| Plan Review Notes For Permit 21020184 |
| Permit Number |
21020184 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2021-02-22 16:20:26 | PLAN REVIEW / BUILDING | | | | | | CHRISTOPHER S. THROOP, C.B.O. | | | PLANS EXAMINER PX3169 / 1&2 FAMILY SFP306 | | | INSPECTOR BN4338 | | | BUILDING OFFICIAL BU1635 | | | CONSTRUCTION SERVICES DIVISION | | | TEL: 561-805-6726 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | CODES IN EFFECT: | | | 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST | | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | | CHAPTER 1 ADMINISTRATION | | | 2017 NEC | | | | | | 1ST REVIEW | | | | | | RESULTS: DENIED | | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | | | 1. STATE SIZE OF VERTICAL RE-INFORCING. | | | | | | 2. MASONRY SHALL BE GROUTED NOT LESS THAN 4 FT ON | | | CENTER. STATE PSI OF GROUT. | | | | | | 3. PROVIDE STRUCTURAL DETAIL OF CONTINOUS FOUNDATION. | | | WIDTH AND THICKNESS. | | | | | | 4. STATE PSI OF CONCRETE FOR FOOTING. | | | | | | 5. PROVIDE STRUCTURAL STEEL DETAIL FOR FOOTING. | | | | | | 6. ANY WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE | | | TREATED. | | | | | | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS | | | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH | | | 107.2.5. | | | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | | | | |
|
