow preventer used for each connection on the drawings. Reference Section 603.0, UPC 1994.
6. Provide listing information for hose bibb HB2 that shows that the integral vacuum breaker will function when mounted upside down. Reference Section 603.2.6, UPC 1994.
7. Provide the rim elevation of the next upstream sanitary manhole and the first floor elevation. Determine need for backwater valve per Section 710.1, UPC 1994.
8. Coordinate the building sewer (leaving building near E-5, sheet P1) with the civil drawing C4. Reference Section 103.2.3, UPC 1994.
9. Provide an accessible cleanout in each vent of a combination waste and vent system. Reference Section 910.6, UPC 1994.
10. Fixtures that are roughed in above the floor (e.g. sinks) are not to be connected to a combination waste and vent system. Reference Section 910.5, UPC 1994.
11. Provide upper terminal cleanouts on horizontal drainage pipe 5'-0" or longer and for sinks and urinals. Reference Section 707.4, UPC 1994.
12. The offset tailpiece shown in Detail 4/P1 is limited to a total length of 24". Reference Section 1001.4, UPC 1994.
13. Termination of the excess pressure relief from the water heater over a service sink is not approved location. Reference Section 608.5, UPC 1994.
14. Provide the natural gas pipe sizing calculations. Include gas pressures and developed pipe lengths on plans. Reference Section 1217.0, UPC 1994.
03/18/2004 ROBERT SHERRY WATER REVIEW Approved
03/18/2004 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Provide structural calculations and details to show that the exhaust hoods are supported in accordance with Section 507.6, IMC 2000.
2. Provide calculations demonstrating adequate ventilation. Reference Section 401, IMC 2000.
3. Provide refrigerant plans sealed by an Arizona Registrant.
04/02/2004 LINDA BUCZYNSKI ELECTRICAL-COMMERCIAL REVIEW Denied TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

PLEASE CALL AT 791-5550 X1106 OR EMAIL AT LBUCZYN1@CI.TUCSON.AZ.US
IF YOU CARE TO DISCUSS.

Sheet E1
1. Provide a catalogue cut sheet and mounting orientation for Fixture B. Note that such a fixture shall conform to the requirements set forth in Table 5 of the Outdoor Lighting Ordinance, http://www.ci.tucson.az.us/dsd/Codes___Ordinances/Building_Codes/Outdoor_Lighting_Code.pdf.

Sheet E1.2
1. Detail 1, Site Lighting Plan, is too vague. Contractor should not be sizing conduit and conductor, and determining circuiting and Wal-Mart property limits, the Engineer shall perform this. Please detail any outdoor lighting work on the Electrical Sheets, including fixture schedules and cut sheets.
2. If any lighting pole exceeds 25' in height, provide pole and foundation details for evaluation by Structural Plans Examiner.
3. Same as comment #1 for Sheet E1 above regarding Detail 3, Truck Dock Mounting. Demonstrate compliance with the Lighting Ordinance.

Sheet E2
1. Keynote 16.603 on Power Plan near Grid Point 2.8, A does not have correspondence in the legend.

Sheet E2.1
1. Provide disconnect for EF on Ckt L1P-9.

Sheet E2.2
1. Provide transformer weight for evaluation by Structural Plans Examiner, who may require more information on Detail 7/E3.

Sheet E4
1. Feeder B20, consisting of derived conductors of a derived AC system, shall have its equipment ground sized per Table 250-66. Thus the copper ground shall be 2/0, not #1. The aluminum ground shall be 4/0, not 2/0. Please re-evaluate conduit sizing as well
2. Feeder B20, according to NEC 240-21 (c) (3) (a), shall consist of conductor with ampacity greater than the secondary current rating of the transformer. 2-350 kcmil Cu have ampacity of 620 A. Secondary current rating of the 225 KVA X'FMR is 625A. Same with the 500 kcmil Al.
3. Feeder C22, consisting of derived conductors of a derived AC system, shall have its equipment ground sized per Table 250-66. Thus the copper ground shall be 2/0, not 1/0. The aluminum ground shall be 4/0, not 3/0. Please re-evaluate conduit sizing as well.
4. Conduit on the line side of MSB1 should not have GND conductor, as it would consist of a parallel path to ground.
5. Please explicitly size the Main Bonding Jumper. (5) (400 kcmil) = 2000 (0.125) = 250 kcmil Cu. See NEC 250-102 (c).
6. Detail #3 Utility Coordination refers to MSB1 and MSB2. Line diagram only has MSB1 and MSB1 exterior. Please clarify.
7. Last figure (1145) on the last column of the load calculations does not appear to be correct. Concur with the KVA TOTAL and TOTAL AMPS, even though the values for the component loads do not match demand loads in all cases.
8. Please show fault calculations, or printout of parameters of such. Show how there are 8562A and 8485A of AFC at L1B and L2B, respectively.
9. In the case of series-rated panels, specify line side and load side overcurrent devices which are intended to operate together, and their respective ratings.

