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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T14CM01766
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/04/2014 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. The temperature mixing valve specified in the plumbing fixture specifications on sheet P3.1 is listed as conforming to ASSE 1070, not ASSE 1016 as shown in the specifications. Revise the specifications on sheet P3.1 to note the correct ASSE standard so that an incorrect mixing valve is not substituted. Coordinate the plumbing fixture specifications with the mixing valve note on detail 206. Reference: Sections 416.5 and 607.1.2, IPC 2012. 2. Provide justification for the use of the spill-resistant vacuum breakers (ASSE 1056) to isolate the cappuccino machine and the three soda towers. (Note also that detail 207 is incorrectly labeled.) Reference: Section 608.16.1, IPC 2012. 3. 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. 4. Verify that the indirect waste receptor located under the dishwasher (103) is visible for inspection and has ready access for cleaning. Reference: Section 802.3, IPC 2012. |
| 04/04/2014 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 04/04/2014 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. The architectural drawings do not use the same area names as the ventilation calculations. Identify the areas used for the ventilation calculations and the quantity of supply air delivered to each area. Reference: Section 403.3 .2.3, IMC 2012. 2. Provide the installation requirements for the two gelato makers (#133). Reference: Section 107.2.1, IBC 2012. |
| 04/07/2014 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET T1.1; OCCUPANCY/EXIT PLAN: IN THE LOBBY AREA, EXITS PROVIDED ARE LISTED AS 3. THE TWO EXITS ADJACENT TO EACH OTHER CANNOT BE CONSIDERED AS SEPARATE EXITS SINCE THEY DO NOT MEET THE SEPARATION CRITERIA LISTED IN THE IBC SECTION 1015.2.1. REVISE CALCULATIONS AND VERIFY. 2. SHEET T1.1; SUMMARY OF GOVERNING REGULATIONS: REVISE THE ACCESSIBILITY CODE TO THE 2012 IBC AND THE 2009 ICC/ANSI A117.1. 3. SHEET T1.1; PLUMBING CALCULATIONS: THE MALE AND FEMALE OCCUPANT LOADS ARE LISTED AS 294 EACH. VERIFY. 4. SHEET T1.1 (GENERAL BUILDING SUMMARY); SHEET AS1.2: SHEET T1.1 LISTS THE BUILDING AREA AS 22,500 SF, WHILE THE DEPICTION OF THE BUILDING ON THE SITE PLAN SHOWS A 150'X160'-9" BUILDING (24,112 SF). CLARIFY. 5. SHEET A1.1; FLOOR PLAN: USING THE IBC TABLE 1108.2.2.1, IT APPEARS ALL SIX THEATERS REQUIRE 4 WHEELCHAIR SPACES. ARE THESE REQUIREMENTS BEING MET ON THIS PLAN? 6. SHEET A1.1; FLOOR PLAN KEYNOTES: NOTE 11 REFERENCES SHEET A8.1 FOR STOREFRONT/DOOR TYPES. REVISE THE SHEET REFERENCE. 7. SHEET A1.1; FLOOR PLAN KEYNOTES: NOTE 14 REFERENCES 1/A1.3, 5/A4.1, 1/A4.2, AND 10/A9.2 FOR A WOOD/POST BEAM. IT APPEARS ONLY 1/A4.2 SHOWS THAT WOOD/POST BEAM. VERIFY AND REVISE THE REFERENCES (NO STRUCTURAL INFORMATION ON THE WOOD POST/BEAM WAS LOCATED). 8. SHEET A1.1; FLOOR PLAN KEYNOTES: NOTES 23 AND 24 WERE NOT LOCATED ON THE PLAN. VERIFY. 9. SHEET A1.1; FLOOR PLAN: THE IBC SECTION 1109.11 PROVIDES REQUIREMENTS FOR ACCESSIBLE SEATING IN THE LOBBY AREA. NO ACCESSIBLE SPACE IS INDICATED THERE. VERIFY. 