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Permit Review Detail

Permit Number: T03CM00901
Parcel: 133552310

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T03CM00901
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/24/2003 JIM EGAN FIRE REVIEW Denied 1. Fire hydrants required. Submit approved COT water plan.
2. Provide complete fire sprinkler design criteria on plans to include water supply information.
3. Fire sprinkler piping on Sheet M7A is incorrect.
02/25/2003 ASHOFFS1 ZONING REVIEW Completed
02/27/2003 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Provide combustion and dilution air for WH-2 in room 139 and emergency generator in room 138. Reference Section 701.2, IMC.
2. Provide listing information for generator exhaust thimble.
3. Provide scrubber for Type II hood, CH-1. Reference Target Code Review Document, Division IV, J.
4. Provide makeup air for the kitchen. Reference Section 508, IMC.
5. Provide calculations demonstrating compliance to Section 403, IMC.
6. Please clarify why Room 129 (EDC) has no ventilation. Reference Section 401.2, IMC.
02/27/2003 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Modify pipe hanger schedule as required to conform to Table 3-1, 1994 UPC with AZ State amendments.
2. Include gas pressures and developed pipe lengths for natural gas pipe sizing calculations on plans. Reference Section 1217.0, UPC with AZ State amendments.
3. Provide water supply system calculations (on plans) including water pressure, demand load, and permissible friction loss in accordance with Appendix A, UPC with AZ State amendments.
4. Provide drainage piping calculations (on plans) in accordance with Section 703.0, UPC with AZ State amendments.
5. The trap arm length shown for the floor drain near B.7-7 is too long. Reference Table 10-1, UPC with AZ State amendments.
6. Show size, route, and termination for temperature and pressure relief for WH-1 on plans.
7. All storage-type water heaters require a listed expansion tank. Please show expansion tanks on plans. Reference Section 608.3, UPC with AZ State amendments.
8. Confirm that suspended water heaters comply with access requirements of Section 511.0, UPC with AZ State amendments.
9. The 12" primary and overflow drains, with a slope of 1/8"/foot, located near M-8.5 do not conform to the requirements of Table D-2, UPC with AZ State amendments.
02/27/2003 ROBERT SHERRY WATER REVIEW Approved
03/13/2003 GERRY KOZIOL WWM REVIEW Denied Need to build public sewer.
03/26/2003 PAUL MACHADO FLOODPLAIN REVIEW Approved
04/03/2003 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. Show available fault current and calculations, as appropriate, at various levels of the system.
2. Conduit #7, as it feeds Panel LP-2 from T-1, if aluminum, shall have #4 EGC and GEC. Sized per the #1 phase conductors.
3. Same as Comment #3 for the run from TE-1 to LPE-1.
4. Clarify the location of the fused disconnect feeding TE-1.
5. It appears that the conductors on the secondary of TE-1 should be protected, as none of the criteria under NEC 240-21 (c) are met.
6. Rooftop Units do not have overload protection specifically called out on electrical plans, nor in the electrical specifications. The circuit breakers appear to be oversized for the size of the motors. However, the mechanical specifications (15780-4 2.3 Rooftop Units, Sections M and O) explicitly call for overload protection in each phase, minimum circuit ampacity, and maximum circuit breaker size. Please annotate: "Overload protection, conductor ampacity, and circuit breakers for all (RTU) Rooftop Units shall be in compliance with manufacturer's recommendations." Also, coordinate with the Mechanical Engineer to assure that the motor feeders are consistent with manufacturer nameplate information.
7. Specify whether conductors in parallel on Feeder Schedule are in conduit which is paralleled as well, for example, that for (2) sets of conductors there are (2) conduits as well. If not, some feeders may have to be evaluated for conduit fill and temperature derate.
8. Provide ground fault protection per NEC 230-95. Note exception #2, which exempts fire pumps.
9. Generator specifications 16621-3, 2.7, A call for 22,000 AIC rating of transfer switches. It is unclear whether this would be sufficient especially without available fault current at the transfer switches.
10. Because a second service is being dedicated to the Fire Pump, it is necessary to provide proper labeling per NEC 230-2 (e).
11. Clarify how and where the grounding electrode system is to be established for the service dedicated to the Fire Pump. It does not appear that the #8 GND should be in the conduit (second feed).

Sheet E2
1. Provide calculations for Interior Lighting Power per the IECC.
2. Provide catalogue for Fixture G2 and all other outdoor fixtures. Note that any light source over 50 watts shall be fully shielded, per the Lighting Ordinance.
3. It is not clear that Fixture J2 is suitable for the location.

Sheet E4A
1. Show disconnects for coolers, or specify that CBs shall be capable of being locked in the open position.

Sheet E6
1. If the intent of the fuses in the disconnects is to provide overload protection to CU-1 and CU-2, it appears that they are oversized. Using the kW values from the Equipment Schedule of Sheet E11, it appears that fuses for both should be sized at 15A.

Sheet E8
1. Provide overload protection, if necessary for the electric wall heater, EWH-2, if not integral with the unit.
2. It is not clear which Panel and Circuit are powering AC-1, AC-2 and AC-3, the single-phase fans.

Sheet E8A
1. Provide disconnect for EUH-1.

Sheet E8B
1. Insufficient working clearance in front of MDP-1. See NEC Table 110-26 (a) Condition 3, 151-600V to ground. Rearrange, or justify otherwise.
2. Same as Comment #1 above regarding the clearance between T-2 and Panels LP-5A and LP-5B. It appears that T-2 could move over a few inches to meet clearance requirements.

Sheet E9
1. Please relocate the disconnect for the Compactor, such that it is "in sight of" this equipment.

