Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T10CM03284
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/01/2011 | ERIC NEWCOMB | BUILDING-RESIDENTIAL | REVIEW | Denied | 1. SHEET A-4; FOUNDATION PLAN: A DETAIL CUT 5/A-8 AT THE STAIR IS NOT CORRECT (NO DETAIL 5 ON SHEET A-8). REVISE. 2. SHEET A-4 (FOUNDATION PLAN); STRUCTURAL CALCULATIONS: THE CALCULATIONS FOR THE EAST AND WEST WALL FOOTINGS INDICATE "BY INSPECTION". PROVIDE THE CALCULATIONS. 3. SHEET A-5 (FRAMING PLAN); STRUCTURAL CALCULATIONS: IN THE CALCULATIONS, LINTEL LT5 INDICATES W18X40 WITH 3/4" CAMBER, WHILE ON THE DRAWING (LINTEL SCHEDULE), NO CAMBER IS INDICATED. CLARIFY. 4. SHEET A-5 (FRAMING PLAN); STRUCTURAL CALCULATIONS: THE CALCULATIONS FOR LINTEL LT4 INDICATE "BY INSPECTION USE W14X53 STEEL BEAM". PROVIDE THE CALCULATIONS. 5. SHEET A-5 (FRAMING PLAN); STRUCTURAL CALCULATIONS: THE COMPUTER CALCULATION FOR THE W18X40 GARAGE DOOR LINTEL NEEDS TO BE REVIEWED. IT APPEARS THE DISTRIBUTED LOADS USED IN THE DESIGN INDICATE A 20 LB/FT DESIGN DL AND A 100 LB/FT DESIGN LL. REVIEW THESE LOADS AND VERIFY THEY ARE CORRECT. 6. SHEET A-5 (FRAMING PLAN); STRUCTURAL CALCULATIONS: THE COMPUTER CALCULATION FOR THE TS6X3X 5/16 PORCH EDGE BEAM NEEDS TO BE REVIEWED. IS A DEFLECTION OF 2.127" ACCEPTABLE? DOES THE 146.7:1 RATIO MEET THE REQUIREMENTS OF THE IRC SECTION R301.7? VERIFY. 7. SHEET A-5 (FRAMING PLAN); STRUCTURAL CALCULATIONS: THE CALCULATIONS INDICATE THE INTERMEDIATE BEAMS AT THE PORCH ARE 4X3X 5/16 TS, WHILE THE PLAN INDICATES 2-4X3X 5/16 HSS. ARE TWO REQUIRED? VERIFY. 8. SHEET A-5; FRAMING PLAN: A DETAIL CUT 1/A-8 AT THE SOUTH WALL IS NOT CORRECT. VERIFY. 9. SHEET A-5; FRAMING PLAN: A DETAIL CUT 2/A-8 AT THE SOUTH END OF THE STAIR IS NOT CORRECT. VERIFY. 10. SHEET A-5 (ICF REINFORCING NOTES); STRUCTURAL CALCULATIONS (LATERAL ANALYSIS): THE PLAN NOTE INDICATES 13" ICF WALL WITH #4 AT 24" O.C. VERTICAL, WHILE THE CALCULATIONS INDICATE 12" ICF WITH #4 AT 15" O.C. VERTICAL. COORDINATE. 11. SHEET A-6; DETAILS 1 AND 9: PROVIDE A NOTE FOR THE DEPTH OF THE THICKENED SLAB. 12. SHEET A-7; DETAILS 1 AND 2: ADD A REFERENCE NOTE ON THESE DETAILS FOR THE NOTE ON A-5 CONCERNING THE EMBEDMENT PLATE SPACING. 13. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/15/2011 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 09/15/2011 | SUE REEVES | REJECT SHELF | Completed |