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Permit Review Detail

Permit Number: T14CM05877
Parcel: 13423411B

Address:
135 S WILMOT RD

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T14CM05877
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/09/2014 KEN BROUILLETTE FIRE REVIEW Approved
09/10/2014 JASON GREEN ENGINEERING REVIEW Reqs Change ENG can not approve the proposed building plan application until approval of the DP Package DP14-0152. Once the DP is approved the building plan will be reviewed for conformance with the site layout and stamped approved. JG
09/16/2014 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEET G000; DESIGN CRITERIA (EGRESS): THE REQUIRED EGRESS WIDTH WAS BASED ON 96 TOTAL OCCUPANTS. REVISE TO 99.
2. SHEET A101 (FLOOR PLAN); SHEET NOTES: NEAR GRIDS 8 AND C, NOTE 26 (IN TWO LOCATIONS) INDICATES ELECTRICAL PANELS. IS THIS CORRECT AT THOSE LOCATIONS? VERIFY.
3. SHEET A101 (FLOOR PLAN); SHEET NOTES: NEAR GRIDS 8 AND C, NOTE 12 INDICATES A STEEL BOLLARD. IS THIS CORRECT AT THAT LOCATION? VERIFY.
4. SHEET A101 (FLOOR PLAN); SHEET NOTES: ON GRID 8 SOUTH OF GRID C, NOTE 24 INDICATES METERED UTILITIES. IS THIS CORRECT AT THAT LOCATION? VERIFY.
5. SHEET A101 (FLOOR PLAN); SHEET NOTES: ALONG GRID C AND F, BETWEEN GRIDS 1 AND 2, NOTE 29 (SEVERAL LOCATIONS) INDICATES FIRE SPRINKLER RISERS. IS THIS CORRECT AT THOSE LOCATIONS? VERIFY.
6. SHEET A101 (FLOOR PLAN); SHEET NOTES: ALONG GRID 1, BETWEEN GRIDS C AND D, NOTE 29 (SEVERAL LOCATIONS) INDICATES FIRE SPRINKLER RISERS. IS THIS CORRECT AT THOSE LOCATIONS? VERIFY.
7. SHEET A101; SHEET NOTES: NOTE 23 INDICATES TO SEE STRUCTURAL FOR A STEEL POST WITH STANDARD ANCHOR. WHERE IS THIS DETAIL ON THE STRUCTURAL DRAWINGS? COORDINATE.
8. SHEET A101; SHEET NOTES: NOTE 14 INDICATES TO SEE B4/G002 FOR THE OCCUPANT LOAD SIGN. REVISE THE SHEET NUMBER REFERENCE.
9. SHEET A102; SHEET NOTES: NOTE 02 INDICATES TO SEE WALL TYPES G003. REVISE THE SHEET NUMBER REFERENCE.
10. SHEET A103; SHEET NOTES: NOTE 15 INDICATES TO SEE THE IBC SECTION 717.4.3 FOR DRAFTSTOPPING AREAS. REVISE THE SECTION NUMBER REFERENCE.
11. SHEET A151; SHEET NOTES: NOTE 3 INDICATES TO SEE A701 FOR SOFFIT DETAILS. REVISE THE SHEET NUMBER REFERENCE.
12. SHEET A151; SHEET NOTES: NOTE 1 INDICATES TO SEE THE IBC SECTION 717.4 FOR DRAFTSTOPPING. REVISE THE SECTION NUMBER REFERENCE.
13. SHEET A301; SHEET NOTES: NOTE 12 INDICATES TO SEE THE IBC SECTION 717.4.3 FOR DRAFTSTOPPING AREAS. REVISE THE SECTION NUMBER REFERENCE.
14. SHEET A703 AND A704: THERE IS NO SHEET A703 OR A704 LISTED IN THE DRAWING INDEX ON SHEET G000. ADD.
15. SHEET S001; GENERAL STRUCTURAL NOTES: ADD NOTES FOR STRUCTURAL STEEL, BOLTED CONNECTIONS, AND WELDING.
16. SHEETS S101 AND S102: PROVIDE NORTH ARROWS ON THE PLANS.
17. SHEET S101; FOUNDATION PLAN: INDICATE ON THE WEST WALL (AT THE MOMENT FRAME) THE LOCATION OF THE FOOTING JOG (PROVIDE A DIMENSION FROM THE FRAME COLUMN CENTERLINE TO THE FOOTING JOG).
18. SHEET S102; DETAIL 11: THE W14X22 COLUMN IS 5" WIDE. IN ORDER TO GET A FULL PENETRATION WELD ALL AROUND THE COLUMN TO THE BASE PLATE, THE PLATE WILL NEED TO BE WIDER THAN THE 5" INDICATED ON THE DETAIL. VERIFY AND REVISE AS REQUIRED.
19. SHEET S102; DETAIL 6: INDICATE ON THE DETAIL WHERE THE 24" FOOTING WIDTH IS LOCATED IN RELATION TO THE EDGE OF THE RECESSED SLAB.
20. SHEET S201; ROOF FRAMING PLAN: THERE IS A NOTE 6 INDICATED IN THE EAST ROOF AREA REFERENCING A MECHANICAL UNIT. SHEET M101 DOES NOT INDICATE A UNIT IN THIS AREA. CLARIFY.
21. SHEET S201; ROOF FRAMING NOTES: CHANGE THE SHEET REFERENCE IN NOTE 2 TO S001.
22. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
09/16/2014 ROBERT SHERRY WATER REVIEW Reqs Change Keynote 15 on the plumbing floor plan (P201) calls for a "pressure reducing backflow prevention device" to be installed inside of the fire riser room. If you are referring to a reduced pressure principle backflow prevention assembly and if it is intended to protect the municipal water distribution system from the activities taking place in this building, it is required to be installed at a location accessible to Tucson Water. Coordinate the location of the assembly with the civil engineer; the utility drawing of the development package (C2.0) shows a 1-1/2" reduced pressure principle backflow prevention assembly being installed at the western property line for the site, just downstream of the 1-1/2" water meter. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://cms3.tucsonaz.gov/sites/default/files/water/docs/backflow-ordinance.pdf
