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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T15CM08773
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/09/2016 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Verify the materials that have been used for the portion of the existing building sewer that is now to be located beneath the building conform to the standards listed in Table 702.2, IPC 2012. Reference: Section 702, IPC 2012. 2. Provide a cleanout at the new junction of the building drain (i.e. 30" beyond the exterior walls of the building) and the building sewer. Reference: Section 708.3.5, IPC 2012. 3. Cleanouts not located at the junction of a building drain and a building sewer shall open to allow cleaning in the direction of flow (e.g. the existing 2-way cleanout now located in room 112 should be a 1-way cleanout). Reference: Sections 708.3.5 and 708.5, IPC 2012. 4. Provide a sediment trap downstream of the appliance shut off valve for AC-1, as close to the equipment as possible. Reference: Section 408.4, IFGC 2012. |
| 02/09/2016 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | Demonstrate energy code compliance for the addition to the building envelope using calculations based on the current code (e.g. COMcheck envelope compliance). Reference: Sections C101.4.3, C101.5, and C103.2, International Energy Conservation Code 2012. |
| 02/09/2016 | ROBERT SHERRY | WATER | REVIEW | Completed | |
| 03/02/2016 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET G-101; CODE REVIEW: PLEASE INCLUDE THE 2009 ICC/ANSI A117.1 ACCESSIBILITY CODE. 2. SHEET G-101; CODE REVIEW: PLEASE INDICATE CALCULATIONS (STRUCTURAL) ARE INCLUDED IN THIS REVIEW. 3. SHEET G-101; CODE REVIEW: IT IS INDICATED THAT A SOILS REPORT IS INCLUDED IN THIS REVIEW. PLEASE PROVIDE ONE COPY FOR REVIEW. SHEET S1.1 INDICATES A PRESUMPTIVE SOILD BEARING VALUE WAS USED (NO REPORT). 4. SHEET G-101; CODE REVIEW: THIS PROJECT INCLUDES THE 1SF ADDITION ONLY (PLEASE REVISE THE OFFICE ADDITION TO 1025 SF). A CERTIFICATE OF OCCUPANCY WILL BE ISSUED ONLY FOR THAT PORTION OF THE TOTAL BUILDING (10 OCCUPANTS). 5. SHEET G-101; CODE REVIEW: ITEM 3 REFERENCES SECTION 1002 FOR ACTUAL GROSS FLOOR AREA. PLEASE REVISE THE SECTION NUMBER. 6. SHEET G-101; CODE REVIEW: ITEM 4 REFERENCES TABLE 1003.2.2.2 FOR OCCUPANT LOAD. PLEASE REVISE THE TABLE NUMBER. 7. SHEET G-101; CODE REVIEW: ITEM 10 INDICATES INCIDENTAL USE AREAS ARE SEPARATED PER TABLE 508.2. THIS CONTRADICTS ITEM 11 (NO SEPARATIONS). PLEASE CLARIFY AND REVISE THE REFERENCE. 8. SHEET G-101; CODE REVIEW: ITEM 12 REFERENCES SECTION 707 FOR SHAFTS. PLEASE REVISE THE SECTION NUMBER. 9. SHEET G-101; CODE REVIEW: ITEM 12 REFERENCES TABLE 704.8 FOR PROTECTED OPENINGS. PLEASE REVISE THE TABLE NUMBER. 10. SHEET G-101; CODE REVIEW: ITEM 12 REFERENCES SECTION 1005.3.6 FOR STAIRWAYS. PLEASE REVISE THE SECTION NUMBER. 11. SHEET G-101; CODE REVIEW: ITEM 13 INDICATES CORRIDOR REQUIRE A ONE HOUR FIRE RATING PER AN IBC SECTION AND TABLE. THESE REFERENCES ARE NOT FROM THE 2012 IBC. TABLE 1018.1 INDICATES NO FIRE RESISTANCE RATING IS REQUIRED FOR A SPRINKLERED BUSINESS OCCUPANCY. PLEASE REVISE. 12. SHEET G-101; CODE REVIEW: ITEM 14 REFERENCES TABLES 1004.2.1 AND 1005.2.1 FOR EXITS. PLEASE REVISE THE TABLE NUMBERS. 13. SHEET G-101; CODE REVIEW: ITEMS 15 AND 17 SHOULD BE REVISED FOR SECTION NUMBERS. 14. SHEET A-101 (FLOOR PLAN AND REFLECTED CEILING PLAN); SHEET A-301: THE EXTERIOR WALLS ON THE NORTHEAST AND NORTHWEST INDICATES SECTION C/A301. PLEASE REVISE THE SECTION REFERENCE. 15. SHEET A-101; FLOOR PLAN: THE EXTERIOR WALL TYPE WAS NOT FOUND ON THE DRAWINGS. PLEASE VERIFY. 16. SHEET A-102; PARTITIONS: ON PARTITION TYPE C, PLEASE INDICATE THE SIZE AND QUANTITY OF CONNECTORS FOR THE BRACING TO THE INTERIOR STUD WALL AND TO THE STRUCTURE ABOVE. 17. SHEET A-201; SECTIONS A AND B: SECTIONS A/A000 AND B/A000 ARE INDICATED AT THE ROOF. PLEASE REVISE THE SECTION REFERENCES. 18. SHEET S1.1; GENERAL STRUCTURAL NOTES (COLD FORMED STEEL FRAMING): IS THE WALL STUD SPACING INDICATED IN THESE NOTES? PLEASE PROVIDE. 19. SHEET S2.1 (SHEAR WALL SCHEDULE); STRUCTURAL CALCULATIONS (PAGE 9): NOTE 1 IN THE SCHEDULE INDICATES STUDS AT 24" O.C. MAXIMUM, AND THE CALCULATIONS INDICATE EXTERIOR WALL STUDS AT 16" O.C. PLEASE COORDINATE AND INDICATE IN THE SCHEDULE THE ACTUAL REQUIRED STUD SPACING. 20. SHEET S2.1; SECTIONS 102 AND 103: SECTION 103 SHOULD INDICATE THE STUD WALL AS BEYOND. PLEASE VERIFY. 21. SHEET S2.1; SECTIONS 102 AND 103: INDICATE NOTE 9 ON THE SECTIONS. 22. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 03/03/2016 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved |