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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T11CM01630
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/31/2011 | DAVE MANN | FIRE | REVIEW | Denied | Fire Comments: Sheets G1.4 and A8.0. Doors 110, 103, 100 etc. from rooms used for over 50 occupants for educational puroses are required to have panic hardware. See IFC 1008.1.9. |
| 06/08/2011 | LOREN MAKUS | ENGINEERING | REVIEW | Approved | |
| 06/13/2011 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET g1.0; INDEX: SHEET x1.3 IS NOT LISTED IN THE INDEX. VERIFY. 2. SHEET g1.3; PLUMBING FIXTURES TABLE: REVISE THE IBC REFERENCE FROM TABLE 2902.10. 3. SHEET g1.3 (PLUMBING FIXTURES TABLE); SHEET g1.4 (CODE ANALYSIS): THE OCCUPANCY LOAD ON SHEET g1.3 IS LISTED AS 691 OCCUPANTS, WHILE THE OCCUPANCY LOAD ON SHEET g1.4 IS LISTED AS 890 OCCUPANTS. CLARIFY AND REVISE THE PLUMBING FIXTURE COUNTS AS REQUIRED. 4. SHEET g1.4; EXIT WIDTH REQUIREMENT NOTE: REVISE THE FLOOR PLAN REFERENCE g1.3 FOR THE NUMBER OF OCCUPANTS EXITING. 5. SHEET g1.4; PLAN: PROVIDE A ROOM IDENTIFICATION NAME AND NUMBER AT THE SINGLE RESTROOM. 6. SHEET g1.5; PLAN: THE BOTTLED WATER DISPENSER MUST BE DIRECTLY CONNECTED TO THE WATER LINE. VERIFY. 7. SHEET s1.0; INDEX: REMOVE SHEET s3.2 FROM THE INDEX AND RENAME SHEET s3.1 TO ROOF FRAMING PLAN. 8. SHEET s1.0; INDEX: REMOVE SHEET s5.2 FROM THE INDEX. 9. SHEET s1.1; GENERAL STRUCTURAL NOTES: IS THERE MASONRY ON THIS PROJECT? REMOVE IF NOT REQUIRED. 10. SHEET s1.5: ARE THESE DETAILS PERTINENT TO THIS PROJECT? REMOVE IF NOT REQUIRED. 11. SHEET s2.0 (PLAN); SHEET s4.0 (DETAIL 111): THE DETAIL 111 CUT ON GRID A OF THE PLAN DOES NOT CORRECTLY SHOW THE CONDITION WITH THE EXTERIOR FOUNDATION. REVISE. 12. SHEET s2.0 (PLAN); STRUCTURAL CALCULATIONS (SHEET 130): CHECK THE COLUMN AT GRIDS B AND 2. THE CALCULATIONS INDICATE W16X100, WHILE THE PLAN INDICATES HSS8X8X 1/2. 13. SHEET s3.0 (PLAN); STRUCTURAL CALCULATIONS (SHEET 79): CHECK THE DESIGN OF DB9. THE SIZE LISTED ON THE PLAN IS MUCH LARGER THAN INDICATED IN THE CALCULATIONS. REFER THIS TO THE FRAME DESIGN. 14. SHEET s3.0 (PLAN); STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR BEAM DB10. VERIFY. 15. SHEET s3.0 (PLAN); STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR BEAM DB18. VERIFY. 16. SHEETS s3.0 AND s3.1 (PLAN); STRUCTURAL CALCULATIONS (SHEET 129): THE CALCULATIONS AND PLAN APPEAR TO HAVE THE ROOF BEAM AND FLOOR BEAM REVERSED. VERIFY. 17. SHEET s3.1 (PLAN); STRUCTURAL CALCULATIONS (SHEET 24): CHECK DB9 (TWO LOCATIONS) AND VERIFY THE BEAM SIZE. 18. SHEET s3.1 (PLAN); STRUCTURAL CALCULATIONS (SHEETS 42 AND 43): THE KEY PLAN BEAMS DB17 AND DB18 DO NOT MATCH THE CALCULATIONS. VERIFY. 19. SHEET s3.1 (PLAN); STRUCTURAL CALCULATIONS (SHEET 5): DB19 IS NOT INDICATED ON THE CALCULATION KEY PLAN. PROVIDE. 20. SHEET s3.1 (PLAN); SHEET s5.1 (DETAIL 235): THE DETAIL DOES NOT INDICATE THE STEEL COLUMN LOCATED AT GRIDS 6.2 AND C.3. REVISE. 21. SHEET s4.0: THERE ARE TWO DETAIL 102 CALL-OUTS. REVISE. 22. STRUCTURAL CALCULATIONS; KEY PLANS (SHEETS 5 AND 55): INDICATE ON THE KEY PLANS WHERE THE FRAMES ARE LOCATED. DO NOT INDICATE A DB DESIGN AT THOSE LOCATIONS. 23. GENERAL: CHECK THE FRAME SIZES INDICATED IN THE CALCULATIONS AND COMPARE TO THE PLANS. VERIFY THE BEAMS, COLUMNS, AND FOOTINGS ARE COORDINATED. 