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Permit Review Detail

Permit Number: T07CM02550
Parcel: 10512024D

Address:
4040 N ORACLE RD

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T07CM02550
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/06/2008 LOREN MAKUS ENGINEERING REVIEW Denied DEVELOPMENT PLAN APPROVAL REQUIRED.
05/06/2008 STEVE SHIELDS ZONING REVIEW Denied DSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: T07CM02550
Building Plan (2nd Review)

TRANSMITTAL DATE: May 06, 2008

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. The development plan will need to be reviewed as a site plan (yellow card). This review can be done over the counter as a walk through. 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 and stamped site plan. Additional comments may be forthcoming.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956.

C:\planning\grading\t07cm02550.doc

RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents
05/07/2008 MARTIN BROWN FIRE REVIEW Approved Please be advised that aproval of these plans does not constitute approval of the fire alarm plans, sprinkler plans, fire service underground plans, or type I exhaust hood fire suppression system(s). Separate submittals to the Fire Department are required for these items.
05/08/2008 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Denied 1. 1/8" LETTERING ON ALL DRAWINGS REQUIRED UNLESS A WRITTEN APPEAL IS APPROVED BY THE BUILDING OFFICIAL, JESSIE SANDERS. THIS APPROVED APPEAL MUST ACCOMPANY DRAWINGS SUBMITTED FOR CHECKING.
2. SHEET A141; SW CORNER: SECTION CUT 19/A214 IS INCORRECT (NO SECTION 19/A214). 2 THUS. MODIFY.
3. SHEET S521; SECTION 24: REFERENCE FOR STEEL BEAM TO 19/S501 IS INCORRECT (NO SECTION 19/S501). MODIFY.
4. SHEET A141; ROOF PLAN: SECTION 22/A143 SHOULD BE 'SIMILAR' (NO JOIST BEARING AT WALL). VERIFY.
5. SHEET A141; SECTIONS 16 & 21/A143: TUBE ROOF MEMBER INDICATED DOES NOT AGREE WITH 8&9/S531. CLARIFY.
6. SHEET A141; PLAN: ANTENNA SUPPORT REFERENCE TO SECTION 25/S522 IS INCORRECT. MODIFY.
7. SHEET A141; PLAN: SECTION CUT 14/A214 IS INCORRECT (NO SECTION 14/A214). MODIFY.
8. SHEET A214: WHERE IS SECTION 5/A214 REFERENCED/CUT?
9. SHEET A201; FRONT ELEVATION: SECTION CUT 4/A214 BETWEEN GRIDS 8 AND 9 IS INCORRECT (NO TRELLIS). VERIFY.
10. SHEET A201; FRONT ELEVATION: REFERENCE 2/A214 BETWEEN GRIDS 8 AND 9 SHOULD BE A SECTION CUT. VERIFY.
11. SHEET A213; SECTION 6: TOP OF PANEL ELEVATION IS INCORRECT. VERIFY.
12. SHEET A202; ELEVATION 8: CLEAN UP NOTE 24 AND DIMENSIONS.
13. SHEET A201; RIGHT ELEVATION: SECTION CUT 1/A212 BETWEEN GRIDS B AND B.6 IS INCORRECT (NO TRELLIS SHOWN/JOIST IN WRONG DIRECTION). VERIFY.
14. SHEET A201; RIGHT ELEVATION; SECTION 4/A213: CLARIFY JOIST DIRECTION WHEN SIDE OR REAR WALL.
15. SHEET A201; LEFT ELEVATION; SECTION 6/A213: CLARIFY JOIST DIRECTION WHEN SIDE OR REAR WALL.
16. SHEET A201; LEFT ELEVATION; SECTION 5/A213: CLARIFY JOIST DIRECTION WHEN SIDE OR REAR WALL.
17. SHEET A201; LEFT ELEVATION; SECTION 6/A212: JOIST IN WRONG DIRECTION.
18. SHEET A212; SECTION 3: REFERENCE TO DETAIL 18/A231 IS INCORRECT (DETAIL NOT USED). CLARIFY.
19. SHEET A212; SECTION 4: REFERENCE TO DETAIL 9/A231 IS INCORRECT (DETAIL NOT USED). CLARIFY.
20. SPECIAL INSPECTION FORMS ARE REQUIRED TO BE SUBMITTED FOR: TILT UP CONCRETE PANELS; FOUNDATION REINFORCING; CONCRETE AND REINFORCING; MASONRY REINFORCING; FIELD WELDING; EPOXY ANCHORS; HIGH STRENGTH BOLTS.
21. SHEET A361; SHEET S111: CLARIFY DOCK AREA. STRUCTURAL DOES NOT INDICATE DOCK LEVELLER EAST OF GRID LINE L, WHILE ARCHITECTURAL DOES.
22. SHEET A401; SHEET S111; SECTION 23/S501 SIM: CLARIFY GROCERY AREA FLOOR. STRUCTURAL INDICATES RECESSED SLAB WHILE ARCHITECTURAL INDICATES FLAT SLAB, WITH SLOPING SLABS AT BAKERY/DELI COOLER AND PRODUCE COOLER. CLARIFY.
23. SHEET S321; SHEET S531: SECTION 15 IS CUT ON PLAN 2, BUT S531 INDICATES SECTION NOT USED. CLARIFY.
24. SHEET S141; SHEET S521; SECTION 16 CUT ON GRID LINE B INDICATES JOIST GIRDER WHILE PLAN INDICATES STEEL BEAM. CLARIFY.
25. SHEET S321; SHEET S521: SECTION 18 ON PLAN 2 DOES NOT APPEAR TO BE CORRECT. VERIFY.
26. SHEET A321; PHARMACY PLAN: RESTROOM DOES NOT MEET ICC/ANSI A117.1-2003 REQUIREMENTS. SEE FIGURE 604.3.
27. SHEET A401; SHEET A406; GROCERY PLAN: INCLUDE DIMENSIONS IN THE COFFEE SEATING AREA ELEVATIONS TO SHOW ACCESSIBLE COUNTERS.
28. SHEET A111; SHEET A332: INCLUDE DIMENSIONS IN THE PHOTO PROCESSING AREA ELEVATIONS TO SHOW ACCESSIBLE COUNTERS.
29. GENERAL: MAKE SURE ALL SPECIFIC AREA ELEVATIONS INCLUDE DIMENSIONS TO SHOW ACCESSIBILITY.
05/09/2008 JOHN WILLIAMS COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Denied Waiting for Applicant to bring in Demolition Information.
