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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T14CM08056
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 12/12/2014 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET S1.2 (SECTION B); STRUCTURAL CALCULATIONS: THE CALCULATIONS INDICATE THE ROOF BEAM HAS A CANTILEVER LENGTH OF 16'-1", WHILE THE SECTION B INDICATES 19'-3 1/2". CLARIFY AND REVISE THE DESIGN AS REQUIRED. 2. SHEET S1.6; DETAILS 2 AND 3: REVISE THE DETAIL REFERENCE NUMBERS FOR THE SUPER PURLIN. 3. SHEET S1.6; DETAILS 2, 3, AND 9: ADD A REFERENCE TO DETAIL 10/S1.6 FOR THE SUPER PURLIN IN EACH OF THESE DETAILS. 4. SHEET S1.6; DETAIL 9: THE VERBIAGE FOR THE 6X4X10 GA. STEEL CLIP ANGLE IS NOT POINTED TO THE CORRECT MEMBER (POINTS TO PURLIN). REVISE. 5. SHEET S1.6; DETAIL 1: REVISE THE DEPTH INDICATED IN THE CAISSON NOTE. 6. SHEET S1.6; DETAIL 7: REVISE THE DETAIL REFERENCE NUMBER FOR THE PLATES. 7. SHEEET S1.6; DETAIL 8: REVISE THE DETAIL REFERENCE NUMBERS FOR THE WELD PLATES. 8. SHEET S1.7 (STRUCTURAL NOTES-FOUNDATIONS); STRUCTURAL CALCULATIONS (SOILS SPECIFICATIONS); INTERNATIONAL BUILDING CODE (TABLE 1806.2): THE CALCULATIONS INDICATE AN ALLOWABLE LATERAL BEARING PRESSURE OF 240 PSF/FOOT OF PIER DEPTH WAS USED IN THE FOUNDATION DESIGN. NO MENTION WAS MADE OF THE ALLOWABLE LATERAL BEARING PRESSURE USED IN THE STRUCTURAL NOTES. THE IBC TABLE INDICATES A DIFFERENT ALLOWABLE LATERAL BEARING PRESSURE TO BE USED IN THE FOUNDATION DESIGN. CLARIFY, AND ADD VERBIAGE TO THE STRUCTURAL NOTES ON SHEET S1.7. REVISE THE FOUNDATION DESIGN AS REQUIRED. 9. SHEET S1.7; STRUCTURAL NOTES (DESIGN CRITERIA): VERIFY THE DESIGN USING THE LISTED BASIC WIND SPEED MEETS THE CITY OF TUCSON AMENDMENT OF ADDING SECTION 1609.5.1.1. THIS AMENDMENT REQUIRES USING A 115 MPH WIND DESIGN VALUE IN TABLE 2308.10.1 FOR UPLIFT RESISTANCE TO MINIMIZE MICROBURST EFFECTS. 10. STRUCTURAL CALCULATIONS: CARPORT W FOUNDATION DESIGN USES 250 PSF/FOOT FOR THE ALLOWABLE LATERAL BEARING PRESSURE. REVISE THE DESIGN AS REQUIRED (A GREATER FOUNDATION DEPTH WAS REQUIRED PER THE CALCULATION). 11. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 12/19/2014 | KEN VAN KARSEN | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | T14CM08056 PLAN REVIEW COMMENTS Plan review for the above referenced structure has been completed. This letter reflects comments to be addressed. In order to facilitate a shorter back check time, we request that you please provide revised plans and calculations, highlighting any changes, along with a written response to each of the noted items indicating action taken. SCOPE OF REVIEW: The scope of this plan review covers architectural, plumbing, mechanical, energy conservation and electrical. All code references are to the 2012 International Residential Code, 2012 International Fire Code, 2011 National Electrical Code and Arizona Revised Statutes. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. GENERAL NOTES: " Show the location of the 480V-600A service on sheet S1. Notate the service location for each group of inverters accounting for all 23 inverters. " Clarify the One and Three Line Diagrams sheet E3 and E4 showing inverters 12 - 23. If you have any questions please contact: Ken Van Karsen (520) 837-4912 City of Tucson Residential Plan Review |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/30/2014 | KROBLES1 | OUT TO CUSTOMER | Completed |