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Permit Review Detail

Permit Number: T05CM04911
Parcel: 11713038C

Address:
44 E BROADWAY BL

Review Status: Completed

Review Details: COMMERCIAL TI

Permit Number - T05CM04911
Review Name: COMMERCIAL TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/03/2006 CHRISTY FOREMAN BUILDING-COMMERCIAL REVIEW Denied CITY OF TUCSON DEVELOPMENT SERVICES
STRUCTURAL REVIEW COMMENTS

DATE: 1/10/06
ACTIVITY NUMBER: T05CM04911
PROJECT NAME: OFFICE BUILDING CONVERTED TO APTS & RETAIL
PROJECT ADDRESS: 44 E. BROADWAY
ARCHITECT / ENGINEER: PAUL WEINER
PROJECT REVIEWER: CHRISTY FOREMAN


TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

PLEASE CALL AT 791-5550 X1108 OR EMAIL AT CFOREMA1@CI.TUCSON.AZ.US IF YOU CARE TO DISCUSS.

1) Clarify / justify separation between retail space and parking garage. See code sections 302.3, 302.3.1, and 302.3.2. It appears should have a 2 hr separation. Also see section 406.2.7.

2) Site plan must be approved before a building permit can be issued.

3) Sht. A0.09 section 503 ground floor M and S2 clarify specification of U.

4) Justify clarify building height per table 503 maximum height allowed for IIA construction. Also clarify per section 504 height modifications.

5) Justify mezzanine per section 505 of 2003 IBC.

6) Drawing. A0.09 specifies 0 hr see table 601 structural frame 1hr for IIA construction please clarify.

7) IB construction bearing walls per IBC specifies 2 hr please clarify on sht. A0.09.

8) No construction permitted beyond property lines.

9) Sht. A0.09 clarify floor construction table 601. Clarify if reduction was used for justifying height of building.

10) Sht. A0.09 roof construction - justify 0hr fire rating for IIA construction. It appears should be 1 hr. rating

11) Per 704.8 east and west wall zero lot line no openings allowed.

12) Clarify north and south elevation per section 704.9. Does exception 2 apply.

13) Clarify parapet at gym per section 704.11 on east and west.

14) Clarify east and west wall per section 705.1.

15) Clarify retail first floor wall per table 705.4.

16) Clarify east and west wall comply with section 705.5.

17) Clarify / justify joint system shown A0.02 ASTM E 1966 or UL2079 section 713 and 713.3.

18) Stair width needs to be provided per IBC 2003 see section 3406 must have 44" clear per 1009.1.

19) Accessible means of egress are required see section 3406 change of occupancy requires the building to be fully accessible.

20) Clarify at least one of the elevators complies with 1007.4.

21) Clarify / justify corridor space outside of dwelling unit 3 and dwelling unit 5 per section 1016.3.

22) Biofiber "Wheat" provide specifications justify class "C" finish.

23) Provide dimensions for accessible parking.

24) Provide details for ramp clarifying accessibility.

25) Clarify accessibility of elevator per ANSI A117.1 2003.

26) Address accessibility for living units. Clarify / justify per 1107.5, 1107.6, & 1107.7.

27) Clarify units without natural light are provided with artificial light per 1205.3.

28) Clarify units at stairways have adequate lighting per 1205.4.

29) Clarify construction / assemblies between units is specified per 1207.2 and 1207.3.

30) Detail 5/A3.31 does not appear the right detail for area specified on floor plans called out at garbage shute locations.

31) Clarify fire classification of roofing materials.

32) Provide details sht. A2.03 detail 2/A2.03, and 3/A2.03 per A117.1 ANSI 2003.

33) Provide specifications for glass block on east wall for fire wall rating.

34) See 403.3.2 shaft enclosures for 1 hr. reduction for fire sprinkler.

35) Clarify / justify atrium space per section 404.

36) Clarify / justify 1 hr. fires separation between S2, M/R2.

37) Structural calculations shall reference Western Tech report issued 12/7/05.

38) Justify exposure "C" per category 1609.4 drawing sheet S4.0 specifies exposure "B".

39) Drawing M1.60 shows 32 condensing units. A structural calculation RF-1 specifies 18 units. Provide calculations and framing for units shown. Structural calculations on page RF-1 and RF-2 appear to be incomplete for what is shown on M1.60.

40) Clarify / locate 2 - 4 x 4 x 5/16 on sht. 7 of structural calculations.

