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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T12CM04344
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/25/2012 | KEN BROUILLETTE | FIRE | REVIEW | Approv-Cond | The required fire sprinkler system can be designed to NFPA13R standards. Key box required for building. |
| 07/30/2012 | TERRY STEVENS | ZONING | REVIEW | Denied | Zoning cannot approve until buliding and the development plan has been approved. |
| 08/02/2012 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEETS HC1 THROUGH HC5; UNIT NOTES: NOTE 1 INDICATES ACCESSIBLE DWELLING UNITS ARE LOCATED PER SHEET C1. REVISE. 2. SHEET A1.0 (FLOOR PLANS); SHEET D1.1 (SECTION 4): SECTION 4 CUT AT UNIT 4 EXTERIOR WALL SHOULD INDICATE FLOOR TRUSSES BEARING ON THE WALL. VERIFY. 3. SHEET A1.0 (FLOOR PLANS); SHEET D1.1 (SECTION 5): SECTION 5 CUT AT UNIT 3 EXTERIOR WALL SHOULD INDICATE ROOF TRUSSES BEARING ON THE WALL. VERIFY. 4. SHEET A1.0 (FLOOR PLANS); SHEET D1.1 (SECTION 1): SECTION 1 CUT AT UNIT 3 EXTERIOR WALL SHOULD INDICATE FLOOR TRUSSES ON THE LEFT OF THE STUD WALL PARALLEL TO THE WALL. VERIFY. 5. SHEET A1.0 (FLOOR PLANS); SHEET D2 (PLAN 2): PLAN 2 INDICATES 7 TREADS ON THE UPPER PORTION OF THE STAIR, WHILE THE FLOOR PLAN INDICATES 8 TREADS. VERIFY. 6. SHEET A1.0 (SECOND FLOOR PLAN); SHEET A1.2 (SECTION B): SECTION B CUT THROUGH UNIT 3 SHOULD INDICATE FLOOR TRUSSES PARALLEL TO THE EXTERIOR WALLS. VERIFY. 7. SHEET A1.0; FLOOR PLANS: ON THE PLANS, ARE ALL DWELLING UNIT SEPARATION WALLS (MARKED 'PW' ON THE PLANS) TO BE TWO HOUR SEPARATION WALLS PER DETAIL 9/D1.1 AND TABLE 705.4 OF THE IBC? PROVIDE A NOTE ON EACH PLAN, OR INDICATE THAT ON THE PLANS WHERE DETAIL 9/D1.1 IS LOCATED. 8. SHEET A1.0 (FLOOR PLANS); SHEET D1.2 (SECTION 2): SECTION 2 CUT AT UNIT 2 INDICATES 'SIM'. WHERE IS SECTION 2 CUT THAT IS NOT A SIMILAR SECTION? VERIFY. 9. SHEET A1.0 (SECOND FLOOR PLAN); SHEET D2 (PLAN 3): PLAN 3 INDICATES 6 TREADS ON THE UPPER PORTION OF THE STAIR, WHILE THE FLOOR PLAN INDICATES 7 TREADS. VERIFY. 10. SHEET A1.2; BUILDING SECTION A: THE DETAIL REFERENCE 7/D1 AT THE FLOOR/CEILING ASSEMBLY IS NOT CORRECT. VERIFY. 11. SHEET A1.2; BUILDING SECTIONS A AND B: THE DETAIL REFERENCE 8/D1 AT THE FLOOR/CEILING ASSEMBLY IS NOT CORRECT. VERIFY. 12. SHEET A1.3; ROOF PLAN: THE DETAIL REFERENCE 9/D4 AT THE VALLEY FLASHING (AT LOWER LEFT ON THE PLAN) IS NOT CORRECT. VERIFY. 13. SHEET D1.1; SECTIONS 2, 3, 4, AND 5: THE DETAIL REFERENCE 8/D1 AT THE FLOOR/CEILING ASSEMBLY IS NOT CORRECT. VERIFY. 14. SHEET D1.1; SECTION 2: THE DETAIL REFERENCE 6/D1 AT THE EXTERIOR WALL ASSEMBLY IS NOT CORRECT. VERIFY. 15. SHEET D1.1; SECTION 3: THE DETAIL REFERENCE 7/D1 AT THE SEPARATION WALL IS NOT CORRECT. VERIFY. 16. SHEET D1.1; SECTION 3: THE DETAIL REFERENCES 4, 5, AND 6/D8 AT THE RATED WALL ASSEMBLIES ARE NOT CORRECT. VERIFY. 17. SHEET D1.1; WALL DETAIL 9: THIS DETAIL IS FOR A TWO HOUR AREA SEPARATION WALL, BUT A NOTE REFERENCES DETAIL 1/D6, WHICH IS A ONE HOUR DWELLING UNIT SEPARATION WALL. CLARIFY. 18. SHEET D1.2; SECTION 1: THE DETAIL REFERENCE 6/D1 AT THE EXTERIOR WALL ASSEMBLY IS NOT CORRECT. VERIFY. 19. SHEET D1.2; SECTIONS 1 AND 2: THE DETAIL REFERENCE 8/D1 AT THE FLOOR/CEILING ASSEMBLY IS NOT CORRECT. VERIFY. 