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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T15CM08608
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/04/2016 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Completed | |
| 01/06/2016 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments, also provide a written response. #1. Please make reference on the plans for patient rooms ( General Care ), ( Critical Care ), also wiring methods to be in compliance with NEC art. 517.13. #2. Provide locations on the floor plans for all Panels and transformers that have devices or lighting designated to or circuited to them. #3. Indicate all the electrical outlet locations and circuit / panel designations on the Kitchen floor plan. #4. Provide primary feeder disconnecting means for the transformers within site of the transformer or compliance with NEC art.450.14. #5. Ref: Plan Sheet E6.01. (a). Indicate all feeder conductor, conduit sizes, types, for Panels, '3ECB2', '3LSA', '3LSB', '3B2', 30KVA transformers. (b). Why is there a bold print line between panels '3ECB2' and '3ECBM1E' (c). Please clarify Keynote #2 and #4, "feeder by infrastructure contract". In order to provide a complete and code compliant review ,these feeder designations must be shown on the plans, including OCPD. (d). Provide a complete panel schedule for panel '3BMB', include load calc's, OCPD for panel '3B2'. #6. Ref: Plan Sheet E8.01. Include the GEC conductor sizes and types for the 30 KVA transformers. ( Grounding Detail ). #7. Complete compliance with the 2012 IECC for interior lighting. #8. The demolition plan sheets E1.01 and E1.02 general notes call for the removal of the electrical and special systems devices, including fire alarm, nurse call, communications. Who is re-installing the special system devices ? and why are they not included in the floor plans. Provide the information for all the 120v control power circuiting and all low voltage designations and devices as it pertains to the General notes on plan sheets E2.01 and E2.02 Ref:2012 IBC sec. 107.2.1, 2011 NEC |
| 12/14/2015 | KEN BROUILLETTE | FIRE | REVIEW | Reqs Change | WAITING FOR BUILDING COMMENTS TO BE ADDRESSED-KENB |
| 12/22/2015 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Revise the font size used on the drawings to a minimum of 3/32-inch (e.g. see General Notes on P7.01). Reference: Section 107.2.1, IBC 2012. 2. Provide water isometrics and waste and vent isometrics for the new work in the kitchen. Reference: Section 107.2.1, IBC 2012. 3. Clarify how the contractor is to "secure access to the oxygen valve as much as code allows". Reference: Section 107.2.1, IBC 2012. 4. Provide a direct connection to the sanitary waste system for the discharge of the hydromechanical grease interceptor. Reference: Section 301.3, IPC 2012. 5. Provide tempered water for the lavatories in public restrooms (e.g. the staff restroom); tempered water is defined as having a maximum temperature of 110 degrees Fahrenheit. Reference: Sections 416.5 and 607.1.2, IPC 2012 6. The required automatic faucet for the lavatories shall dispense a maximum of 0.25 gallons per metering cycle; the local amendment does not require a maximum flow rate of 0.25 GPM. Verify that the automatic faucets will operate for a minimum time of 10-seconds. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson and Section 606.4, ICC/ANSI A117.1-03. 7. Verify that the pipe sizes called out for the water closet flush valves, and for the faucet and the flush valve for the clinical sink will not result in water velocities greater than that recommended by the pipe manufacturer (e.g. limit the water velocity to less than 8 FPS for copper piping) or the 6 FPS shown in the General Notes. At a minimum design flow rate of 25 GPM for a siphonic, flush-valve water closet, a 1" Type L copper pipe has a flow velocity of 9.7 FPS. Reference: Table 604.3, IPC 2012. 8. 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 (e.g. Section 608.16.1, IPC 2012 requires the use of an ASSE 1022 listed backflow preventer for beverage dispensers). Reference: Sections 608.1 and 608.3, IPC 2012. 9. Verify that separate indirect waste pipes are being 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. 10. Clarify the proposed use of food service sink #21 in the kitchen. Food prep sinks shall be connected to a grease interceptor. Reference: Section 1003.3 (A), IPC 2012, as amended by the City of Tucson. 11. The waste stream from a dishwasher shall be routed through a grease interceptor but it may not discharge through a hydromechanical grease interceptor. Verify how the discharge from the dishwasher can be accommodated with the Pima County Regional Wastewater Reclamation Department. Reference: Section 1003.3, IPC 2012, as amended by the City of Tucson. |
| 12/22/2015 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Provide the size of both the water service meter and the reduced pressure backflow preventer assembly along with the total water demand served by the water meter. Reference: Section 107.2.1, IBC 2012. |
| 12/28/2015 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. GENERAL: BENEATH THE PROFESSIONAL SEAL ON EACH ARCHITECTURAL SHEET, PLEASE INDICATE THE EXPIRATION DATE OF THIS SEAL. 2. SHEET G0.00; PROJECT SUMMARY: PLEASE REMOVE THE FEDERAL REFERENCE TO THE 1994/2010 ADA GUIDELINES. ADD THE 2009 ICC/ANSI A117.1 FOR THE PIMA COUNTY ACCESSIBILITY CODE. 3. SHEET G0.00; FIRE PROTECTION REQUIREMENTS: FOR COLUMNS SUPPORTING A ROOF ONLY, THE IBC TABLE 601 ALLOWS A TWO HOUR FIRE RESISTANCE RATING. PLEASE VERIFY. 4. SHEET G0.00; PROJECT SUMMARY (PROJECT DESCRIPTION): THE DRAWING INDICATES THIS PROJECT IS A RENOVATION OF AN EXISTING THIRD FLOOR INTO A 36 BED GERIATRIC PSYCHOLOGICAL HOSPITAL. IS THE I-2 OCCUPANCY GROUP A CHANGE OF USE FROM THE PREVIOUS CLASSIFICATION? PLEASE VERIFY ON THE DRAWINGS. 5. SHEET G1.01; CONSTRUCTION TYPE: THIS SHEET INDICATES A CONSTRUCTION TYPE OF II-B FOR A NEW HOSPITAL, WHILE SHEET G0.00 (PROJECT SUMMARY) INDICATES CONSTRUCTION TYPE I-A FOR A HOSPITAL RENOVATION. PLEASE COORDINATE. 6. SHEET G1.01; LIFE SAFETY PLAN DATA: THE EXITS REQUIRED INDICATES 242 OCCUPANTS, WHILE THE OCCUPANT LOAD CALCULATION TABLE INDICATES 240. PLEASE COORDINATE. 7. SHEET G1.01; CONSTRUCTION TYPE: THE ALLOWABLE BUILDING AREA IS LISTED AS 11,000 SF FROM THE IBC TABLE 503. THIS IS FOR TYPE II-B CONSTRUCTION. IS THIS CORRECT, OR IS THE CONSTRUCTION TYPE I-A (PER SHEET G0.00)? PLEASE COORDINATE. 8. SHEET G1.01; LIFE SAFETY PLAN: IN SMOKE COMPARTMENT 3, A DAY LOUNGE IS OPEN TO THE CORRIDORS. THE IBC SECTION 407.2.1 INDICATES THIS TYPE OF AREA MAY BE OPEN TO A CORRIDOR IF IT MEETS FOUR CRITERIA. PLEASE VERIFY ON THE DRAWINGS THAT THE REQUIREMENTS FOR CRITERIA NUMBERS 2 AND 3 (AUTOMATIC FIRE DETECTION SYSTEM IS INSTALLED) ARE MET. 9. SHEET G1.01; LIFE SAFETY PLAN: PLEASE VERIFY ON THE DRAWINGS THE EXISTING CORRIDOR WALL CONSTRUCTION MEETS THE REQUIREMENTS OF THE IBC SECTION 710 FOR SMOKE PARTITIONS. 