41) Provide diagram clarifying location of framing members specified on page 8.

42) Call out for HRB-1 on structural calculations missing on drawing S#.2.

43) Provide dimension lines for mezzanine framing on structural drawings.

44) Clarify / justify MB-4 W12 x 26 on drawing S3.0 for mezzanine calculations pg. 21 specifies W12 x 19.

45) Clarify dimensions and span for MB-7, MB-8 shown on drawing S3.0.

46) Specify MB-7 on drawing S3.0.

47) Provide diagram with structural calculations showing location for framing members specified on page 35.

48) Page 26 of structural calculations show new web members. Please provide calculations justifying these modifications.

49) Provide calculations / justification TS 8x4x3/16 columns and 3 ½" pipe columns.

50) 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.
01/03/2006 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. The applicable mechanical code is the 2003 International Mechanical Code.
2. Show how the parking garage meets the ventilation requirements per Section 401.2, IMC 2003.
3. Show how the retail shell obtains its ventilation. Reference Section 401.2, IMC 2003.
4. Provide justification of the occupant load used to determine the ventilation requirements for the common room (room #5000). Reference Section 403.3, IMC 2003.
5. Specify the minimum resistance (R-value) of the duct insulation (for rigid and flexible ducts) to be used on this project. Reference Section 803.2.8, IECC 2003.
6. Clarify the manner of insulating the ductwork; the duct material schedule calls for wrapping the duct (with minimal lining) but the HVAC notes call only for lining the ducts. Reference Section 106.3.1, IMC 2003.
7. Provide operating and maintenance clearance for the condensing units as recommended by the manufacturer. Reference Section 306.1, IMC 2003.
8. Provide balancing data for the residential (i.e. bathroom powder room, and utility room) exhausts. Reference Section 106.3.1, IMC 2003.
9. Provide a sequence of operation for the residential exhaust fans including part-and no-load conditions and smoke conditions. Reference Section 106.3.1, IMC 2003.
10. Specify the fire/smoke damper to be used for the residential exhausts. Reference Section 106.3.1, IMC 2003.
11. Show the size and location of the access to the fire/smoke damper, the smoke detector for the fire/smoke damper, the backdraft damper, and the motorized control damper. Reference Section 106.3.1, IMC 2003.
12. Clarify the construction and location of the "horizontal chase" noted in note #7, sheet M1.45. Reference Section 106.3.1, IMC 2003.
13. Revise the design of the condensate trap shown in detail 9/P1.70 as recommended by the manufacturer. Reference Section 304.1, IMC 2003.
14. Show the locations and required sizes of the maintenance and filter access panels for the split-system fan-coils. Reference Section 306.2, IMC 2003.
15. Provide a design and design analysis for a smoke control system for the atrium. Reference Sections 404.5 and 909, IBC 2003 and Section 513, IMC 2003.
01/10/2006 DAVID RIVERA ZONING REVIEW Denied cannot approve building until site plan is approved.
01/19/2006 LINDA BUCZYNSKI ELECTRICAL-COMMERCIAL REVIEW Denied TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.
INCLUDE EMAIL ADDRESS OF ENGINEER/ARCHITECT/DESIGNER WITH NEXT SUBMITTAL
PLEASE CALL AT 791-5550 X1106 OR EMAIL AT Linda.Buczynski@tucsonaz.gov
IF YOU CARE TO DISCUSS.

