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Permit Review Detail

Permit Number: T14CM06419
Parcel: 13334121A

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T14CM06419
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/01/2014 MARTIN BROWN FIRE REVIEW Approved
10/02/2014 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEETS S-3, S-6, AND S-7; FRAMING PLAN (KEYNOTES): IS THE NOTE 1 REFERENCE ON THE PLAN IN THE CORRECT LOCATION? VERIFY.
2. SHEET S-3; FRAMING PLAN (KEYNOTES): NOTE 1 REFERENCES SHEET S-14 FOR A METAL BUILDING COLUMN AT A DOOR FRAME. REVISE THE SHEET REFERENCE.
3. SHEETS S-3, S-6, AND S-7; FRAMING PLAN (KEYNOTES): NOTE 2 REFERENCES SHEETS S-14 AND S-15 FOR THE ROOF 'ZEE' PURLINS. INDICATE SPECIFIC DETAILS/REFERENCES IN THIS NOTE.
4. SHEET S-3; FRAMING PLAN (KEYNOTES): NOTE 3 REFERENCES SHEETS S-14 AND S-15 FOR THE 'CEE' COLUMN. INDICATE SPECIFIC DETAILS/REFERENCES IN THIS NOTE.
5. SHEETS S-3, S-6, S-7, S-12, S-13, S-14, S-15, AND S-16: THE ENGINEER OF RECORD MUST INDICATE ON HIS SEAL THE DATE HE STAMPED THE DRAWINGS. HE MUST ALSO INDICATE ON THE DRAWING WHEN HIS P.E. LICENSE EXPIRES.
6. SHEETS S-3A, S-6A, AND S-7A; TYPICAL SLAB EDGE DETAIL 1: THIS DETAIL DOES NOT MATCH DETAILS 6/S-15 AND 6A/S-15 (STANDARD FOOTING DETAILS). THE 12" DEPTH BELOW GRADE (PER 6/S-15 AND 6A/S-I5) IS CORRECT. COORDINATE.
7. SHEETS S-3A, S-6A, AND S-7A; TYPICAL SLAB EDGE DETAIL 2: THIS DETAIL DOES NOT MATCH DETAILS 6/S-15 AND 6A/S-15 (STANDARD FOOTING DETAILS). THE 12" DEPTH BELOW GRADE (PER 6/S-15 AND 6A/S-15) IS CORRECT. COORDINATE.
8. SHEETS S-3A, S-6A, AND S-7A; BOXED NOTE: THE NOTE REFERENCES THE IBC SECTION 1008.1.4 FOR HANDICAP ACCESSIBLE EXTERIOR LANDINGS. REVISE THE SECTION REFERENCE.
9. SHEETS S-3A, S-6A, AND S-7A; BOXED NOTE: THE NOTE REFERENCES HANDICAP ACCESSIBLE UNITS. INDICATE ON SHEET SG-2 WHICH UNITS ARE ACCESSIBLE.
10. SHEETS S-3A, S-6A, AND S-7A; FOUNDATION NOTES: REVISE NOTE 1 MAXIMUM ALLOWABLE SOIL BEARING CAPACITY TO 1000 PSF MAXIMUM FOR FOUNDATIONS WITH THE BOTTOM AT 12" BELOW GRADE, OR 1500 PSF MAXIMUM FOR FOUNDATIONS WITH BOTTOM AT 18" BELOW GRADE.
11. SHEET S-3A; C.M.U. FOOTING DETAIL 3 (NOTES): NOTE 5 INDICATES SOIL PRESSURE IS 1000 P.S.I. REVISE TO PSF.
12. SHEETS S-6 AND S-7; FRAMING PLAN (KEYNOTES): NOTE 3 REFERENCES SHEETS S-14 AND S-15 FOR THE 'CEE' STUDS. INDICATE SPECIFIC DETAILS/REFERENCES IN THIS NOTE.
13. SHEET S-12; BOXED NOTE: THE NOTE REFERENCES DETAIL B/S-16. REVISE THE NOTE OR ADD THE DETAIL.
14. SHEET S-13; SECTION PROPERTIES: THE 'ZEE', 'CEE', AND CHANNEL SECTION HEADER IN THE TABLES INDICATES DXB1XB2, WHILE THE SECTION DETAILS INDICATE S, S1, AND S2 FOR THE DIMENSIONS. COORDINATE.
15. SHEET S-13; DESIGN CRITERIA: REFERENCE IS MADE TO THE IBC SECTION 1603.2 FOR ALLOWABLE ADDITIONAL LOADS. REVISE THE REFERENCE.
16. SHEET S-15; DETAIL 1: IS THERE A ROOF PURLIN THAT IS NOT SHOWN IN THIS DETAIL? VERIFY.
17. SHEET S-15; DETAIL 8: NOTE 5 INDICATES SOIL PRESSURE IS 1000 P.S.I. REVISE TO PSF.
18. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
10/03/2014 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Passed
10/03/2014 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Passed
10/03/2014 ROBERT SHERRY WATER REVIEW Completed
10/06/2014 ERIC NEWCOMB COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Approved
10/08/2014 LEERAY HANLY ELECTRICAL-COMMERCIAL REVIEW Passed
10/08/2014 CPIERCE1 LANDFILL REVIEW Passed PER MICHAEL HENRICH
10/16/2014 JASON GREEN ENGINEERING REVIEW Approved
10/20/2014 STEVE SHIELDS ZONING REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
11/21/2014 CPIERCE1 OUT TO CUSTOMER Completed
11/21/2014 CPIERCE1 REJECT SHELF Completed