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Permit Review Detail

Permit Number: T05CM02056
Parcel: 12814136A

Address:
5163 E 22ND ST

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T05CM02056
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/09/2005 JIM EGAN FIRE REVIEW Denied Provide fire sprinkler system design criteria on plan.
09/09/2005 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Comment not addressed. The minimum insulation for ducts located in unconditioned spaces within the building envelope is R-5. Reference Section 803.2.8, IECC 2000.
2. Comment not addressed. The minimum insulation for ducts located outside of the building envelope is R-8. Reference Section 803.2.8, IECC 2000.
3. Comment not addressed. Provide structural calculations to verify that the existing roof is capable of supporting the additional dead load due to the installation of the roof top units. Reference Section 302.1, IMC 2000.
4. Comment not addressed. Show the size, routing, and termination of the condensate drains. Reference Section 307.2, IMC 2000 and Section 807.2, UPC 1994. (Note: the condensate drains may terminate at the tailpiece of a lavatory but may not terminate at the tailpiece of a sink.)
5. Comment not addressed. Provide calculations demonstrating adequate ventilation. Reference Sections 401and 403, IMC 2000.
6. Comment not addressed. Materials exposed in plenums shall conform to Section 602.2.1, IMC.
7. Comment not addressed. Provide listed and labeled fire dampers for protection of ducts and penetrations of fire resistive walls. (See rooms 135 and 137) Reference Sections 607.3, and 607.5.2, IMC.
8. Comment not addressed. Provide information to show that the elevator machine room does not require an independent venting or air conditioning system to prevent overheating of the elevator equipment. Reference Section 3006, IBC 2003.
09/09/2005 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Comment not addressed. Provide site drawing showing the size and route of the building water supply along with the location and size of both the water meter and the reduced pressure backflow preventer assembly. Reference Section 103.2.3, UPC 1994.
2. Comment not addressed. Provide water supply isometrics. Reference Section 103.2.3, UPC 1994.
3. Comment not addressed. Provide water pressure and water pipe sizing calculations. Reference Appendix A, UPC 1994.
4. Comment not addressed. Verify the size of the RPBP located after the meter complies to Section 610.2, UPC 1994.
5. Comment not addressed. Coordinate the plumbing fixture layout (sheet P-2.0) with the fixtures shown on sheet A-2.1. Reference Section 103.2.3, UPC 1994.
6. Comment not addressed. Provide site drawing showing the size, route, and slope of the building sewer. Reference Section 103.2.3, UPC 1994.
7. Comment not addressed. Provide waste and vent isometrics. Reference Section 103.2.3, UPC 1994.
8. Comment not addressed. Provide a schedule of waste fixture units for all plumbing fixtures using the values shown in table 7-3, UPC 1994. Include the total number of each fixture being installed. Reference Section 703.1, UPC 1994.
9. Comment not addressed. The design for the trench drains shows a running trap (i.e. no vent) at the trench connection, no cleanouts for the waste lines (up to 192 feet long) and ends at the interceptor, which is also a trap. Show how this design complies with Chapters 7, 9, and 10, UPC 1994.
10. Comment not addressed. Provide a natural gas schematic showing the loads and developed lengths of the piping. Show the location of the gas meter along with the developed length from the meter to the building. If the Contractor decides to use medium pressure gas, a revision to the plans and the permit will be required. Reference Section 103.2.3, UPC 1994.
11. Comment not addressed. Provide calculations to show how the roof drains and horizontal rainwater pipes were sized. Show the slope of the horizontal rainwater pipes on the plans. Reference Appendix D, UPC 1994.
12. Comment not addressed. Coordinate the roof drainage design (sheet P-2.1) with the roof plan shown on sheet A-12.1. Reference Section 103.2.3, UPC 1994.
13. Comment not addressed. Provide a design for the drainage of the roof located north of column line 7. Reference Section 103.2.3, UPC 1994.
14. Comment not addressed. Clarify the design of the roof drain for the entry element shown on sheet A-15.1. Reference Section 103.2.3, UPC 1994.
09/13/2005 PATRICIA GILBERT ENGINEERING REVIEW Denied Approved site plan required.
09/15/2005 GERRY KOZIOL WWM REVIEW Denied needs to show location/method of connection to public sewer. needs ww/iwc review & approval. (Tom Tomchak 579-5771) needs WW 8th floor credit evaluation for bldg demo.
09/29/2005 PETER MCLAUGHLIN ZONING REVIEW Denied Zoning has reviewed the building plans but cannot approve them at this time. Zoning will re-review and approve the building plans on the next submittal providing the stamped and approved site plans are included with the building plan package.
10/06/2005 LINDA BUCZYNSKI ELECTRICAL-COMMERCIAL REVIEW Denied See comment on first submittal.
10/12/2005 CHRISTY FOREMAN BUILDING-COMMERCIAL REVIEW Denied CITY OF TUCSON DEVELOPMENT SERVICES
STRUCTURAL REVIEW COMMENTS

