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Permit Review Detail

Permit Number: T16CM08161
Parcel: 110121020

Address:
5020 E GLENN ST

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T16CM08161
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
11/09/2016 KEN BROUILLETTE FIRE REVIEW Reqs Change Called arch. to discuss door width.
11/16/2016 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Lined water heaters with a heat input of 200,000 BTU per hour or more, an operating water temperature of 210º F or greater, or a nominal water containing capacity of 120 gallons or more are required to comply with the rules contained in Article 4 (Arizona Boilers and Lined Hot Water Heaters) of the Arizona Administrative Code. http://www.azsos.gov/public_services/Title_20/20-05.htm#ARTICLE_4.
2. Clarify the installation of the water supply to the clinical sink (CSS-1); The plumbing fixture schedule calls for a 1" CW supply but details 3/P3-02 and 3/P4-02 show a ¾" CW supply. Verify that the pipe size called out for the flush valve will not result in a water velocity greater than that recommended by the pipe manufacturer (e.g. limit the water velocity to less than 8 FPS for copper). At a minimum design flow rate of 25 GPM for a siphonic, flush-valve, a 1" Type L copper pipe has a flow velocity of 9.7 FPS. Reference: Table 604.3, IPC 2012. Reference: Section 303.2, IPC 2012.
3. Appliances (e.g. beverage 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 2012 require backflow prevention. Specify the type of backflow prevention device required for each water connection. Water supply connections to beverage dispensers shall be protected with backflow preventers conforming to ASSE 1022. Reference: Sections 608.1, 608.3, and 608.16.1, IPC 2012.
4. Horizontal branches shall connect no closer than ten diameters downstream of the bases of vertical stacks. Reference: Section 704.3, IPC 2012.
5. An approved 2-way cleanout fitting is a single fitting, not a field-assembled group of individual fittings as shown in detail 2/P6-01. Reference: Sections 708.3.5 and 708.5, IPC 2012.
6. Provide a cleanout at the base of each waste stack. Reference: Section 708.3.4, IPC 2012.
7. Detail 5/P4-02 is labeled as showing the "2nd Level Restroom Group & Washer /Dryer" but no washer/dryer installation is shown. Reference: Section 107.2.1, IBC 20123.
8. Provide separate indirect waste pipes for each food-handling fixture to protect against cross-contamination or fouling. Reference: Section 801.2, IPC 2012.
9. Detail 6/P4-02 appears to show a vent from a vent serving two water closets located on the first level connecting to a vent serving two water closets on the second level below the flood rim of the two upper water closets. Reference: Section 905.5, IPC 2012.
10. Provide sizing calculations for the gravity grease interceptor. Reference: Section 1003.3, IPC 2012, as amended by the City of Tucson.
11. Provide calculations (i.e. the horizontal projected area of the roof plus half of the area of vertical walls diverting rain to the roof) to show how the roof drains and horizontal rainwater pipes were sized. Show the slope of the horizontal rainwater pipes on the plans. Reference: Section 1106, IPC 2012.
12. Provide hydraulic calculations for the overflow scuppers based on the 100-year hourly rainfall rate for Tucson, 3" per hour. Reference: Sections 1106.1, 1106.4, and 1108.3, IPC 2012 and Sections 1611.1 and 1611.3, IBC 2012.
13. Show the location of the main line service valve, the service valves, and the riser valve. Reference: Section 5.1.4, NFPA 99-2015
14. Clarify how the location of the medical gas zone valve boxes will be coordinated with the observation windows in rooms 117, 132, 217, and 232. Reference: Section 5.1.4.6.2, NFPA 99-2015.