05/23/2008 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. The applicable code for all commercial plumbing projects is the 2006 Uniform Plumbing Code with Local Amendments. Provide an approved appeal to the building official if the plans are to be reviewed to the 2006 IPC.
2. 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
3. Provide information to show that the hub drain (detail 4/P410) complies with Sections 411.1 and 804.1, UPC 2006.
4. All storage-type water heaters installed in a closed system require a listed expansion tank. Please show expansion tanks on plans. Reference: Section 608.3, UPC 2006 with local amendments.
5. The 2-way cleanouts, shown in Detail 3/P100, are in violation of Section 707.6, UPC 2006.
6. Revise the indirect waste receptor for the water softener to comply with the requirements of Section 804.1, UPC 2006.
7. Provide a direct waste connection for the wash and rinse sections of the 3-compartment sink, with an indirect connection for the sanitizing compartment only. Reference: Sections 304.0 and 801.2.3, UPC 2006.
8. Show the dimension for the required air gap for the water softener indirect waste receptor based on Table 6-3, UPC 2006.
9. Installation of an ASSE 1012-rated double check valve (DCV IAV) shall be installed per the manufacturer's specifications for a field-testable assembly. Reference: Section 603.1, UPC 2006.
10. Either a testable double check valve backflow preventer (ASSE 1015) or a reduced pressure backflow assembly (ASSE 1013) is required for use with the espresso machine. Reference: Table 6-2, UPC 2006.
11. Provide a reduced pressure backflow assembly (ASSE 1013) for use with the food service carbonator. Reference: Table 6-2, UPC 2006.
12. Relocate the reduced pressure backflow preventer (detail 6/P331) to conform to the access and clearance requirements of Section 603.3.4, UPC 2006.
13. Provide a pressure reducing valve for the water service exceeding 80 PSI (static). Reference: Section 608.2, UPC 2006.
14. Provide upper terminal cleanouts on horizontal drainage pipes exceeding 5 feet in length (horizontal drain lines serving sinks require cleanouts regardless of length). Reference: Section 707.4, UPC 2006
15. Clear water wastes (e.g. discharge from a reduced pressure backflow preventer, detail 6/P331) shall discharge into an approved indirect waste receptor. Reference: Section 812.0, UPC 2006.
16. Waste water from the Micro-E photo processor (detail 6/P331) and similar appliances shall discharge into an approved indirect waste receptor. Reference: Section 807.1, UPC 2006.
17. Revise the combination waste and vent system to comply with the requirements of Section 910.0, UPC 2006.
18. Provide calculations to show that the secondary roof drains (scuppers) are capable of draining the rainwater from a 60-minute, 100-year return storm. Reference: Section 1101.11.2., UPC 2006.
19. Revise the size of the low pressure gas piping serving water heaters WH-2 and WH-3 per Section 1217.1, UPC 2006.
20. Provide natural gas pipe sizing calculations for the low pressure gas pipes serving YE-1190 and YE-0797. Include gas loads and developed pipe lengths on the plans. Reference: Section 1217.0, UPC 2006.
05/23/2008 ROBERT SHERRY WATER REVIEW Denied 1. Tucson Water limits a 2" meter to a maximum demand of 80 GPM. Provide a letter from Tucson Water confirming that the use of a 2" water meter will be allowed for this project (104 GPM demand).
2. Provide a site utility plan showing the location of the reduced pressure backflow assembly, specify the reduced pressure backflow assembly being installed, and indicate the size of the assembly. Reference: COT Ordinance 9976, http://www.tucsonaz.gov/water/docs/backflow-ord.pdf
05/27/2008 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). (A 3/32" font may be allowed with an appeal to the building official.) Reference: Section 106.1.1, IBC 2006.
2. Show the size, routing, and termination of the condensate drains. Reference: Section 307.2, IMC 2006 with local amendments.
3. Provide calculations demonstrating adequate ventilation. Reference: Section 401.2, IMC 2006.
4. Provide structural calculations and details to show that the Type I hoods are supported from the building structure in accordance with Section 507.6, IMC 2006. Reference: Section 302.1, IMC 2006.
5. Show that the hood installation complies with Section 507.9, IMC 2006 for clearances (i.e. a smooth, cleanable, non-absorbent surface shall extend at least 18" beyond the hoods).
05/30/2008 LINDA BUCZYNSKI ELECTRICAL-COMMERCIAL REVIEW Denied TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