DATE: 10/24/05
ACTIVITY NUMBER: T05CM02056
PROJECT NAME: Thoroughbred Nisson
PROJECT ADDRESS: 5163 E. 22nd St.
ARCHITECT / ENGINEER: Fred Fischer Jr.
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) Sht. C it appears Index is incomplete for the set of drawings submitted.
2) Section 32-145 Arizona State Board of Technical Registration a Structural Engineer is not certified to stamp architectural, plumbing, mechanical, and electrical drawings.
3) Provide a copy of approved site plan for reference.
4) Submit for demolition for buildings that are shown to be demolished.
5) Accessible routes clarify how grade change occurs between accessible parking to outdoor display area.
Provide detail for accessible ramps per ANSI A117.1 2003 section 405.m Provide truncated domes per section 705.5.
6) Clarify interior Elevator car dimension per ANSI A117.1 2003 section 407.4 and door clearance.
7) Sht. A-10.4 Detail 1 alcove - Provide dual water fountains to meet ANSI A117.1 2003 section 602.4.
8) Hospitality sht. A-10.4 dtl. 3/ A-14.8 clarify per ANSI 2003 work surface complies with section 902 and sinks comply with 804.4.
9) Clarify clear floor space for all water closets required meet ANSI A117.1 2003 standards all restrooms shown sht. A8-1.
10) Clarify vertical grab bar in accessible restroom per ANSI A117.1 2003 section 604.5.
11) Sht. A-8.1 detail 6 calls out a water fountain note 2 specifies see elevation. Please clarify elevation ans show dual water fountains per ANSI A117.1 2003 section 602.4.
12) Design load - wind 70 p.s.f. sht C - please justify.
13) Clarify occupant load per room / space. section 1004.1.2 and table 1004.1.2.
14) Sht. A-7.2 Note 3 - operable parts specify per ANSI A117.1 2003 section 309.4.
15) Sht. A-7.2 Note 8 refers to UBC Chapt. 33 - specify per approved code.
16) Sht. A-7.2 Note 12 door closer speed specify per 404.2.7.1
17) Sht. A-7.2 Note 14 - refers to UBC. Please specify per approved code.
18) Section 1011.3 tactile exit signs? Please deignate.
19) A-7.2 note 4 specify per section 1008.1.8.3 - 2.2.
20) Shop drawing submittal for conveyor belt is required.
21) Sht. A-8.1 clarify accessibility for shower detail 6 service department toilet room per ANSI A117.1 2003.
22) Shop drawings required for stairs and guard rails.
23) Specify handrail clearance sht. A-14.9 detail 4 & 8 per ANSI A117.1 2003 section 504.5.
24) Sht. A-16.1 & A-16.2 accessibility requirement drawings need to be reviewed per ANSI A117.1 2003.

25) Address foundation next to existing structure on east elevation.
26) Clarify separated or non-separated per 302.3 mixed occupancies, 302.3.1 non-separated uses, and 302.3.2 separated uses.
27) Provide additional calculations for each building or separated use - using table 503 calculations submitted per code analysis sht. to vague.
28) Clarify architectural & structural drawings drawings have been completed per the 2003 IBC.
29) Please number pages for structural calculations for referencing purposes.
30) Sht. S-1.2 metal deck schedule conflicts with what is specified in structural calculations.
31) Structural shts. Missing S3.1, S5.2, S6.1, S5.1, and S4.1.
32) Per calculation RB-2A beam specified for column line B is W30x99 sht. S-0.3 specifies W30x90 - clarify.
33) Drawing S-0.3 on column line 1 & 7 W16 x 36 is specified - structural calculations specify 10 x 12 - please clarify.
34) Provide legible copy of roof framing diagram in structural calculations.
35) Clarification between structural diagram and sht. S-0.3 specification of W21x57.
36) RB1A - structural plan and reviewing span length specifies 18 ft. beam design and drawing S-0.3 specifies 24 ft.
37) RB-5 Beam design specifies 16.5 ft. span structural design and planing species 15 ft. span length.
38) RB-6 beam design specifies 15 ft span. Span on sht. S-0.3 between column line 5 & 6 equals 16'-3". Please justify adequate for larger span.
39) RB-8 14 x 34 beam design specifies a 31.25 ft. This span is not shown on sht. S-0.3.
40) RB-9 beam design specifies a 20ft. span sht. S-0.3 shows 18'-0" span please clarify.
41) Provide legible copy of mezzanine framing diagram for structural calculations.
42) Mezzanine framing diagram need further clarification of framing members and diagram for all members FB-1 through FB-7.
43) Many detail bubbles on structural drawings have not been filled. Please provide a completed set.
44) Provide a diagram in structural calculations to clarify location of columns that have been justified.
45) Sht. S-0.1 specifies columns C-1 through C-5 column design structural calculation only justifies two column sizes.
46) Sht. S-0.1 column C-5 note specifies see sht. S4.1 where is sht. S4.1.
47) Sht. S-1.2 detail 2 note 2 says see sheet S1.1 for general notes sht. S1.1 has no notes. Please clarify.
48) Clarify location of masonry wall in reference to structural calculations provided.
49) Structural calculations need to provide a complete seismic and wind analysis.
50) Provide diagrams showing loads, shear wall calculated therfore can relate location to structural drawings.
51) Provide diagram showing location of footings that have been calculated.
52) Provide a list of special inspections per chapt. 17, 2003 IBC.

Final Status

Task End Date Reviewer's Name Type of Review Description
11/01/2005 CINDY AGUILAR OUT TO CUSTOMER Completed
11/01/2005 CINDY AGUILAR REJECT SHELF Completed