20. SHEET D1.2; SECTION 4: PROVIDE A NOTE ON THIS SECTION FOR THE CONNECTION OF THE SUNSHADE TO THE WALL. 21. SHEET D2; STAIR #1 PLAN: A NOTE REFERENCING DEFERRED SUBMITTALS FOR THE STAIRS IS INCLUDED ON THIS SHEET. ALL DEFERRED SUBMITTALS MUST BE APPROVED IN WRITING BY RON BOOSE (BUILDING OFFICIAL) BEFORE THOSE SUBMITTALS WILL BE REVIEWED. RON.BOOSE@TUCSONAZ.GOV. 22. SHEET D2; SECTION A: THE DETAIL REFERENCE 2/D2 IS NOT CORRECT. VERIFY. IN ADDITION, THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE. 23. SHEET D2; STAIR #2 AND #3 PLANS: THE DETAIL REFERENCE 6/D2 AT THE HANDRAIL PROJECTION IS FOR THE RAIL AT GRADE, WHILE THE DETAIL IS REFERENCED ON THE PLAN AT THE MEZZANINE LEVEL (SHOWN ON SECTION B). VERIFY. 24. SHEET D3; ELEVATION 11: ON THE ELEVATION OR THE SECTION, REFERENCE DETAIL 14/D3 FOR THE CONNECTION OF THE INTERMEDIATE VERTICAL TUBES AT THEIR BASE. 25. SHEET S1.7; WOOD TRUSS SCHEDULE: NOTE 3 INDICATES TRUSS GIRDERS ARE DESIGNATED AS TG#. IS THERE A TRUSS GIRDER SCHEDULE? VERIFY. 26. SHEET S2.1 (FOUNDATION PLAN); SHEET S1.7 (HOLDOWN SCHEDULE): THE SHEARWALL BETWEEN UNITS 4 AND BETWEEN UNITS 1 INDICATES A HOLDOWN H5 IN SIX LOCATIONS, BUT THE HOLDOWN SCHEDULE ON SHEET S1.7 HAS NO H5. VERIFY. 27. SHEET S2.1; FOUNDATION PLAN: KEYNOTE 2 INDICATES STEEL STAIRS BY OTHERS. ALL DEFERRED SUBMITTALS MUST BE APPROVED IN WRITING BY RON BOOSE (BUILDING OFFICIAL) BEFORE THOSE SUBMITTALS WILL BE REVIEWED. RON.BOOSE@TUCSONAZ.GOV. 28. SHEET S2.1; FOUNDATION PLAN: A SECTION CUT 117 AT THE STAIR INTO UNIT 3 IS NOT CORRECT. VERIFY. 29. SHEET S2.2; ROOF FRAMING PLAN: A LINTEL (TWO THUS) IN THE EXTERIOR WALLS OF UNIT 1 IS MARKED LT. PROVIDE A LINTEL REFERENCE NUMBER FOR THESE LINTEL BEAMS. 30. SHEET S2.2; STRUCTURAL CALCULATIONS: IT APPEARS ALL ROOF LINTEL BEAMS WITHOUT SPECIFIC CALCULATIONS ARE EITHER LT1, LT2, OR LT3 BEAMS, AND THESE ARE INCLUDED IN THE CALCULATIONS ON SHEET 4 AND INDICATED ON THE DRAWING SHEET S1.5. VERIFY. 31. SHEET S2.2; STRUCTURAL CALCULATIONS: IT APPEARS ALL FLOOR LINTEL BEAMS WITHOUT SPECIFIC CALCULATIONS ARE EITHER LT6, LT7, OR LT8 BEAMS, AND THESE ARE INCLUDED IN THE CALCULATIONS ON SHEET 22 AND INDICATED ON THE DRAWING SHEET S1.5. VERIFY. 32. SHEET S3.0; DETAILS 101, 102, 109, AND 111: PROVIDE A NOTE OR REFERENCE FOR THE DEPTH OF THE FOOTING. 33. SHEET S3.0; DETAIL 109: NOTE 5 INDICATION SHOULD BE MOVED ON THE DETAIL. 34. STRUCTURAL CALCULATIONS: IS THE POST TENSIONED SLAB DESIGN INCLUDED IN THE CALCULATIONS? VERIFY. 35. GENERAL: PROVIDE CALCULATIONS FOR WALLS INDICATED IN DETAILS 34, 35, 36, AND 38 ON SHEET S1.6. 36. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 08/02/2012 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 08/02/2012 | BETH GRANT | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 08/03/2012 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. A separate permit is required for the installation of a private sewer collection system. Reference: Title 18, R18-9-E302, 4.02 General Permit, Arizona Administrative Code. 2. The International Plumbing Code, 2006, is the controlling code for this structure; R-2 residential occupancies are not within the scope of the International Residential Code. Reference: Section 101.2, IPC 2006. 3. Clarify the piping materials to be used for the water distribution piping. A note on P1.1 says that PEX is acceptable but notes on sheet P3.1 indicate that CPVC is to be used from the "SOV to within 60" of the water heater" and that PEX is not allowed. What material is allowed within 60" of the water heaters? If PEX will be allowed, provide size conversion information from the CPVC sizes shown on the drawing to the acceptable PEX sizes. Reference: Sections 604.1, 604.3, and 605.4, IPC 2006. 