1. Please submit catalogue cut sheets for all lighting fixtures.
2. City will evaluate Fixture J for FCO per the Lighting Code with the satisfaction of Item #1 above. Note that there is no such section as 5.1B in the Tucson Lighting Code.
3. Please note that the non-FCO needs to be added to the FCO element per Table 5.1 of the Tucson Lighting Code.
4. Provide panel and circuit for lighting fixtures (3) I & (1) G, NW corner 1st floor.
5. The load on HP1-14 is receptacle load on Sheet E1.1, and CU on panel schedule. Please clarify.
6. HP1-35 is used twice as a panel/circuit designation on Sheet E1.1.
7. Clarify the meaning of L5 on First Floor Lighting and Power Plan.
8. AC units on Heat Pump Schedule take 230V. Please coordinate with Mechanical and clarify that they may be powered on 208V, and if so, with what power consumption.
9. Masterspec format prints out with certain words faded out. Not a Code issue, but you may desire to correct this.
10. Specifications 16071 1.1 have places to Insert value and Insert designation. Please clarify here, and in all other places which may apply.
11. Please address overload protection for such small units at AC1-2, AC1-3, AC1-4, AC5-1, AC5-2. If they come with overloads from the manufacturer, disregard.
12. LP1 is used as a panel designation on Elec Rm Detail Sheet E1.1. No such panel, but HP2 is not depicted. Please clarify.
13. Reference Keynote 1 Sheet E1.3. Address Code-required disconnect NEC 680.12, emergency switch per NEC 680.41, GFCI protection per NEC 680.44, receptacle per NEC 680.43 (A). Plans Examiner willing to discuss receptacle requirement, because there does not appear to be a practicable way to comply. Would like to see cut sheets of this equipment.
14. Reference Keynote 4 Sheet E1.3. Address emergency switch per NEC 680.41, and GFCI protection per NEC 680.44 (must be listed per 680.44(A). Would like to see cut sheets of this equipment.
15. CU1-1 listed on Circuit R1-6,8 on Sheet E1.4. The entire panel is spares per the panel schedule. Please clarify.
16. On Sheet E1.4, please provide conductor sizes for AC-R-1 and AC-R-2.
17. Reference Sheet E2.1. Please specify the grounding conductor per NEC 820 (B) (1).
18. Residential Circuit 22 may not be used to power more than one bathroom, because it serves more than just receptacle loads. Reference NEC 210.11 (C) (3) Exception.
19. Please provide AFCIs on the plans for all branch circuits applicable under NEC 210.12 (B).
20. Please size the conductors for residential circuits 13-15, 6-8, 18-20, and 24-26.
21. It appears that the Living Room needs another receptacle in order to comply with the requirements of NEC 210.52 (A) (1). Typical for all units.
22. Please install a receptacle in Bathroom 2516 Unit 5. Reference NEC 210.52 (D).
23. Ckt 30 is listed as a spare on Typical Tenant Panel. It powers bedroom receptacles in plan view. Please clarify.
24. Please indicate circuit for exterior dwelling Lighting Fixture Q.
25. From the Plumbing Riser Diagram Sheet P1.80 WH-1 is provided in the dwelling units. Listed at 4500W on schedule, same sheet. Please correct this figure in the Demand Load Calculation for each Tenant Panel.
26. Add Garbage Disposal to Demand Load Calculation for each Tenant Panel.
27. Total Building Service Demand Load, in evoking NEC 220.30, must base such calculation on the connected loads in 220.30 (C), not the result of 220.30.
28. Please account for the track lighting on Panel HP1, in the feeder and service calculations. Reference NEC 220.12 (B).
29. Service entrance may need to be increased based on Comments #28 and #29 above.
30. Provide load calculations for the 400A wireway powering the 2 house panels and the 112.5 KVA X'FMR.
31. Specify the line side and load side devices in the series rating intended for the tenant panels. There are 3 OCPDs in series: that at the meter center, the main on the panel, and the branch circuit breakers. Specification Section 16491 1.3 discusses fuses based on series ratings, but there are no fuses in this system on the plans. Please clarify.
32. Provide fault current and rating for such at new 400A service disconnect.
33. Provide fault current at New Panels HP1 and HP2.
34. According to NEC 240.21 (C) (2) 1 b, the ampacity of the secondary conductors of the 300 KVA X'FMR, which is 380A, does not meet the requirement that it be not less than the rating of the 400A wireway device supplied by these conductors.
35. Specification Section 16461, Dry Type Transformers, is missing. This is needed to evaluate these transformers according to the requirements of NEC 450. Please submit as well representative cut sheets of both the 112.5 and 300 KVA X'FMRS.
36. Provide a mounting detail and structural calculations for both 112.5 and 300 KVA X'FMRS, sealed by a Registered Structural Engineer.
37. Please include sufficient detail on a 3-dimensional basis, to determine compliance with NEC 110.26.
38. Per NEC 695.5, the transformer for the fire pump equipment shall have overcurrent protection. Please see the 2002 Handbook, 976-978, which includes some commentary and an Exhibit. Using Table 430.151 (B) (nameplate information shall be used if available) as a reference for the LRC of both motors, it appears that the 5 HP Jockey Pump and the 40 HP Fire Pump would draw 46 + 290 = 336ALRC, SECONDARY, or 775ALRC, PRIMARY. Next largest size is 800A OCPD.
39. It appears that the overcurrent protective device requirement referenced in Comment #38 above mandates compliance with NEC 695.4 (B). Note especially the requirements for suitability as service equipment, capability of being locked in the closed position, location remote from other disconnecting means and associated labeling.
40. The fire pump equipment service conduits apparently need to be encased in a 2" concrete/brick envelope. Reference NEC 695.6 (A), 230.2.
41. It appears that the fire pump supply conductors do need a service disconnect. See NEC 695.3 (A) (1), 230.72 (B), and 230.82 (4) Handbook commentary.
42. A disconnect is shown in the New Fire Pump Distribution Equipment, but not on the SLD. Please clarify on SLD the location of this new disconnect switch.
12/20/2005 JIM EGAN FIRE REVIEW Denied 1. Provide complete fire sprinkler system design criteria on plan.
2. Indicate locations for existing standpipes (to remain).
Indicate location of existing fire pump and fire department connection for standpipes and sprinklers.
3. Indicate atrium enclosure per 2003 IBC Sec. 404.5.
4. Fire alarm plans incorrect.
5. Provide atrium smoke control design per 2003 IBC Sec. 404.4.
12/27/2005 GERRY KOZIOL WWM REVIEW Denied needs 8th floor credit evaluation
12/28/2005 PATRICIA GILBERT ENGINEERING REVIEW Denied Approved site plan is required prior to building plan approval.
12/30/2005 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. The applicable codes for all commercial plumbing projects are the 2003 Uniform Plumbing Code with Local Amendments, the 2003 International Energy Conservation Code, and the 2003 International Fuel Gas Code.
2. All plans require a minimum of 1/8" type, all uppercase. Reference Section 103.2.3, UPC 2003
3. Provide strainers and flashing for the three roof drains shown on sheet A2.60 (the "bridge") and detail 1/A3.32. If secondary drainage is not to be installed, provide structural calculations to show that the structure is capable of supporting ponded water if the primary roof drains become totally blocked. Include the storm flow from these drains with the roof drains located below. Reference Sections 1101.11.2, 1105.2, and 1105.4, UPC 2003.
4. Show the design and dimensions of the scuppers noted on sheet A2.60. Reference Section 103.2.3, UPC 2003
5. Provide separate and independent conductors and/or leaders for the primary and secondary roof drains. Reference Section 1101.11.2.2, UPC 2003.
6. Coordinate the plumbing design with the architectural drawings (e.g. P-6 not included in architectural drawings). Reference Section 103.2.3, UPC 2003.
7. Coordinate the plumbing schedule, plans, and riser diagrams. Detail 1/P1.80 appears to be unique and not similar to the other plumbing stacks. The plumbing schedule does not include all of the fixtures shown on the plans. Reference Section 103.2.3, UPC 2003.
8. Provide the minimum plumbing facilities required by Table 2902.1, IBC 2003, for mercantile occupancy.
9. Provide fixture descriptions for all plumbing fixtures. Reference Section 401.1, UPC 2003.
10. Show how the maximum discharge water temperature is to be limited for the bathtubs. Reference Section 421.0
11. Include all fixtures and other water outlets (e.g. icemakers and hot tub fillers) when calculating the total demand and determining pipe sizes. Use the fixture units shown in the 2003 UPC. Reference Sections 610.1 and 610.3, UPC 2003.
12. Provide water shut off valves for each dwelling unit, accessible within the dwelling unit it serves. Reference Section 605.3, UPC 2003.
13. Provide operating information for the existing water booster pump system and show that the system is capable of supplying the proposed water distribution system. Reference Section 103.2.3, UPC 2003.
14. Provide a vacuum relief for storage-type water heaters located above any fixture outlets. Reference Section 608.7, UPC 2003.
15. Show that the existing water booster pump system installation includes a low-pressure cut off switch. Reference Section 609.8, UPC 2003.
16. Provide information to show that the installation of the T&P relief piping complies with the manufacturer's listing requirements. Reference Section 310.4, UPC 2003.
17. Show what the "approved manner" of attaching the water heater support to a wall is. Reference Section 103.2.3, UPC 2003.
18. Show how the hot tubs are to be heated, filtered, and drained. Reference Section 103.2.3, UPC 2003.
12/30/2005 ROBERT SHERRY WATER REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
01/23/2006 BETH GRANT OUT TO CUSTOMER Completed
01/23/2006 SUE REEVES REJECT SHELF Completed