15. Clarify the installation of the water supply to the clinical sink (CSS-1); The plumbing fixture schedule calls for a 1" CW supply but details 3/P3-02 and 3/P4-02 show a ¾" CW supply. Verify that the pipe size called out for the flush valve will not result in a water velocity greater than that recommended by the pipe manufacturer (e.g. limit the water velocity to less than 8 FPS for copper). At a minimum design flow rate of 25 GPM for a siphonic, flush-valve, a 1" Type L copper pipe has a flow velocity of 9.7 FPS. Reference: Table 604.3, IPC 2012. Reference: Section 303.2, IPC 2012.
16. Appliances (e.g. beverage 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 2012 require backflow prevention. Specify the type of backflow prevention device required for each water connection. Water supply connections to beverage dispensers shall be protected with backflow preventers conforming to ASSE 1022. Reference: Sections 608.1, 608.3, and 608.16.1, IPC 2012.
17. Horizontal branches shall connect no closer than ten diameters downstream of the bases of vertical stacks. Reference: Section 704.3, IPC 2012.
18. An approved 2-way cleanout fitting is a single fitting, not a field-assembled group of individual fittings as shown in detail 2/P6-01. Reference: Sections 708.3.5 and 708.5, IPC 2012.
19. Provide a cleanout at the base of each waste stack. Reference: Section 708.3.4, IPC 2012.
20. Detail 5/P4-02 is labeled as showing the "2nd Level Restroom Group & Washer /Dryer" but no washer/dryer installation is shown. Reference: Section 107.2.1, IBC 20123.
21. Provide separate indirect waste pipes for each food-handling fixture to protect against cross-contamination or fouling. Reference: Section 801.2, IPC 2012.
22. Detail 6/P4-02 appears to show a vent from a vent serving two water closets located on the first level connecting to a vent serving two water closets on the second level below the flood rim of the two upper water closets. Reference: Section 905.5, IPC 2012.
23. Provide sizing calculations for the gravity grease interceptor. Reference: Section 1003.3, IPC 2012, as amended by the City of Tucson.
24. Provide calculations (i.e. the horizontal projected area of the roof plus half of the area of vertical walls diverting rain to the roof) to show how the roof drains and horizontal rainwater pipes were sized. Show the slope of the horizontal rainwater pipes on the plans. Reference: Section 1106, IPC 2012.
25. Provide hydraulic calculations for the overflow scuppers based on the 100-year hourly rainfall rate for Tucson, 3" per hour. Reference: Sections 1106.1, 1106.4, and 1108.3, IPC 2012 and Sections 1611.1 and 1611.3, IBC 2012.
26. Show the location of the main line service valve, the service valves, and the riser valve. Reference: Section 5.1.4, NFPA 99-2015
27. Clarify how the location of the medical gas zone valve boxes will be coordinated with the observation windows in rooms 117, 132, 217, and 232. Reference: Section 5.1.4.6.2, NFPA 99-2015.
11/18/2016 ROBERT SHERRY WATER REVIEW Reqs Change 1. Reduced pressure backflow prevention assemblies are required to be installed in locations accessible to Tucson Water. Contact Ray Munoz at Tucson Water for coordination (Ray.Munoz@tucsonaz.gov, 520-837-2207). Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf
2. Clarify the reason for installing a 3" water service pipe and a 6" water meter. A 3" pipe, schedule 40 IPS would have a flow of 184 GPM at a velocity of 8 feet per second but a 6" meter has a maximum capacity of 1050 GPM.
11/21/2016 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. Provide energy code compliance calculations for the building envelope; use the climate zone for Tucson. 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 and the SHGC for the fenestration. Provide NFRC fenestration product ratings for the U-factor and the SHGC values on COMcheck or use the appropriate default U-factor and SHGC values from Tables C303.1.3 (1), C303.1.3 (2) and C303.1.3 (3), IECC 2012. Reference: Sections C103.2 and C401.2, International Energy Conservation Code 2012.
2. Provide heating and cooling load calculations that justify the capacities of the heating and cooling equipment specified for the project using 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, and Section 312.1, IMC 2012.