24. STRUCTURAL CALCULATIONS; SHEET 270: ARE ALL OF THE FOOTINGS FOR THE FRAME DESIGNS PROVIDED IN THE CALCULATIONS? CLARIFY. 25. SHEET x1.2; KEYNOTES (NOTE 5.5): REVISE THE DETAIL REFERENCES FOR THE DOWNSPOUT AND THE SCUPPER. 26. SHEET x1.3; DETAIL 5: REVISE THE DETAIL REFERENCE FOR THE SCOUR PAD. 27. SHEET a4.0; KEYNOTE 7.4: REVISE THE DETAIL REFERENCE FOR THE DOWNSPOUT. 28. SHEETS a5.0/a6.0/a6.1 (KEYNOTE 3.4); SHEET s2.0 (FOUNDATION PLAN NOTE 2): THE ARCHITECTURAL NOTE INDICATES THE CONCRETE BUILDING SLAB IS 5" THICK, WHILE THE STRUCTURAL NOTE INDICATES 4". CLARIFY. 29. SHEET a7.2; ELEVATIONS 12 AND 13: PROVIDE THE HEIGHT OF THE COUNTER FOR THE ACCESSIBLE SINK PER THE IBC SECTION 1109.3. 30. SHEET a7.3; ELEVATION 2: PROVIDE THE HEIGHT OF THE COUNTER FOR THE ACCESSIBLE SINK PER THE IBC SECTION 1109.3. 31. GENERAL: ALL DEFERRED SUBMITTALS MUST BE APPROVED IN WRITING BY RON BOOSE OR LEERAY HANLY BEFORE THOSE SUBMITTALS WILL BE REVIEWED. 32. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 06/20/2011 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 06/20/2011 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 06/22/2011 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide a cleanout at the base of each waste stack. Reference: Section 708.3.4, IPC 2006. 2. Show the traps for the lab sinks on the riser diagrams. Reference: Section 1002.1, IPC 2006. 3. Revise the pipe sizes for the combination drain and vent systems shown in the second floor lab (west, detail 4/P2.0); horizontal branches shall be sized per Table 912.3, IPC 2006. 4. The revisions to the drainage of the existing roof on sheet P1.0 indicate the maximum roof areas that can be handled by the new rainwater leaders but no information indicates what are the actual roof areas being drained. Provide the areas of the existing roof being drained. Reference: Sections 106.3.1 and 1106.1, IPC 2006. 5. Provide secondary drainage for the existing roof. Reference: Section 1107.1, IPC 2006. 6. Clarify scupper details 1/A9.2 and 2/A9.2 with regard to the size of the downspouts ('Wx6"x1/8" steel tube downspout', where W = 6", 12", or 18") and with regard to the capacity of the 8"x6" overflow hole in the collector box. Reference: Sections 106.3.1 and 1107.3, IPC 2006. 7. Verify the total gas demand for the new gas meter. Reference: Section 402.2, IFGC 2006. 8. Notes located on sheets M1.0 and M1.1 cover termination of the vents for the water heaters but it is unclear where the terminations are to be located on the building wall. Show the route and termination points for the water heater vents. Reference: Sections 106.3.1 and 503.6.9.3, IFGC 2006. |
| 06/24/2011 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 06/27/2011 | GERRY KOZIOL | WWM | REVIEW | Denied | NEED DEQ REVIEW & APPROVAL OF RELOCATION OF EXSISTING ON-SITE PRIVATE SEWER WITH MANHOLES- DAVE AMASH- 243-7400 NEED COPY OF ON-SITE PRIVATE SEWER FOR BASE MAP UPDATE NEED CAPACITY REVIEW OF LOCATION/METHOD OF CONNECTION TO PUBLIC SEWER- PCRWRD/ 3RD FLOOR- CHAD- 740-6547 NEED WW/IWC REVIEW OF NEUTRALIZATION BASIN FOR LAB SINKS- TOM TOMCHAK- 443-6200 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 07/21/2011 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |