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Permit Review Detail

Permit Number: T06CM04777
Parcel: 13812050F

Address:
6440 S 6TH AV

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T06CM04777
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/02/2007 CHRISTY FOREMAN BUILDING-COMMERCIAL REVIEW Denied CITY OF TUCSON DEVELOPMENT SERVICES
STRUCTURAL REVIEW COMMENTS

DATE: 1-12-07
ACTIVITY NUMBER: T06CM04777
PROJECT NAME: TAQUERIA JENNY'S
PROJECT ADDRESS: 6440 S. 6TH AVE
ARCHITECT / ENGINEER: JESUS FLOREZ
PROJECT REVIEWER: CHRISTY FOREMAN


TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

PLEASE CALL AT 791-5550 X1108 OR EMAIL AT CHRISTY.FOREMA1@TUCSONAZ.GOV IF YOU CARE TO DISCUSS.

1) 1997 Uniform Administrative Code - section 302.5 Inspection and Observation Program. When special inspection is required by Section 306, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. The inspection program shall designate the portions of the work to have special inspection, the name or names of the individuals or firms who are to perform the special inspections and indicate the duties of the special inspectors.

The special inspector shall be employed by the owner , the engineer or architect of record, or an agent of the owner, but not the contractor or any other person responsible for the work.

When structural observation is required by Section 307, the inspection program shall name the individuals or firms who are to perform structural observation and describe the stages of construction at which structural observation is to occur.

The inspection program shall include samples of inspection reports and provide time limits for submission of reports.


2) Clarify / justify occupant load and fixture count.
3) Provide code analysis and specify type of construction and allowable square footage.
4) It appears building and covered porch north wall is on property line. Please justify per section 704.11 parapets and section 705.
5) Provide / clarify accessible route from parking lot to restroom and service counter. See ANSI A117.1 2003.
6) Drinking fountain spout heights and water flow ANSI 602.4 and 602.6.
7) Wind exposure B should be used per section 1609.4.
8) Provide lateral analysis including exterior dining enclosure.
9) Provide structural calculations / justification for column design at exterior dining area.
10) Provide structural calculations to justify reinforcement of exterior dining area walls.
11) Clarify placement and structural support for mechanical equipment.