4. Indicate the materials to be used for the drain, waste, and vent piping. Reference: Section 702, IPC 2006. 5. Clarify the note on the first floor plumbing plan regarding the "alternate location" for the location of the connection of the building drain and the building sewer. How is the location of the connection of the building drain and the building sewer changing the size of the building sewer from 6" to 4" on the plumbing floor plan but not on the riser drawing? Note that the civil plans show all of the apartment buildings having 4" building sewers. 6. The water pressure calculations are based on a total fixture demand of 135 fixture units but the plumbing fixture schedule indicates a total of 145.6 fixture units for the building. Coordinate the two calculations. Reference: Sections 106.3.1 and 604.1, IPC 2006. 7. The water pressure calculations show a pressure drop of 2.8 PSI for a 1" water meter at a demand of 56 GPM. Provide the listing information for a 1" water meter, available through Tucson Water, which will have this pressure drop. 8. Revise the specification for the tub-shower valves to require that they comply with the requirements of Section 424.3, IPC 2006. 9. Provide a full-size vent for each waste stack. Reference: Section 910.3, IPC 2006. 10. Revise the size of the waste stacks serving four tubs to comply with the requirements of Table 910.4, IPC 2006. 11. Clarify why one of the waste stacks serving two standpipes (P5) is labeled as a "CWV". Reference: Section 106.3.1, IPC 2006. 12. Provide specifications for RD1 and RD2. Ensure that the overflow roof drain includes a strainer (i.e. not as shown on detail 13/D4). Reference: Sections 1102.6 and 1105.1, IPC 2006. |
| 08/03/2012 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide energy code compliance calculations for the building envelope; use the climate zone for Pima County < 4,000 feet. 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. Reference: Sections 101.4 and 104.2, International Energy Conservation Code 2006. 2. Provide energy code compliance calculations for the mechanical systems. Reference: Sections 101.4 and 104.2, International Energy Conservation Code 2006. 3. The dryer vents located in apartment units 1, 3, and 5 appear to exceed the length limitations of Section 504.6.1, IMC 2006; verify the vent lengths. |
| 08/09/2012 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 08/22/2012 | GERRY KOZIOL | WWM | REVIEW | Denied | 1. THE PLACE AT PRESIDIO TRAIL - S12-017/DP12-0061 - CLUBHOUSE (18FU'S) - T12CM04333 - 13-APARTMENT BUILDINGS (3614FU'S) T12CM04334 THRU T12CM04345 & T12CM04347 - MAINTENANCE BUILDING (11FU'S) T12CM04657 2. NEED TO BUILD PUBLIC SEWER/NEED PUBLIC SEWER APPROVAL AND PUBLIC SEWER CONSTRUCTION PERMIT AND HOLD HARMLESS LETTER-NEED TO PERMIT ON-SITE PRIVATE SEWER #PT12S00910 - NEED DEQ REVIEW & APPROVAL TO CONSTRUCT ON-SITE PRIVATE SEWER - NEED COPY OF ON-SITE PRIVATE SEWER FOR BASE MAP UPDATE 3. NEED TO INDICATE SIZE OF WATER METERS ON "WATER SERVICES" TO SERVE BUILDINGS ON PUBLIC WATER PLANS - NOTE: THIRTEEN 2" WATER SERVICES" FOR 13-APARTMENT BUILDINGS AND ONE 1 1/2 "WATER SERVICE" FOR CLUBHOUSE AND ONE 1" " WATER SERVICE" FOR MAINTENANCE BUILDING FOR SEWER CONNECTION FEE CALCULATION |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/30/2012 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |