Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T15CM01013
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/03/2015 | KEN BROUILLETTE | FIRE | REVIEW | Approved | |
| 03/25/2015 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET S-1; GENERAL STRUCTURAL NOTES (CODE): THE LAST NOTE INDICATES THE 2005 IEC WAS USED ON THIS PROJECT. ARE THERE ELECTRICAL ISSUES (THERE ARE NO ELECTRICAL SHEETS)? IF SO, INDICATE THE 2011 NEC. IF NO ELECTRICAL, REMOVE THIS NOTE. 2. SHEET S-1; GENERAL STRUCTURAL NOTES (FOUNDATIONS): PLEASE REFERENCE THE CODE SECTION ON THIS NOTE THAT ALLOWS THE PRESUMPTIVE LOAD-BEARING VALUE OF 1500 PSF AT 18" DEPTH. 3. SHEET S-1; SPECIAL INSPECTIONS: FIELD WELDING IS LISTED AS A SPECIAL INSPECTION ON THIS PROJECT. IS THIS FOR THE WELD INDICATED IN DETAIL 7/S-4? PLEASE VERIFY. 4. SHEET S-3; FOUNDATION PLAN: A NOTE INDICATES TO USE DETAIL 1 OR DETAIL 2 ON SHEET S-4 FOR AN ALTERNATIVE FOOTING DETAIL. DETAIL 1 IS LOCATED AT A COLUMN, AND DETAIL 2 IS LOCATED AT THE WALL BETWEEN COLUMNS. SHOULD THE NOTE REFERENCE DETAIL 1 OR DETAIL 12? PLEASE CLARIFY. 5. SHEET S-3 (FOUNDATION PLAN); SHEET S-4 (DETAIL 12): THE FOUNDATION PLAN AND DETAIL 12 INDICATE A 4X4X14 GA. COLUMN, BUT THERE IS NO 4X4X14 GA. SHOWN IN THE MEMBER IDENTIFIERS ON SHEET S-4 (ONLY 4X4X3/16 AND 4X4X16 GA.). PLEASE CLARIFY. 6. SHEET S-3; FRAMING PLAN: AT THE NORTH RAFTER 1, A DETAIL 3/S-4 IN REFERENCED AT THE PURLIN TO RAFTER CONNECTION. PLEASE REVISE THAT DETAIL REFERENCE. 7. SHEET S-3 (FRAMING PLAN); SHEET S-4: PLEASE INDICATE ON THE FRAMING PLAN THE LOCATION OF ALL THE DETAILS SHOWN ON SHEET S-4. 8. SHEET S-4; DETAILS 1 AND 2: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. PLEASE REVISE THE FOUNDATION DIMENSIONS. 9. SHEET S-4; DETAIL 2: SHOULD THE DEPTH FROM FINISH GRADE TO THE BOTTOM OF THE FOOTING BE 1'-6" TO MATCH DETAIL 1 AND TO MEET THE PRESUMPTIVE DEPTH REQUIREMENT? PLEASE CLARIFY. 10. SHEET S-4; DETAIL 1: PLEASE INDICATE THE FOOTING REINFORCEMENT SPACING, OR INDICATE A SPECIFIC QUANTITY OF BARS TO BE SPACED EQUALLY. 11. SHEET S-4; DETAIL 3: THE ½" ANCHOR BOLTS ARE CALLED OUT AT 24" O.C. AND TWO ARE SHOWN. DO THESE BOLTS CONNECT A CONTINUOUS MEMBER TO THE EXISTING WALL, OR ARE THEY LOCATED ONLY AT THE RAFTERS (THE DETAIL TITLE INDICATES PURLINS)? PLEASE CLARIFY. 12. SHEET S-4; DETAIL 4: WHERE IS THIS DETAIL CUT ON THE PLAN? PLEASE INDICATE. 13. SHEET S-4; DETAIL 5: WHERE ARE THE GIRTS SHOWN ON THE PLAN OR ELEVATIONS? PLEASE INDICATE. 14. SHEET S-4; DETAIL 7: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. PLEASE REVISE THE DIMENSIONS. 15. SHEET S-4; DETAIL 7: THE DETAIL INDICATES A SECOND VERTICAL MEMBER IN ADDITION TO THE COLUMN. WHAT IS THIS MEMBER, AND HOW IS IT WELDED TO THE COLUMN? PLEASE VERIFY. 16. SHEET S-4; DETAIL 8: WHERE IS THIS DETAIL CUT ON THE PLAN? PLEASE INDICATE. 17. STRUCTURAL CALCULATIONS: PLEASE PROVIDE A ROOF FRAMING KEY PLAN IN THE CALCULATIONS FOR IDENTIFICATION OF THE STRUCTURAL MEMBERS. 18. STRUCTURAL CALCULATIONS: PLEASE NUMBER THE CALCULATION SHEETS FOR EASE OF REFERENCE TO COMMENTS MADE BY THE CITY OF TUCSON. 19. STRUCTURAL CALCULATIONS; SHEET 9: COLUMN 1 INDICATES A STRUCTURAL TUBE 5X5X3/8. WHERE IS THIS SECTION USED? PLEASE CLARIFY. 20. STRUCTURAL CALCULATIONS; SHEET 10: A CHANNEL 8X2 1/2X14 GA. IS INDICATED HERE. WHERE IS THIS SECTION USED? PLEASE CLARIFY. 21. STRUCTURAL CALCULATIONS; SHEETS 11 THROUGH 13: ARE THESE THE DESIGN CALCULATIONS FOR THE CHANNEL INDICATED ON SHEET 10? PLEASE CLARIFY. 22. STRUCTURAL CALCULATIONS; SHEET 14: WHERE ARE THE DESIGN CALCULATIONS FOR THIS SECTION? THE PROPERTIES ARE LISTED ON SHEET 14, BUT NO CALCULATIONS WERE LOCATED. PLEASE CLARIFY. 23. STRUCTURAL CALCULATIONS; SHEETS 15 THROUGH 23: THE CALCULATION TITLE INDICATES A 24 FOOT TALL BEAM COLUMN. WHERE IS THIS SECTION SIZE INDICATED, AND WHERE IS THESE A 24' TALL BEAM-COLUMN LOCATED ON THIS PROJECT. PLEASE CLARIFY. 24. STRUCTURAL CALCULATIONS: WHERE IS THE LATERAL ANALYSIS FOR THIS STRUCTURE? PLEASE PROVIDE, ALONG WITH DETAILS FOR LATERAL BRACING, DIAPHRAGM CONNECTIONS, ETC. 25. STRUCTURAL CALCULATIONS: PLEASE PROVIDE TWO SETS OF STRUCTURAL CALCULATIONS. 26. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/26/2015 | FERNE RODRIGUEZ | OUT TO CUSTOMER | Completed |