Sheet E4.1
1. Ckt H1A-18 appears to have no load. Please clarify.
2. Pnl H1A appears to have 54 circuits, in violation of NEC 384-15. Please clarify.
3. It is not clear how the 10 and 15 HP motors (cooling tower and pump) Ckts H1B-32, 34, 36 and H1B-38, 40, 42 are to be provided with overload protection, and what the conductor sizes are from the feeder to the individual motors, and whether the 60A CB at the panel is intended for ground fault and short circuit protection, or just to protect the conductor. Please provide more information.

Sheet E4.2
1. Panel L1B appears to total 195.55 KVA feeder load and 543A, as opposed to 521 A.
2. Panel CHL appears to total 55 Total Load Amps and 69 Feeder Load Amps, not 30. It looks as though the current was calculated as for a 480V panel, as opposed to 208.
3. Ckt L2B-2,4,6 with #2 conductor, is not protected at 125A. Ampacity of #2 is 115A. Please correct, or justify otherwise.
04/08/2004 DAN CASTRO ZONING REVIEW Approved
04/09/2004 GERRY KOZIOL WWM REVIEW Denied Needs WW IWC - Tom Tomchak review of photo operation 579-5771. Need 8th floor WW credit evaluation 740-6500
04/09/2004 DOUG LAAKSO BUILDING-COMMERCIAL REVIEW Denied .. T04CM00284 .. 3925 E GRANT ROAD .. DGL .. FIRST REVIEW COMMENTS ..
.. #1 THROUGH #38 .. 4/9/04 ..