09/17/2014 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Provide a site utility drawing. Show the size and route of the building water supply along with the location and size of both the water meter and the reduced pressure principle backflow preventer assembly. Show the location of the proposed gravity grease interceptor, the size, route, and slope of the building sewer, the location of all cleanouts in the building sewer, and the location of the connection of the building sewer to the public sewer. Coordinate the location of the connections of the building drain and the gravity grease interceptor with the building sewer. Reference: Section 107.2.1, IBC 2012.
2. According to the civil site plan, the finished floor elevation for this building is 2585 feet, not 4250 feet.
3. Provide water isometrics and waste & vent isometrics. Reference: Section 107.2.1, IBC 2012.
4. Provide a direct connection to the building drainage system for all plumbing fixtures except as allowed by Chapter 8, IPC 2012. Reference: Section 301.3, IPC 2012.
5. Provide automatic faucets for the lavatories, dispensing a maximum of 0.25 gallons per metering cycle. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson.
6. Provide a detail of the water heater installation, including the excess pressure relief, expansion tank, condensate drain, and valves. Reference: Sections 503, 504, 606.1, 607.2, and 607.3, IPC 2012.
7. Correct the material call-outs for the water heater flue that specify the use of PVC (e.g. keynote #3/M101, keynote #10/M201, etc.); the manufacturer of the water heater requires the use of stainless steel pipe for the flue. Reference: Section 305.1, IFGC 2012.
8. Clarify the type of direct vent configuration to be used with the water heater: concentric vents or parallel intake/exhaust vents as shown on roof plan 1/M101 and in detail 4/M602. Reference: Section 107.2.1, IBC 2012.
9. Provide calculations showing how the PEX water supply tubing has been sized. Reference: Sections 604.1 and 604.3, IPC 201.
10. The developed length of the hot water supply piping appears to be greater than fifty feet; provide a method for maintaining the temperature of the hot water supply system. Reference: Section 607.2, IPC 2012.
11. Appliances (e.g. soda dispensers, ice makers, etc) to be directly connected to the water supply system that do not have listed, integral backflow preventers or integral air gaps conforming to Section 608.13.1, IPC require backflow prevention. Specify the type of backflow prevention device required for each water connection. Reference: Sections 608.1 and 608.3, IPC 2012.
12. Provide for sterilization and testing of the domestic water system per Section 610, IPC 2012.
13. Revise detail 8/M602 to provide separate indirect waste pipes for the ice bin and the ice maker condensate. Reference: Section 801.2, IPC 2012.
14. Provide separate indirect waste pipes for each compartment of the 3-compartment sink to protect against cross-contamination or fouling. Reference: Sections 801.2 and 802.1.8, IPC 2012.
15. Indirect waste piping that has a developed length greater than 30-inches (30") when measured horizontally or greater than 54-inches (54") in total developed length shall be trapped. Exception: indirect waste piping conveying only clear-water waste (e.g. effluent from a sanitizing compartment) does not require a trap. Reference: Section 802.2, IPC 2012.
16. Provide sizing calculations for the gravity grease interceptor. Reference: Section 1003.3, IPC 2012, as amended by the City of Tucson.
17. Provide a vent downstream of the gravity grease separator to protect the seal for the grease separator. Reference: Section 1003.9, IPC 2012.
18. Provide roof drainage calculations and plans based on the 100-year hourly rainfall rate for Tucson, 3" per hour. Include the effect of any vertical walls that can divert rainfall onto the roof. Provide the slope of the horizontal storm drains. Reference: Sections 1101, 1106 and 1108, IPC 2012.
19. Provide a cleanout at the base of each roof drain stack prior to connection to a horizontal storm drain or storm sewer. Reference: Sections 708.3.4 and 1101.8, IPC 2012.
20. Note: Southwest Gas, the local gas utility, provides natural gas with an energy content of approximately 1,000 BTU per cubic foot. Reference: Section 402.1, IFGC 2012.
21. Revise the configuration of the natural gas sediment trap, as shown in detail 6/M601, to comply with the requirements of Section 408.4, IFGC 2012 (i.e. the trap is to be in the bottom opening of the run of the tee, not in the branch of the tee).
22. Show that the terminations of the gravity vents for the gas-fired appliances and the fireplace comply with the requirements of Section 503.6.4 (1), IFGC 2012.
09/23/2014 MICHAEL ST. PAUL ZONING REVIEW Needs Review DP14-0152 must be submitted and approved by zoning review.
09/24/2014 LEERAY HANLY ELECTRICAL-COMMERCIAL REVIEW Reqs Change Plan review has been completed and the following corrections are required. Please provide a written response to comments with plan re-submittal.