10. SHEET A1.2; DETAIL 2: THE INTERIOR WALL MUST MEET THE LATERAL LOAD REQUIREMENTS OF THE IBC SECTION 1607.14. WILL THE T-BAR GRID MEET THAT REQUIREMENT? 11. SHEET A1.2; DETAIL 2: PROVIDE THE DIAGONAL BRACING SIZE AND THE BLOCKING SIZE. INDICATE THE CONNECTION (SIZE AND QUANTITY) OF THE BLOCKING TO THE STRUCTURE ABOVE. 12. SHEET A1.3; BAR FLOOR PLAN AND ELEVATIONS: THE IBC SECTION 1109.11 PROVIDES REQUIREMENTS FOR ACCESSIBLE SEATING AND STANDING SPACES. NO ACCESSIBLE SPACE IS INDICATED AT THE BAR. VERIFY. 13. SHEET A1.3; BAR AREA KEYNOTES: NOTE 9 REFERENCES 1/A1.3, 5/A4.1, 1/A4.2, AND 10/A9.2 FOR A WOOD/POST BEAM. VERIFY AND REVISE THE REFERENCES (NO STRUCTURAL INFORMATION ON THE WOOD POST/BEAM WAS LOCATED). 14. SHEET A1.3; SECTION 6: PROVIDE A LARGER SCALE DETAIL INDICATING THE TUBE AND ANGLE SIZES, AND HOW THE ENTIRE STRUCTURE IS CONNECTED TO THE SUPPORT MEMBERS, OR REFERENCE STRUCTURAL. 15. SHEET A3.1; ROOF PLAN KEYNOTES: NOTE 9 WAS NOT LOCATED ON THE PLAN. VERIFY. 16. SHEET A4.1; SECTION KEYNOTES: NOTE 11 REFERENCES 14/A9.2 FOR A CONCRETE STEP AND HANDRAIL. REVISE THE REFERENCE. 17. SHEET A4.2; SECTION KEYNOTES: NOTE 9 REFERENCES 10/A9.1 AND 13/A9.2 FOR A WOOD/POST BEAM. VERIFY AND REVISETHE REFERENCES. 18. SHEET A4.2; SECTION KEYNOTES: NOTE 2 WAS NOT LOCATED ON THE SECTIONS. VERIFY. 19. SHEET A9.2; DETAIL 12: THE IBC SECTION 1028.13 LISTS REQUIREMENTS FOR HANDRAILS. PROVIDE DIMENSIONS ON DETAIL 12 AND NOTES AS REQUIRED. 20. SHEET S1.1 (FOUNDATION PLAN); SHEET S3.1 (DETAIL 301): NO CALCULATIONS WERE SUBMITTED FOR VERIFYING THE EXISTING ROOF STRUCTURE IS ADEQUATE TO SUPPORT THE ROOF LOADS AFTER THE EXISTING COLUMN IS REMOVED AND A NEW COLUMN (IN A NEW LOCATION) IS INSTALLED. PROVIDE. 21. SHEET S2.1: NO CALCULATIONS WERE SUBMITTED FOR VERIFYING THE EXISTING ROOF STRUCTURE IS ADEQUATE TO SUPPORT THE NEW ROOF UNITS/HOOD. PROVIDE. 22. SHEET S2.1; ROOF FRAMING PLAN NOTES: NOTE 7 WAS NOT LOCATED ON THE PLAN. VERIFY. 23. SHEET S3.2; DETAIL 307: INDICATE THE HEIGHT OF THE NEW WALL ABOVE THE EXISTING STEEL ROOF DECK, OR REFERENCE THE ARCHITECTURAL DRAWINGS. 24. SHEET S3.2; DETAIL 308: INDICATE THE HEIGHT OF THE NEW WALL, OR REFERENCE THE ARCHITECTURAL DRAWINGS. 25. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 04/15/2014 | KEN BROUILLETTE | FIRE | REVIEW | Reqs Change | 1. Need the specifications on all interior finishings per Chapter 8 of the 2012 IFC. Please look at table 803.3, Section 807.4 and 807.4.2.2 for more details on the requirements. 2. Please indicate that all exit doors will have panic hardware per 2012 IFC Section 1008.1.10 and the exception does not apply to this project because the occupant load is over 300. 3. Please indicate how this project is meeting the emergency egress lighting requirement. Please indicate the existing emergency lighting on the plans. 4. I cannot determine the width of the aisle space in the theaters when the tables are installed. Please indicate which page it will show the clear width. 5. Please indicate how compliance with 2012 IFC Section 1028.4 Foyers and Lobbies is met. |
| 04/17/2014 | LEERAY HANLY | ELECTRICAL-COMMERCIAL | REVIEW | Completed |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/18/2014 | CPIERCE1 | REJECT SHELF | Completed |