10. SHEET G1.01; LIFE SAFETY PLAN DATA: A NOTE INDICATES A 150'-0" TRAVEL DISTANCE IS ALLOWED FROM ANY EXIT ACCESS TO AN EXIT. WHAT SECTION OF THE IBC DOES THIS DISTANCE COME FROM? PLEASE INDICATE THAT SECTION ON THE DRAWING. 11. SHEET G1.01; SMOKE/FIRE COMPARTMENT AREAS 1, 2, AND 3: PLEASE INDICATE ON THE DRAWINGS THE CALCULATION FOR EACH COMPARTMENT OF THE TOTAL PROVIDED AREA OF REFUGE. 12. SHEET G1.01; LIFE SAFETY PLAN: PLEASE VERIFY ON THE DRAWINGS THE REQUIREMENTS OF THE IBC SECTIONS 407.7 (FIRE ALARM SYSTEM) AND 407.8 (AUTOMATIC FIRE DETECTION) ARE MET. 13. SHEET G1.01; OCCUPANCY LOAD CALCULATIONS: THE TABLE INDICATES 192" OF TOTAL EXIT WIDTH PROVIDED. THE PLAN INDICATES 180" (48 + 48 + 48 + 36). PLEASE VERIFY. 14. SHEET G1.01: PLEASE INDICATE ON THE DRAWINGS THE EXISTING STAIR WIDTHS. 15. SHEET G1.01: PLEASE INDICATE ON THE DRAWINGS THE ILLUMINATION REQUIREMENTS FOR MEANS OF EGRESS OF THE IBC SECTIONS 1006.2 AND 1006.3 ARE MET. 16. SHEETS G2.01 AND G2.02: THESE REFERENCE SHEETS MAY BE DELETED FROM THIS SET. 17. SHEET G2.03; GENERAL NOTE: IN THE CITY OF TUCSON, THE ADAAG IS USED ONLY IN GOVERNMENT OWNED BUILDINGS. IT WILL NOT BE CONSIDERED FOR THIS PROJECT. 18. SHEET A1.01; AREA 'A' PLAN: THE WALLS AROUND THE OPENING IN THE GENERAL STORAGE ROOM (3109) DO NOT INDICATE FIRE REATED WALLS. SHOULD THESE BE NOTED AS NEW TWO HOUR RATED FIRE BARRIERS (PER SHEET G1.01)? PLEASE VERIFY. 19. SHEET A1.01; AREA 'A' PLAN: THE WALL SEPARATING COMPARTMENT 1 FROM COMPARTMENT 2 IN CORRIDOR 3300 IS NOT SHOWN. SHOULD THIS WALL BE SHOWN AND NOTED AS A C2 WALL TO MATCH THE NEW ONE HOUR FIRE BARRIER (PER SHEET G1.01)? PLEASE VERIFY. 20. SHEET A1.02; AREA 'B' PLAN: THE WALL ON THE WEST SIDE OF THE SOILED ROOM (3613) INDICATES A B2U WALL. SHOULD THIS BE NOTED AS A C2U WALL TO MATCH THE EXISTING ONE HOUR FIRE BARRIER (PER SHEET G1.01)? PLEASE VERIFY. 21. SHEET A1.02; AREA 'B' PLAN: THE WALL SEPARATING COMPARTMENT 2 FROM COMPARTMENT 3 IN CORRIDOR 3800 IS NOT SHOWN. SHOULD THIS WALL BE SHOWN AND NOTED AS A C2U WALL TO MATCH THE EXISTING ONE HOUR FIRE BARRIER (PER SHEET G1.01)? PLEASE VERIFY. 22. SHEET A1.02; AREA 'B' PLAN: THE WALL SEPARATING COMPARTMENT 2 FROM COMPARTMENT 3 IN CORRIDOR 3400 IS NOT SHOWN. SHOULD THIS WALL BE SHOWN AND NOTED AS A C2U WALL TO MATCH THE EXISTING ONE HOUR FIRE BARRIER (PER SHEET G1.01)? PLEASE VERIFY. 23. SHEET A2.01; ELEVATION 11: PLEASE ADD THE VERTICAL GRAB BAR REQUIRED. 24. SHEET A2.02; TYPICAL MOUNTING HEIGHTS: ADD THE VERTICAL GRAB BAR REQUIRED ON THE SIDE WALL OF THE WATER CLOSET. 25. SHEETS A5.02 AND A5.03; DOOR SCHEDULE: THE HARDWARE SETS ARE NOT INCLUDED IN THE SCHEDULES. PLEASE VERIFY. 26. SHEET A7.03; CEILING DETAILS: PLEASE ADD DETAILS ON THIS SHEET INDICATING HOW THE METAL STUD FRAMING AND BRACING CONNECT TO THE STRUCTURE ABOVE. 27. GENERAL: PLEASE VERIFY ALL NEW AND EXISTING WALLS INDICATED ON SHEET G1.01 MATCH THE WALL CONSTRUCTION SHOWN ON SHEETS A1.01 AND A1.02. 28. GENERAL: THE IBC TABLE 2902.1 INDICATES DRINKING FOUNTAINS ARE REQUIRED (ONE PER 100 OCCUPANTS). PLEASE VERIFY ON THE DRAWINGS THIS REQUIREMENT IS MET. 29. GENERAL: PLEASE NOTE ON THE DRAWINGS THE REQUIREMENTS OF THE IBC SECTION 1107.5.3 FOR ACCESSIBLE UNITS AND TYPE B UNITS ARE MET. 30. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 12/29/2015 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review |