1) Provide 2012 IECC lighting compliance information in or with the plan set as a table or from com-check. Reference IBC 107.2
2) Provide information for determination of compliance with the City of Tucson Outdoor Lighting Code. Cut-sheets for exterior luminaires, total lumens for site, size of site, color temperature of exterior lighting fixtures. Reference OLC 104.2.
3) Background on pages EP103 & ES101 did not transfer to sheets in a line-weight that can be picked up by our document scanners. Please darken the background.


If there are questions regarding this review contact:

LeeRay
520-837-4906
LeeRay.Hanly@tucsonaz.gov
09/26/2014 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. Provide the NFRC certification number for the U-factor and the Solar Heat Gain Coefficient (SHGC) of the fenestration on COMcheck or use the appropriate default U-factor and SHGC values from Tables C303.1.3 (1) and C303.1.3 (2), IECC 2012. Coordinate the U-factor and the SHGC values shown on the COMcheck Envelope Compliance Certificate with the window descriptions shown on the drawings. Reference: Section C303.1.3, IEC 2012.
2. Coordinate the water heater data in the mechanical compliance certificate (gas input 75 BTUH) with the water heater specified for this activity (gas input 199,000 BTUH). Reference: Section 107.2.1, IBC 2012.
3. Provide heating and cooling load calculations that justify the capacities of the heating and cooling equipment specified for the project. Use the exterior design conditions shown in Section 302.2, IECC 2012, as modified by the City of Tucson. Reference: Sections C403.2.1 and C403.2.2, IECC 2012.
4. Show the size, routing, and termination of the condensate drains. Reference: Section 307.2.1, IMC 2012 as amended by the City of Tucson.
5. Provide calculations demonstrating adequate ventilation using the current code. Reference: Section 403.2, IMC 2012.

Final Status

Task End Date Reviewer's Name Type of Review Description
09/29/2014 CPIERCE1 REJECT SHELF Completed