12) Provide reviewed and approved shop drawings for trusses or request a deferred submittal by letter from the Building Official.
13) 1611.2 Ponding instability. Roofs with a slope less than one-fourth-unit vertical in 12 units horizontal (2 percent) shall be investigated
01/02/2007 BETSY COTTLE COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Completed impact fees do apply, no site or development plan submitted and approved within the deadline
western district
1090 sf
$2216.92
01/08/2007 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. The 2003 IECC does not allow the use of incandescent lighting on building exteriors, because source efficacy shall be at least 45 lumens per watt. Please revisit proposed fixtures and recheck existing.
2. Lumen count for the LPS fixture does not appear reasonable.
3. Provide catalogue cut sheets for all lighting fixtures. Such information shall include mean lumens, proof of full cutoff photometrics, and wet/damp location listings for exterior fixtures.
4. Provide sufficient documentation to prove that the orientation of the flood lights will be such that they will function as full-cutoff fixtures in their installed position. Cut sheet information shall include mounting orientation.
5. The use of a third #10 in the Ice Maker and Water Heater circuits is unclear.
6. Equipment Grounding Conductors are undersized. Reference NEC Table 250.166.
7. The load allocation of 1500W for Small Appliance circuits is applicable to Dwelling Units. This is not a Dwelling Unit.
8. The application of the 65% demand factor to the Appliance Circuits above is not allowed, for it mixes dwelling with non-dwelling calculations.
9. There appear to be at least 15 general receptacle outlets, not 4.
10. Add Disposal, Exhaust Fan, Furnace Blower, Condensate Hood, and Range Hood Fan to Electrical Load Calculations.
11. Calculate load for Ice Maker and Cold Table based on their operating voltage, not the rated voltage.
12. Power plan shows maintenance receptacle on Ckt 24. Panel schedule indicates that this circuit powers the Evap Cooler. Please clarify.
13. Provide an electrical circuit for the Condensate Hood on the Power Plan.
14. Clarify the voltage at which this system is designed to operate. According to the Riser Diagram, it's 120/208. Panel Schedule no indication. Load calculations are based on 240V.
15. Please note that TEP does not typically supply 208V, single phase service.
16. Provide electrical requirements for all equipment intended for line-to-line operation. Demonstrate that their rated voltages correspond to that of the power on site.
17. Show the location of the Electrical Service on the plans.
18. Provide voltage, phase, and short-circuit rating of electrical panel. Indicate whether it is with a Main Circuit Breaker, of Main Lugs Only.
19. Provide fault calculations.
20. Provide a feeder overcurrent protective device. Reference NEC article 240.
21. Since the building is new, please clarify the presence of existing circuits.
01/09/2007 HEATHER THRALL ZONING REVIEW Denied Zoning can review building plans for this project once the site plan is approved. Those plans can be reviewed over the counter, or with the standard resubmittal to building code, the plans will be routed to zoning.
01/12/2007 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). Reference Section 302.3, Uniform Administrative Code, 1997.
2. The design of the building appears to include an unglazed opening in the east wall. This opening does not meet the requirements of Section 802, IECC 2003. Demonstrate compliance of the building envelope using ASHRAE/IESNA 90.1-2001. Reference Section 801.2, IECC 2003.
3. Provide sufficient detail on the drawings to evaluate the energy compliance of the building envelope. The information shall, as a minimum, include U-factors of the envelope systems and fenestration components, along with the R-values of the insulation. Reference Section 104.2, IECC 2003.
4. Provide the installed weight of all of the rooftop equipment. Reference Section 106.3.1, IMC 2003.
5. Provide manufacturer's equipment data along with mechanical and electrical operating information for the evaporative cooler, furnace, Type I hood, makeup air system, and the exhaust fans. Reference Section 301.6, IMC 2003.
6. Provide structural calculations to verify that the roof is capable of supporting the dead load due to the installation of the roof top units and the grease hood. Reference Sections 302.1 and 507.6, IMC 2003.
7. If the pitch of the roof exceeds 3/12, provide service space for roof mounted equipment. Reference Section 306.6 IMC 2003.
8. Show how adequate access (i.e. walkways across the light gauge metal roof to the equipment service area) is being provided for the equipment located on the roof. Reference Section 306.5, IMC 2003.