PLEASE CALL AT 520.837.4907 OR EMAIL AT Linda.Buczynski@tucsonaz.gov
IF YOU CARE TO DISCUSS.

1. Sheet E001. If site lighting is to be provided under a separate permit, indicate so very clearly on these plans, in every place where such lighting is referenced or accounted for. Otherwise, include such site lighting with the next submittal, including documented compliance with the 2006 IECC and the Tucson Lighting Code, http://www.tucsonaz.gov/dsd/Codes___Ordinances/Tucson_Lighting_Code.pdf.
2. Sheet E111. Demonstrate compliance with the Tucson Lighting Code for exterior fixtures, this permit.
3. Sheet E111. Could not find panel and circuit number for exterior fixtures.
4. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). Reference Section 106.1.1, IBC 2006.
5. Sheet E211. Provide panel and circuit number for VAV-15-1.
6. Sheet E221. Provide panel and circuit number for PRV-8. Typical.
7. Sheet E221. RTU-15 takes 30A fuse, maximum, per Mechanical Plans. Specify such on this sheet. Typical.
8. Sheet E221. Specify conductor size for RTUs.
9. Sheet E221. Provide disconnecting means for RTU-15. Typical.
10. Sheet E211. Provide panel and Circuit number for AC-1B.
11. Sheet E311. LP5-35 and LP5-37 have motor loads. Spares on panel schedule. Please clarify.
12. Sheet E311. LP8-1,3,5 have receptacle loads. Spares on panel schedule. Please clarify.
13. Sheet E321. Provide disconnecting means for Door Operators.
14. Sheet E321. Provide panel and circuit number for Water Heater.
15. Sheet E321. Provide power for E262 and E574, located 8-B.
16. Sheet E321. Provide power for E615 or E816 (bubble overwrites number), located 8-B.6.
17. Sheet E321. Provide power for E514 and E516, location aprox. 8-B.
18. Sheet E331. Put receptacles on panel schedule, LP7-1.
19. Sheet E351. Put receptacles on panel schedule, UPS1-26,28.
20. Sheet E361. Put receptacles on panel schedule, LPE2-25,27.
21. Sheet E361. Provide disconnecting means for Compactor Chute Exhaust Fan.
22. Sheet E361. Provide panel and circuit for BG-1.
23. Sheet E601. Values for sizing of RTUs used on this sheet are different from those on the Mechanical Schedule. Please clarify.
24. Sheet E601. Values for electrical requirements for VAVs used on this sheet are different from those on the Mechanical Schedule. Please clarify.
25. Sheet E621, E622, E623. Panel schedules not reviewed at 1/16". Will wait for 1/8" font size.
26. Sheet E611. Load Summary, and load calculations for distribution panels, to be reviewed after panel schedule review per comment above.
27. Sheet E611. The #6 conductor in the conduit on the secondary of Transformer TE-1, sized per NEC Table 250.66, should be #4.
28. Sheet E611. Conduit 11 takes a #2Cu Ground. Cond., not a #4. Reference NEC 250.122 (F) (1).
29. Sheet E611. Specify how many poles the Transfer Switches are to have. Reference NEC 250.30.
30. Sheet E611. Provide fault calculations.
31. Provide fault current rating of transfer switches, and all other equipment which may apply.
06/04/2008 GERRY KOZIOL WWM REVIEW Denied PUBLIC MANHOLE CAN NOT STRADDLE ROW & PRIVATE PROPERTY - IF IN ROW NEEDS TO BUILD PUBLIC SEWER - IF ON PRIVATE PROPERTY NEEDS MANHOLE TOP PERMIT
- NEEDS 8TH FLOOR DEMO CREDIT IF APPLICABLE

Final Status

Task End Date Reviewer's Name Type of Review Description
06/05/2008 THAUSER1 OUT TO CUSTOMER Completed
06/05/2008 GERARDO BONILLA REJECT SHELF Completed