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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL TI
Permit Number - T02CM05339
Review Name: COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/06/2003 | JIM EGAN | FIRE | REVIEW | Approved | |
| 01/06/2003 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 11/19/2002 | PATRICIA GEHLEN | ZONING | REVIEW | Approved | |
| 11/19/2002 | DOUG WILLIAMS | FLOODPLAIN | REVIEW | Approved | |
| 11/20/2002 | BOB SUBA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 12/27/2002 | DOUG LAAKSO | BUILDING-COMMERCIAL | REVIEW | Denied | ... T02CM05339 ... 6401 E. 22ND ST .... DGL ... 12/27/02 ... 1. PROVIDE DESIGN AND DRAWINGS BY ARIZONA REGISTERED ARCHITECT. .............................................. 2. PROVIDE COMPLETED COMMERCIAL PLAN REVIEW SUBMITTAL CHECKLIST, ATTACHED. ............................... 3. PROVIDE COMPLETED CODE REVIEW CHECKLIST, ATTACHED. .................................................................... 4. SEPARATE PERMIT REQUIRED FOR STORAGE RACKS OVER 8 FEET HIGH REQUIRE A BUILDING PERMIT. .......... 5. SHOW LOCATION OF PREMISES IDENTIFICATION ON DRAWING #1 ( SITE PLAN ) PER IBC SEC 501.2. ................ 6. CLARIFY DESIGN FOR SEPARATED OR NON-SEPARATED USES PER IBC CHAPTER 3, SEC 301 & 302. ................................................................................ 7. WHERE FIRE-RATED CONSTRUCTION IS REQUIRED BY DESIGN, FULLY DETAIL FIRE-RATED CONSTRUCTION ON DRAWINGS; PROVIDE COPY OF LISTING ON DRAWINGS, REF DWG #3,PER IBC CHAP 7. ......................................... 8. CLARIFY PENETRATION FIRE-RATINGS, AT RATED CONSTRUCTION, PER CHAP 7 OF IBC, PROVIDE LISTINGS AND DETAILS ON DRAWINGS. .......................................... 9. CLARIFY NOTE #3 UNDER FOUNDATION NOTES ON DRAWING #2 IS THIS A "HOUSE" OR AN "OFFICE" ? "IRC" NOT APPLICABLE TO COMMERCIAL OFFICE WHICH REQUIRES "IBC" CODE CONFORMANCE, ALSO REVISE NOTE #8, GENERAL NOTES, DWG #3, NOTES #3 & #4. ..... 10. PROVIDE INFILL DETAILS REF DWG #3. ...................... 11. SHOW CONFORMANCE WITH ELEVATION CHANGE REQUIREMENTS OF IBC CHAP 10, REF DWG #1,#2 . .... 12. SHOW LANDINGS AT DOORS COMPLY WITH IBC CHAP 10. .................................................................................. 13. SHOW HOW DOOR HARDWARE COMPLIES WITH IBC CHAP 10. ......................................................................... 14. INDICATE ON DRAWING #1, WHAT WILL BE STORED IN THIS ADDITION TO THE BUILDING? ........................... 15. PROVIDE ACCESSIBILE ENTRANCES PER IBC SEC 1105. .............................................................................. 16. PROVIDE ACCESSIBILE ROUTE PER IBC SEC 1104. ..... 17. PROVIDE PARKING AND PASSENGER LOADING FACILITIES PER IBC SEC 1106. ........................................ 18. INDICATE ROOF CLASSIFICATION ON DRAWING #4 ( MINIMUM 'C' PER IBC TABLE #1505.1 ). .......................... 19. PROVIDE CROSS-SECTION THROUGH INTERIOR PARTITION. SHOW CONNECTIONS AND MATERIALS OF CONSTRUCTION, SHOW FASENERS ( TYPE, SIZE, SPACING/NUMBER ) FOR CONNECTIONS TO STRUCTURE ABOVCE AND BELOW. ...................................................... 20.DETAIL FLASHING AND SHOW CONFORMANCE PER IBC SEC 1405 & 1503. ............................................................. 21. PROVIDE JOINT DETAILS BETWEEN EXISTING AND NEW CONSTRUCTION , FOUNDATION AND MASONRY. ...... 