9. Provide calculations demonstrating adequate ventilation. Reference Section 401.2, IMC 2003.
10. Provide information on the sequence of operation for the restroom exhaust to show that recirculation of the air from the restroom will not occur. Reference Section 403.2.1, IMC 2003.
11. Provide a design for the installation of the Type I hood over the cooking or heat-producing appliances. Include balancing information, clearances, and details to show how the hood is supported from the building structure. Reference Section 507.2, IMC 2003.
12. Show the location of the barbecue and provide a Type I hood for it. Reference Sections 106.3.1 and 507.2, IMC 2003.
13. Provide make up air for the kitchen hood that complies with Section 508, IMC 2003. Reference Section 507.2, IMC 2003.
14. Provide a roof plan showing the locations of al of the roof top equipment and vents. Reference Section 106.3.1, IMC 2003.
15. Provide information to show how the ductwork has been sized. Reference Section 603.2, IMC 2003.
01/12/2007 ROBERT SHERRY WATER REVIEW Denied 1. Indicate on the site utility plan 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
01/16/2007 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). Reference Section 302.3, Uniform Administrative Code, 1997.
2. Provide water isometrics and waste and vent isometrics. Reference Section 103.2.3, UPC 2003.
3. Provide equipment data for the water heater. Reference Section 103.2.3, UPC 2003.
4. Show slope of the building sewer line on drawing. Reference Section 103.2.3, UPC 2003.
5. Provide underground facility tracer wires per ARS 40-360.22.
6. Provide fixture descriptions (e.g. manufacturer and model number) for all plumbing fixtures. Reference Section 401.1, UPC 2003.
7. Provide a floor drain in the kitchen. Reference Section 412.2, UPC 2003.
8. Show how the temperature of the hot water supply to the public lavatories is controlled. Reference Section 414.1, UPC 2003 and Section 804.3, IECC 2003.
9. Provide combustion air openings for the furnace. Reference Section 507, UPC 2003, as amended by the City of Tucson.
10. Provide a detail of the water heater installation, including the excess pressure relief, expansion tank, and valves. Reference Sections 103.2.3, 605.5, and 608.3 UPC 2003.
11. Clarify the plumbing note describing the heat traps: "Discharge shall be 8" from the floor and pointing downward." Reference Section 103.2.3, UPC 2003.
12. Clarify the nature of the appliance located next to the condiment table in the exterior eating area. Reference Section 103.2.3, UPC 2003.
13. Provide calculations showing how the water supply piping has been sized. Reference Sections 610.4 and 610.5, UPC 2003.
14. If any appliances (e.g. ovens, ice makers, soda dispensers, etc) are to be directly connected to the water supply system and do not have listed, integral backflow preventers or integral air gaps conforming to Table 6-3, UPC 2003 provide backflow prevention. Show the locations of any such appliances and specify the type of backflow protection assembly that is to be installed. Reference Sections 602.3, 603.0, and Table 6-2, UPC 2003.
15. 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 2003.
16. Provide indirect waste piping for the ice machine. Reference Section 801.2, UPC 2003.
17. Provide direct waste connections for the wash and rinse sections of the 3-compartment sink, with an indirect connection for the sanitizing compartment. Reference Sections 304.0 and 801.2, UPC 2003.
18. Provide a vent to protect the grease trap from siphonage and backpressure. Reference Section 1002.1, UPC 2003.
19. Provide a vented flow control device for the grease trap. Reference Section 1014.3. UPC 2003.
20. Provide a cleanout downstream of the grease trap. Reference Section 707.8, UPC 2003.
21. Revise the detail of the grease trap shown on sheet P.1 to coordinate with the specified product. Reference Section 103.2.3, UPC 2003.
22. Provide information to show that the 2-way cleanout shown in the exterior eating area (sheets A.1 and P.1) complies with Sections 707.6 and 707.9, UPC 2003.
23. Provide information to show that the connection of the building sewer to the public sewer complies with the requirements of Pima County Wastewater (i.e. Wastewater Standard detail WWM 401, Revised 8/05). Reference Section 103.2.3, UPC 2003.
24. Show how stormwater is to be prevented from being introduced into the sanitary sewer by way of the mop sink. Reference Section 1101.2, UPC 2003.
01/19/2007 GERRY KOZIOL WWM REVIEW Approved
01/30/2007 JASON GREEN ENGINEERING REVIEW Denied Site plan must be approved prior to building plan approval.
01/30/2007 JASON GREEN ENGINEERING REVIEW Denied DATE: February 1, 2007
SUBJECT: Jenny's Taqueria- Engineering Review Site Plan
TO: Fernando and Juana Camacho
LOCATION: 6440 S 6th Ave T15S R134E Sec12, Ward 1
REVIEWERS: Jason Green, CFM
ACTIVITY: T06CM04777