3. The City of Tucson did not adopt ASHRAE Standard 62.1 for ventilation calculations and the 2012 IMC only references the ASHRAE Standard for the purpose of calculating the system ventilation efficiency (Ev). Provide calculations to show that the ventilation system is sized in accordance with Section 403.3, IMC 2012; for HVAC systems serving multiple zones, see Section 403.3.2.3, IMC 2012.
4. Show the minimum energy efficiency rating (EER) or seasonal energy efficiency rating (SEER) for each packaged air conditioning unit or split system in the equipment schedules. Reference: Section C403.2.3, IECC 2012.
5. Revise the COMcheck mechanical compliance certificate to include the fan systems for RTU-1 and RTU-2. Reference: Section C403.2.10, IECC 2012.
6. Provide ventilation for room A100. Reference: Sections 401.2 and 403.2, IMC 2012.
7. Return air from a beauty salon or nail salon is prohibited. Reference: Section 403.2.1 (3), IMC 2012.
8. If the use of room 177 will include the application of nail polish, provide source-capture exhaust system of at least 50 CFM per nail station. Reference: footnote (h), Table 403.3, IMC 2012.
9. Hazardous exhaust ducts shall not have fire dampers or penetrate fire-rate floor-ceiling assemblies but shall be enclosed in a fire-resistance rated shaft (Room 190, O2 Storage). Reference: Section 510.6.2, IMC 2012.
11/21/2016 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change T16CM08161
CENTER AT TUCSON MEDICAL CENTER
1. SHEET COVER: PLEASE REVISE THE SHEET IDENTIFICATION TO VOLUME 1 OF 2.
2. SHEET G1.20; DRAWING INDEX: THE INDEX INDICATES SHEET G1.10 FOR GENERAL INFORMATION, WHILE THAT SHEET INDICATES G1.20 IN THE TITLE BLOCK. PLEASE COORDINATE.
3. SHEETS LS1.10 AND LS1.20: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. PLEASE REVISE.
4. SHEETS LS1.10 AND LS1.20; FIRE RESISTANCE RATINGS: MECHANICAL SHAFTS HAVE A REFERENCE TO THE IBC SECTION 708.4. PLEASE REVISE THAT REFERENCE TO MEET THE REQUIREMENTS OF THE IBC SECTIONS 707 AND 713.
5. SHEETS LS1.10 AND LS1.20; FIRE RESISTANCE RATINGS: PLEASE INDICATE ON THE DRAWINGS A CODE REFERENCE FOR THE GREASE DUCT SHAFTS FIRE RESISTANCE RATING REQUIREMENT.
6. SHEETS LS1.10 AND LS1.20; FIRE SEPARATIONS: PLEASE COMPLETE THE IBC CODE REFERENCE FOR THE SPRINKLER ROOM FIRE RESISTANCE RATING REQUIREMENT.
7. SHEETS LS1.10 AND LS1.20; SEPARATIONS: THE DRAWINGS INDICATE NON-SEPARATED OCCUPANCIES PER THE IBC SECTION 508.3, THEN INDICATE SEPARATED OCCUPANCIES BETWEEN THE I-2 AND THE B AREAS PER THE IBC TABLE 508.4. IF THE SEPARATION IS FOR THE SMOKE BARRIER ONLY, THE FIRE RESISTANCE RATING WOULD FOLLOW THE IBC SECTION 709. PLEASE CLARIFY IF THIS PROJECT IS A SEPARATED OR NON-SEPARATED OCCUPANCY TYPE.
8. SHEETS LS1.10 AND LS1.20; SMOKE COMPARTMENTS: PLEASE REVISE THE IBC REFERENCE OF SECTION 407.4 FOR SMOKE BARRIERS.
9. SHEETS LS1.10 AND LS1.20; MEANS OF EGRESS: THE DRAWINGS INDICATE THE ALLOWAGLE EXIT ACCESS TRAVEL DISTANCE FROM A CORRIDOR DOOR IS 150 FEET. PLEASE INDICATE ON THE DRAWINGS A CODE REFERENCE FOR THAT DISTANCE.
10. SHEETS LS1.10 AND LS1.20; MEANS OF EGRESS: IN THE TRAVEL DISTANCE IN CARE SUITES, PLEASE REVISE THE DISTANCE REQUIREMENT TO 100 FEET TO AN EXIT ACCESS DOOR.
11. SHEETS LS1.10 AND LS1.20; MEDICAL GASES: PLEASE INDICATE ON THE DRAWINGS THE VARIOUS GAS TYPES AND THEIR QUANTITIES. VERIFY ON THE DRAWINGS THESE QUANTITIES MEET THE IBC REQUIREMENTS OF THE TABLES 307.1(1) AND 307.1(2).
12. SHEETS LS1.10 AND LS1.20; SAFETY PLANS: IT IS NOT CLEAR ON THE PLANS WHERE THE FIRE RESISTANT RATED WALL GRAPHICS (AS INDICATED IN THE LIFE SAFETY LEGEND) OCCUR. A NOTE AT THE BOTTOM OF THESE SHEETS INDICATES 'IF THIS SHEET IS NOT VIEWED IN COLOR, VITAL DATA IS MISSING AND MAY BE MISUNDERSTOOD'. IS THAT THE ISSUE WITH THE UNCLEAR LEGEND?