22. SHOW BY STRUCTURAL DESIGN AND CALCULATIONS THAT ADDITIONS AND ALTERATIONS COMPLY WITH IBC SEC 34 AND 3402. ............................................................ 23. SHOW COMPLIANCE TO IBC SEC 3408 FOR ACCESSIBILITY FOR EXISTING BUILDINGS. ...................... 24. PROVIDE COMPLETE SET OF STRUCTURAL CALCULATIONS INCLUDING LATERAL ANALYSIS, AS THIS IS A COMMERCIAL BUILDING DESIGN TO IBC. ................... 25. PROVIDE CONSTRUCTION DOCUMENTS COMPLYING WITH IBC SEC 1603. ........................................................ 26. PROVIDE CALCULATIONS AND DETAILS FOR ANCHORAGE PER IBC SEC 1604.8. ................................... 27. ADDRESS STRUCTURAL SAFETY PER IBC SEC 1604.6. 28. CLARIFY AND ADDRESS DEAD LOADS PER IBC 1606 IN DESIGN, ie: UNIT ON ROOF. ............................................. 29. ADDRESS EARTHQUAKE LOADS PER IBC CHAP 1614, 1615, 1616, 1617, 1618, 1619, 1620 & 1621. ....................... 30. PROVIDE INSPECTION PROGRAM PER U.A.C. SEC 302.5, 1994 FOR SPECIAL INSPECTIONS LISTED. .............. 31. SPECIAL INSPECTION REQUIRED : ............................. ............. 1. STRUCTURAL MASONRY ............................... ............. 2. EPOXY ANCHORS .......................................... ............. 3. EXPANSION ANCHORS .................................. 32. ADDRESS FOUNDATIONS IN STRUCTURAL CALCULATIONS PER IBC CHAPTER 18, INCLUDING CONNECTIONS TO EXISTING. ........................................... 33. SPECIFY GRADE OF REINFORCING STEEL ON DRAWINGS PER IBC SEC 19 & 21, AND DETAIL SPLICES, LOCATION, SUPPORT,etc.. ............................................... 34. CLARIFY ANCHOR BOLT EMBEDMENT IN MASONRY PER IBC SEC 2108.6,DETAIL ON DRAWINGS. .................... 35. STRUCTURAL DESIGN TO SHOW CONFORMANCE WITH IBC SEC 2108.9 FOR REINFORCED MASONRY. ......... 36. PROVIDE MASONRY DESIGN PER IBC SEC 2106, SEISMIC DESIGN CATAGORY D, SEC 2106.5, REINFORCING PER SEC 2106.5.2. .................................... 37. TWO SETS OF APPROVED TRUSS SHOP DRAWINGS TO BE SUBMITTED FOR REVIEW AND APPROVAL BY CITY PRIOR TO ERECTION ( SEE STAMP ON DRAWINGS ). ........ 38. COORDINATE STRUCTURAL CALCULATIONS AND DRAWINGS ( PLANS, SECTIONS & DETAILS ). ................... 39. PROVIDE STRUCTURAL CALCULATIONS FOR OVERFRAMING, INCLUDING CHECK OF EXISTING AND CONNECTIONS, IBC SEC 2308. ......................................... 40. CALLOUT HANGERS ON DRAWINGS FOR WOOD JOISTS AND BLOCKING. .................................................. 41. DESIGN WOOD DIAPHRAGMS PER IBC SEC 2305. ....... 42. DETAIL FRAMING AROUND ROOF OPENINGSON DRAWINGS, PER IBC SEC 2308. ....................................... 43. DESIGN CRIPPLE WALL PER IBC SEC 2308. ............... 44. SHOW CALCULATION FOR SIZING TJI'S. ..................... |
| 12/30/2002 | MARTIN HAEBERLE | PLUMBING-COMMERCIAL | REVIEW | Passed | |
| 12/30/2002 | MARTIN HAEBERLE | WATER | REVIEW | Passed | |
| 12/30/2002 | MARTIN HAEBERLE | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Remove references to the IRC from the plans. The International Residential Code is not to be used on commercial buildings. 2. Provide Model Energy Calculations for proposed addition. Note area is to be conditioned space. Reference section 101.4 IECC 98 edition. 3. Provide size and method outside air is to be provided. Reference section 403.2 IMC 2000. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 01/09/2003 | ELAINE ROSE | OUT TO CUSTOMER | Completed |