SUMMARY: Engineering Division of Development Services Department has received and reviewed the proposed site plan and Drainage Statement (prepared by Rene A.G. Pina, P.E., dated December 8, 2006) for the above referenced property. Engineering Division does not recommend approval of the site plan at this time. The following items need to be addressed:


SITE PLAN COMMENTS:

1) DS Sec.2-02.2.1.A.3: Provide the project address on the site plan.

2) DS Sec.2-02.2.1.A.4: Revise the project location map on Sheet A.1. Identify the major roads on the projection location map. Verify the parcel location and the north orientation of the map.

3) DS Sec.2-02.2.1.A.8: Provide dimensions for the back-up spur shown on the site plan for the parking spaces along the western portion of the parking area. The spur must have a minimum of a 3-foot radii and 3 feet in depth, but must also provide a minimum of 3 feet between the back of spur and any wall obstruction that is over 6 inches in height. Refer to DS Sec.3-05 for all vehicular use area requirements.

4) DS Sec.2-02.2.1.A.8: Revise Section A-A to show the wheel stop curbing that is shown in the parking space detail. Wheel stop barriers must be used at al parking spaces to prevent encroachment into landscape or pedestrian circulation areas.

5) DS Sec.2-02.2.1.A.8: Revise the site plan to show that the required parking spaces do not encroach into the future right-of-way. All required parking spaces and proposed structures must be located outside of the future right-of-way line, verify if the last parking space is required or extra.

6) DS Sec.2-02.2.1.A.10: Provide existing and future sight visibility triangles (SVT), labeled and dimensioned, for the intersection of the PAAL at 6th Avenue (Collector Street). Refer to DS Sec.3-01.5.1 for sight visibility requirements and dimensions.

7) DS Sec.2-02.2.1.A.11 & DS Sec.3-01.3.2.C: Depict and label 18-feet radii concrete curbs per City of Tucson/Pima County Standard Detail 213 (PC/COT SD 213) at the driveway entrance along 6th Avenue. The curbs should be constructed at the edge of pavement and entirely on the subject property, which must also be depicted on the site plan.

8) DS Sec.2-02.2.1.A.11: Revise the site plan to show the minimum 20-foot separation that is required between adjacent driveways. Show and label the existing driveways adjacent to the site and verify the 20-foot minimum width. Refer to Tucson Code (TC) Chapter 25-39 for curb cut and driveway requirements.

9) DS Sec.2-02.2.1.A.11: Revise the site plan to allow for the required 24-foot wide PAAL, minimum 2-foot setback between the PAAL and any vertical object over 6-inches tall and a 5-foot wide pedestrian circulation path that is required along the south side of the building, refer to next comment.

10) DS Sec.2-02.2.1.A.12: Revise the site plan to show the required pedestrian circulation path around the proposed building. The pedestrian circulation path must be provided around the entire structure or clarify adequate pedestrian refuge areas to all public use areas. Pedestrian circulation must be 5-feet in width were adjacent to a PAAL and a structure. Refer to DS Sec.2-08 for pedestrian access requirements.
11) DS Sec.2-02.2.1.A.12: Revise the site plan to show the required 6-foot wide sidewalk with curb along the street frontage of 6th Avenue. Revise dimensions on site plan to show the 6-foot width. Per the adopted Mayor and Counsel policy all sidewalks along MS&R right-of-ways for arterial and collector streets require 6-foot wide sidewalks.

12) DS Sec.2-02.2.1.A.12: Revise the site plan to show the required pedestrian circulation path that is required from the proposed building to the required pedestrian circulation path located along 6th Avenue.

13) DS Sec.2-02.2.1.A.12: Clarify on the site plan that all handicap access ramps at crosswalks or at the transition of a pedestrian circulation area to a vehicular use area has the required detectable warning devices (truncated domes) per ANSI Standards A117.1-2003 Section 406.13.

14) DS Sec.2-02.2.1.A.14: Label and show on the site plan the maneuvering area for all loading zones required on the site plan. Refer to AASHTO for the national standards for turning radii.

15) DS Sec.2-02.2.1.A.16: Provide drainage arrows and locations of all concentration points. Specifically show roof down spout locations at pedestrian circulation areas. A detail for the dimension of the proposed scuppers that are used for collecting onsite roof drainage at all pedestrian sidewalk is required. Any scuppers proposed under the sidewalk will be designed and constructed to convey the 10-year flood flow. Provide a drainage statement showing scupper calculations that demonstrate that the 10-year flood flow is contained under the sidewalk.

16) DS Sec.2-02.2.1.A.16: Provide spot elevations on the site plan to verify that PAAL stormwater runoff does not pond in the southwest corner near the proposed refuse collection area, but instead drains into the 2-foot depressed curb and landscape area.