13. SHEETS LS1.10 AND LS1.20; LIFE SAFETY PLANS: PLEASE INDICATE ON THIS PLAN THE DIRECTION OF EGRESS TO EACH EXIT, AND SHOW THE ACCUMULATED OCCUPANT LOAD ALONG EACH PATH AND THE TOTAL OCCUPANT LOAD AT EACH EXIT (AS INDICATED IN THE LIFE SAFETY LEGEND).
14. SHEET LS1.10; LIFE SAFETY PLAN: IN THE B OCCUPANCY GROUP AREA, THE EXIT ACCESS TRAVEL DISTANCE IS NOT MEASURED PER THE IBC SECTION 1016.3 (TRAVEL DISTANCE MEASURED IN HORIZONTAL AND VERTICAL PATH ONLY). PLEASE REVISE.
15. SHEETS LS1.10 AND LS1.20; FIRE RESISTANCE RATINGS: AN ANALYSIS FOR INTERIOR EXIT STAIRWAY AND ELEVATOR SHAFTS WAS NOT INCLUDED ON THESE SHEETS. PLEASE INCLUDE, INDICATING THE REQUIRED RATINGS PER THE IBC SECTIONS 713, 1022, AND 3002.
16. SHEETS AS1.11, AS1.12, AS1.21, AND AS1.22; FIRE RESISTANCE RATING LEGEND: THE PLANS DO NOT INDICATE ANY OF THE FIRE RESISTANCE RATINGS INDICATED IN THE LEGEND. PLEASE VERIFY. REFERENCE OTHER SHEETS FOR THE LOCATION OF THESE FIRE RESISTANCE RATING INDICATORS (FLOOR PLANS A2.).
17. SHEET A0.40; MOUNTING HEIGHTS: PLEASE INDICATE ON THIS SHEET LOCATIONS AND DETAILS FOR GRAB BARS, SEATS, CONTROLS, AND HAND SHOWERS PER THE ICC/ANSI SECTIONS 607 (TUBS) AND 608 (SHOWERS).
18. SHEETS A2.11, A2.12, A2.21, A2.22, A3.11, A3.12, A3.21, AND A3.22; FLOOR PLANS: ON THESE SHEETS, PLEASE PROVIDE A REFERENCE NOTE TO LOCATE ROOMS 132, 143, 144, AND 118 (THESE ROOMS ARE REFERENCED AS TYPICAL).
19. SHEET A2.32; ROOF PLAN: PLEASE REFERENCE THE STEEL LADDER OVER THE PARAPET TO A DETAIL.
20. SHEETS A4.11, A4.12, A4.21, AND A4.22: A NOTE ON THESE SHEETS INDICATES FOR REFERENCE ONLY. PLEASE VERIFY.
21. SHEET A4.40; ENLARGED PLAN 3: ON THE PUSH SIDE OF DOORS 182-A AND 183-A, DOES THE MANEUVERING CLEARANCE MEET THE REQUIREMENTS OF THE ICC/ANSI FIGURE 404.2.3.2? PLEASE VERIFY.
22. SHEET A5.80; SECTIONS 1 AND 2: THE DIAGONAL BRACES AT THE ROOF AND FLOOR HAVE NOT BEEN INDICATED ON ANY PREVIOUS SECTIONS. PLEASE REFERENCE.
23. SHEET A6.40; ELEVATIONS 2 AND 3: PLEASE INDICATE THE GRAB BARS AT THE SHOWERS AND TUBS ON THESE ELEVATIONS PER THE ICC/ANSI SECTION 608 AND SECTION 607.
24. SHEET A7.10; SECTION 4: IS THERE A SUMP PIT IN THE ELEVATOR PIT? PLEASE VERIFY AND INDICATE AS REQUIRED.
25. SHEET A8.60; SECTION 3: PER THE IBC SECTION 105, THE 8 FOOT HIGH GENERATOR ENCLOSURE WALL REQUIRES STRUCTURAL CALCULATIONS. PLEASE PROVIDE.
26. GENERAL: PLEASE PROVIDE A SITE PLAN WITH THIS SUBMITTAL INDICATING BUILDING SETBACK DISTANCES AND ANY OTHER ISSUES THAT MAY AFFECT THE BUILDING FIRE RESISTANCE RATINGS.
27. SHEET S0.03; FOUNDATION: NOTE 1 INDICATES A GEOTECHNICAL REPORT WAS USED FOR THE FOUNDATION DESIGN. PLEASE PROVIDE ONE COPY OF THAT REPORT FOR REVIEW.
28. SHEETS S1.11 AND S1.12; PLAN NOTE 9: PLEASE ADD REFERENCE SHEETS S6.01 AND S6.02 FOR CONCRETE/FOUNDATION DETAILS.
29. SHEETS S1.21 AND S1.22; PLAN NOTE 5: PLEASE ADD REFERENCE SHEETS S7.01 AND S7.02 FOR FLOOR FRAMING DETAILS.
30. SHEETS S1.31 AND S1.32; PLAN NOTE 5: PLEASE ADD REFERENCE SHEETS S8.01 AND S8.02 FOR ROOF FRAMING DETAILS.
31. SHEET S1.32 (ROOF FRAMING PLAN); STRUCTURAL CALCULATIONS (PAGE 44): ON THE FRAMING PLAN, COLUMNS ARE NOT INDICATED AT GRIDS D-7 AND C-7, WHILE THE CALCULATIONS INDICATE COLUMNS AT THOSE LOCATIONS. PLEASE VERIFY.
32. STRUCTURAL CALCULATIONS: FOR THE GRAVITY COLUMN DESIGN SUMMARY SHEETS AND THE SPREAD FOOTING DESIGN SUMMARY SHEETS IN THE CALCULATIONS, PLEASE REFERENCE COLUMN AND GRID LINES BY THE GRIDS SHOWN ON THE DRAWINGS, OR PROVIDE A KEY PLAN IN THE CALCULATIONS. USING COORDINATES IN THE CALCULATIONS FOR COLUMN AND FOOTING LOCATIONS MAKES IT DIFFICULT TO TRACK AND REVIEW THOSE LOADS/MEMBERS AS INDICATED ON THE DRAWINGS.
33. STRUCTURAL CALCULATIONS; LATERAL ANALYSIS: PLEASE PROVIDE A KEY PLAN IN THE CALCULATIONS FOR THE LATERAL FORCE RESISTANCE LOCATIONS. USING COORDINATES IN THE CALCULATIONS MAKES IT DIFFICULT TO TRACK AND REVIEW THOSE LOADS/MEMBERS AS INDICATED ON THE DRAWINGS.
34. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
11/29/2016 STEVE SHIELDS ZONING REVIEW Reqs Change PDSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: 5020 E. Glenn Street
T16CM08161
Building Plan (1st Review)