S1. Demolition Permit required for removal of existing building (partial), see attachment.
S2. Provide complete and proper Legal Description on the building Permit drawings.
S3. Provide site plan locating store building and remote pharmacy canopy dimensionally
from two adjacent property lines.
S4. Clarify site lighting Re: relocation of light pole, ref drawing #C4 item R and S,
address on electrical plans, specify pole height and provide structural calculations
for footing.
S5. Indicate Occupancy Group and Type of Construction of adjacent existing buildings
on drawing A1, per Uniform Administrative Code Sec 302.
S6. Indicate Design Codes used on drawing #A1, per Uniform Administrative Code Sec 302.
S7. Show walls separating WalMart from adjacent buildings, including fire-ratings
and materials of construction.
S8. Provide address on building per Pima County Addressing Ordinance , 15 inch
minimum height numbers, see attached, ref drawing A1 and A2.
S9. Provide premises identification per IBC Sec 501.2.
S10. Please explain on 'Code Review Checklist' :
1. How uses can be both Separated and Non-separated per IBC Sec 3 .
2. Fire Area size in square feet and number of Fire Areas A,B,C,etc.
S11. Indicate, on drawings, exterior wall fire-rating required (2 hours),per IBC
Sec 6 and 7 and exterior wall fire-rating provided, detail and justify fire-ratings
by Listing.
S12. Clarify exits through produce storage and receiving areas by providing exit corridor
through these areas from sales area to the exterior of the building, per IBC Sec 1003,
and 1004.2.3.
S13. Provide additional exit lights in sales area adjacent to exits leading to doors #100A
And #117A.
S14. Clarify how doors at alcove, at exit door #117A, will be changed to swing out only
in direction of egress as required by IBC Sec #1003.3.1.2.
S15. Submit 2 sets of shop drawings and calculations, stamped and signed by an
Arizona Registered Engineer for approval to the City of Tucson Development Services
Department prior to erection.
Shop drawings shall be reviewed and bear the approval stamp of the Architect or
Engineer of Record prior to submission to the City of Tucson.
Submit shop drawings for :
1. Power-operated exit doors
2. E.I.F.S.
3. Walk-incoolers
4. Walk-in freezers
5. Metal roof joists and girders
6. Metal roof decking and floor decking
7. Awnings.
S16. Clarify landings at exit doors #100A, #100B, #117A, #105A and #105B per
IBC Sec #1003.3.1.4, #1003.3.1.5 and ANSI A117.1-1998ed.
S17. Clarify accessible route/s from site arrival points to building, indicate on
site plan #C1, provide adequate spot elevations and details to show compliance
with IBC Chapter 11, Sec 1104 etc and ANSI A117.1- 1998 ed.
S18. Fully dimension toilet rooms for accessibility, including dimensionally
locating fixtures in plan and elevation, showing conformance with IBC Sec
1108 and ANSI A117.1 - 1998 ed, Chapter 6, ref 2/A5.2.
S19. Explain and detail to show how accessibi;ity to comply with items
enumerated in IBC Sec 1108.3 through 1108.13 are complied with on drawings,
as well as ANSI A117.1 - 1998 ed Chapters 7, 8 and 9, ref drawings #a5, A5.1,
A5.2, A9, PH1 and PH2.
S20. Provide required accessibility signage per IBC Sec 1109 and ANSI
A117.1-1998ed Sec 703, show on drawings, ref A2.2.
S21. Clarify mezzanine room height complies with 7'6" required minimum
Ceiling height of IBC Sec 1207, ref drawing A6.4.
S22. Indicate roof assembly classification on drawing A4, ref IBC Sec 1505
And 1507.13.
S23. Show compliance with Tucson Code Chapter 11, Article III. Smoking ,
at Smoking Lounge, see attached copy of excerpt from Tucson Code.
S24. Separate Building Permits required for rack storage system.
S25. Provide Structural Design Criteria page and sealed and signed Index
for Structural Calculations, per Uniform Administrative Code Sec 302.
S26. Provide readable Structural Calculations , Please make pages #8,9, 10,
11, 12, 13, 14, 19, 20, 25, 27, 29, 31, 33, 34 and 39 readable.
S27. Provide sketches in Structural Calculations showing locations of design
elements, loads and forces in structures (building , canopy, site), per IBC
Sec 1603.
S28. Clarify posting of Live Load at mezzanine, per IBC Sec 1603.3.
S29. Clarify Dead Loads compliance with IBC Sec 1606,ref P1 of Structural
Calculations.
S30. Clarify Masonry Wall Design per IBC , ref Calculations page 6, 7 and 13.
S31. Clarify Lateral Analysis including existing walls, chords, ledgers,
seismic ties of roof diaphragm to walls.
S32. Clarify Footing Design.
S33. Provide Structural Design Calculations for Drive-thru Canopy,
ref 1/S5.2 and 2/S5.2.
S34. Provide calculations for support of miscellaneous equipment, including
suspended electrical transformer 7/E3, canopy 6/S5.2, jib crane A4,
satellite dish 5/A4.1, flagpole 15/A2.1, etc per IBC Sec 1621.
S35. Justify table for masonry walls P 13 of Structural Calculations.
S36. Provide Inspection Program for each type of Special Inspection
Required, per Uniform Administrative Code (1997), Sec 302.5.
S37. Special Inspection required for :
1. Soils
2. Concrete
3. Masonry
4. Epoxy anchors
5. Expansion anchors
6. Field Welding
7. Shop welding
8. High-strength bolting
9. Seismic per 7/S0 schedule
As noted.
S38. Fully detail structural connections of new construction to
Existing construction at wall footings, roof to existing walls, new
masonry wall to existing masonry wall at footing, stem wall, horizontal
bond beams, including top of wall, roof line and intermediate.

Questions? Call Douglas Laakso, Structural Plans Examiner COT- DSD,
At (520) 791-5550 x 1111.

Final Status

Task End Date Reviewer's Name Type of Review Description
04/12/2004 TAMI ACHONG OUT TO CUSTOMER Completed
04/09/2004 ANGIE SHOFFSTALL REJECT SHELF Completed