17) DS Sec.2-02.2.1.A.18: Revise the site plan to call out 6th Avenue as a Major Streets and Routes (MS&R). Provide a note stating that the site plan is in conformance with the MS&R overlay zone criteria.
18) DS Sec.2-02.2.1.A.19: Revise the site plan to label and show the intersection widening for the intersection of 6th Avenue and Valencia Road. Refer to the link for MS&R Plan intersection widening requirements:
a) http://www.tucsonaz.gov/planning/plans/regional/msr

19) DS Sec.2-02.2.1.A.19: Revise the site plan to verify that all parking spaces that are required are located outside of the future MS&R right-of-way (r-o-w) width for 6th Avenue. Label the 11-foot future sidewalk and curb area on the site plan to verify that all improvements are located outside of the future r-o-w.

20) DS Sec.2-02.2.1.A.20: Provide on the site plan all easements for existing and proposed utilities (water, gas, electric) and public/private sewer lines. The easements must be shown graphically on the plan together with recording docket and page reference.

21) DS Sec.2-02.2.1.A.21: Revise the site plan to provide dimensions from street monument lines to existing and proposed curbs, sidewalks, driveways, and utility lines.

22) DS Sec.2-02.2.1.A.23: Verify on the site plan the spot elevation located at the south side of the driveway entrance. Both grade and top of curb spot elevations show a 5-foot difference from the north side elevation. Revise the spot elevation or verify that there is a grade drop at the driveway entrance.

23) DS Sec.2-02.2.1.A.32: Provide a detail with dimensions for refuse container on the site plan, the enclosure must have a minimum inside clear dimension of 10 feet by 10 feet between steel bollards that are required between the container and the enclosure's rear and sidewall. Refer to DS Sec.6-01.4.2 for specifications and requirements on access, placement of containers, bin enclosure and construction. For curbside pickup a letter of approval will be required from COT Environmental Services and a Development Standard Modification Request (DSMR) may be required prior to site plan approval.

24) DS Sec.2-02.2.1.A.32: Label and show the maneuverability for refuse vehicles in plan view at the proposed refuse container location.

25) DS Sec.2-02.2.1.C: Revise the landscape plan to match the revised site plan. Verify that the SVTs on the landscape plan match the site plan. Provide a note on the landscape plan to state no structures and vegetation is allowed within 30" to 72" in height and will not be placed within the sight visibility triangles. Remove any proposed vegetation within the sight visibility triangle areas.

26) Revise Site Plan Keynote #17 to refer to the "City of Tucson Water Harvesting Guidance Manual, Ordinance # 10210", for recommendation on how to construct and maintain the required water harvesting areas. Provide a note stating that the landscape area to the west acts as a detention basin and must be maintained on a yearly basis and after every major storm event by the owner of the property to prevent sedimentation or erosion.


DRAINAGE STATEMENT COMMENTS:

27) DS Sec.10-02.2.3.2.E: Clarify the elevation data used on the Stage-Storage (S-S) Relationship table located in the Appendix of the Statement. City of Tucson MapGuide shows a 1998 PAG contour elevation of 2520 feet NAVD at the subject parcel, not 2481 feet as shown in the table. Figure 4 in the Drainage Statement shows the contour line that is represented on MapGuide, but it needs to be labeled.

28) DS Sec.10-02. : Clarify the weir Q100 outflow (1.79 cfs) shown in the S-S Relationship table. The detention basin routing sheet shows a peak basin inflow of 1.58 cfs. Clarify the difference in discharge values used for the S-S Relationship outflow versus the detention basin routing inflow. Verify that the cumulative storage of the landscape area is large enough to accommodate the balanced basin requirements.


GENERAL COMMENTS:

Provide a revised site plan and drainage statement that address the comments provided above. Include a comprehensive response letter addressing in detail responses to all of the above comments.

Further comments may be generated upon resubmittal of the site plan. Please enclose "redlines" with the resubmittal package for reference.

If you have any questions, or to schedule an appointment, I can be reached at 791-5550, extension 1189.



Jason Green, CFM
Senior Engineer Associate
Engineering Division
Development Services
12/26/2006 DAVE MANN FIRE REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
02/05/2007 CINDY AGUILAR OUT TO CUSTOMER Completed