TRANSMITTAL DATE: November 29, 2016

1. The building plans have been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed.

2. The building plans have been reviewed and it appears that the building plan match development package DP16-0172. But until development package DP16-0172 has been approved the building plan cannot be approved.

3. Until the above comments have been addressed and all other PDSD review agencies have approved the building plans zoning cannot approve.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956
11/30/2016 ERIC NEWCOMB COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Approved
11/30/2016 LOREN MAKUS ENGINEERING REVIEW Reqs Change DP must be approved first.
12/01/2016 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Reqs Change Please address the following electrical plan review comments. Also provide a written response.
#1. Provide a note on the power plans to indicate that the wiring methods are to comply with art. 517.13 NEC where applicable, such as areas where patient care may be provided. Therapy rooms, nurse's office, exam or treatment rooms, observation rooms.
#2. Ref; Plan sheet E2-22, Area D. The luminaire switching is not shown as in other areas.
#3. Ref; Plan sheets E3-11, E3-12, E3-21, E3-22. Keynotes #2 and #13 refer to enlarged plan detail 2- E5-01. Could not locate this plan in the plan set.
#4. Please identify the Back-Up Generator feeder circuits as Emergency, Life Safety, Critical Branch, if applicable. Also provide for a sign to be placed at the service equipment indicating the type and location of on-site emergency power sources. NEC art. 700.7.
#5. PLEASE PROVIDE FOR A SELECTIVE COORDINATION ANALYSIS FOR THE CIRCUIT PATHS REQUIRED TO BE SELECTIVELY COORDINATED PER NEC ARTICLES 517,620, 700, 701, 708. PROVIDE A STATEMENT CLEARLY STATING THAT SELECTIVE COORDINATION HAS BEEN ACHIEVED, AND APPROVED BY THE ENGINEER OF RECORD, PRIOR TO FINALIZATION OF THIS PROJECT.
#6. Any areas or guest suite intended for children per definition of NEC art. 406.2, and articles 406.13, 406.14 shall have tamper resistant receptacles installed if applicable.
#7. Provide full compliance with the TUCSON/PIMA COUNTY OUTDOOR LIGHTING CODE. See section 104,"PERMITS AND PLAN SUBMISSION REQUIREMENTS". Also indicate whether or not a special inspection is required per sec. 104.2.2,106.2.1. This code can be downloaded from www.tucson.gov/pdsd.
Dan Santa Cruz, Commercial Electrical Plan Review.
Dan.santacruz@tucsonaz.gov

Final Status

Task End Date Reviewer's Name Type of Review Description
12/21/2016 KROBLES1 OUT TO CUSTOMER Completed