Sheet E9A
1. Per NEC 695-12 (d), all energized fire pump equipment shall be located at least 12" AFF. Please cover this requirement in a note or detail, or include in Specifications 15303 2.1 Skid General Construction.
2. Per NEC 695-12 (e), fire pump controllers shall be located/protected so that they will not be damaged by water escaping from the pumps/connections. Please cover this requirement in a note or detail, or include in Specifications 15303 2.1 Skid General Construction.
3. Per NEC 695-12 (f), all energized fire pump control equipment shall be on noncombustible supporting structures. Please cover this requirement in a note or detail, or include in Specifications 15303 2.1 Skid General Construction.
4. Specifications 15303, Skid-Mounted Fire Pump, 1.4 References, C, annotate that National Electrical Code is NFPA 70.
5. Specifications 15303, Skid-Mounted Fire Pump, 2.2 Electrical, A, for AC wiring within skid limits, liquidtight flexible conduit, if non-metallic, shall be of Type LFNC-B.
6. Specifications 15303, Skid-Mounted Fire Pump, 2.5 Fire Pump and Accessories, C, Main Fire Pump Controller, 4 (b), finish the unfinished sentence, starting with, "The circuit breaker shall be capable of being…"
7. Specifications 15303, Skid-Mounted Fire Pump, 2.5 Fire Pump and Accessories, C, Main Fire Pump Controller, 4 (c), finish the unfinished sentence, starting with, "The circuit breaker trip curve adjustment shall be factory set,…"
8. Specifications 15303, Skid-Mounted Fire Pump, 2.5 Fire Pump and Accessories, C Main Fire Pump Controller, Paragraph (c), circuit breaker shall be sized per NEC 695-4 (b) (1). The OC device shall be selected or set to carry indefinitely the locked rotor current of the fire pump motor. It appears that this is the intent of the following paragraph (d) but the wording is somewhat unclear. Please clarify. There may be some misunderstanding of intent due to the unfinished sentences noted in Comments #6 & #7 above. We may need to discuss.
9. Specifications 15303 2.1 Skid General Construction, maintain proper working clearance around controllers per NEC 110-26.
10. Specifications 15303, Skid-Mounted Fire Pump, 2.5 Fire Pump and Accessories, C Main Fire Pump Controller, provide Electrical Diagrams and Instructions according to the requirements of NFPA 7.3.7, such as the schematic attached to the inside of controller enclosure, marking of field wiring terminals, and controller operation instructions mounted on the controller.

Sheet E10, E10A
1. Provide load calculations for panels.
2. On Panel LP-7, it appears that the 20/1 CB is oversized to provide Ground Fault and Short Circuit protection on Circuit 18 for CP-1. NEC 430-52.
3. On Panel LP-2, it appears that the 20/1 CB is oversized to provide Ground Fault and Short Circuit protection on Circuit 11 for UH-1 and UH-3. NEC 430-52.
04/29/2003 RAUL PALMA BUILDING-COMMERCIAL REVIEW Denied City of Tucson, Development Services
BUILDING AND STRUCTURAL COMMENTS

1) Any wood blocking and wood connections in a type II-B construction shall be
fire retardant pressure treated .
2) How is the folding partition on sheet A-5 of plans supported? Is it attached to the
roof? Or a beam? Clarify.
3) Sheet A-10, identify the walldetails, as to wheather they are 1-hour or 2-hour
fire rated. Specify the UL No.,Gypsum Design No. or the IBC No.
4) Provide darker lines and lettering in floor plan. Shaded lines and letters are hard
to read.
5) Specify and identify each exit door and/or exit corridor clearly.
6) Provide a roof hatch or trap door with a minimum of 16 sq. ins. As per Sect. 1003.12.1.
7) Provide special inspection for fire stopping (penetrations).
8) Specify the format and location of the address on the buiding as per Sect.501.2.
Obtain Pima County addressing ordinance and apply.
9) Structural- Sheet G-20 of calc`s specifies a number of girders. The probem is that it
is confusing being able to follow which girder is being referred to on plans from the
calc`s. Provide a schematic(road map) diagram.
10) Structural-Sheet 22 of calc`s specifies that the joist is dissipating 24.2k of axial
load and the length is 100', where is this on plans? Are the other girders doing the same? Clarify!
11) Structural-Refer to GSN sheet S-3, Item 4, under additional allowance over
storage area.. Is this additional 5 psf. Being considered in the roof computations?
Show in calc`s where.
12) Structural-Sheet T-2 regarding the seismic analysis, show how Fp =0.127 was obtined
plus the results 12.45 psf ------(eq. Seis. Coef. 0.138) etc.
13) Structural-Sheet GC-1(Garden Ctr. Alcove) show how or where the moments shown
were generated. Below title it stipulates moments from risa, where are they .
14) Plans-Sheet S-6 detail 9 at parapet, how is the track(8 x 16") connected to the stud
C 8 X 18.75? Show!
15) Plans-Detail 13/S-6 regarding brace, how is it connected at the lower point?
16) Plans-Detail 4/S-9, specify size of col. Flr. Plan or found. Plan does not show.
17) Structural-LATERAL, sheet G-1 of calc`s specifies exposure B for wind, it seems
that it should be in exposure C. Provide an arial photo of the area.
18) Structural-Sheet G-2 of calc`s-show how the values shown under the columns headed
10 ft3 and >100 ft3 were obtained. Show all work, and formulas used.
19) Structural-Sheet G-7, the line reading"from IBC 2000 is that a cd or 1 or d? Clarify!
20) Structural-The soils report stipulates a soils profile type Sc under Table 16-J,1997 UBC. Specify the design per the 2000 IBC. What is meant by Sc? Site class C? Clarify!

Final Status

Task End Date Reviewer's Name Type of Review Description
04/30/2003 TAMI ACHONG OUT TO CUSTOMER Completed