| Date |
Text |
| 2021-04-08 12:46:25 | 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. PROVIDE A COPY OF YOUR SURVEY. |
| | |
| | 2. PROVIDE A SITE PLAN. |
| | 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED |
| | WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| | A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| | NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE |
| | SITE,... AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN |
| | ACCURATE AND INCLUDED BOUNDARY LINE SURVEY. |
| | |
| | 3. PROVIDE DESIGN WIND PRESSURES. |
| | R301.2.1 WIND DESIGN CRITERIA. |
| | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN |
| | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING |
| | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED |
| | FROM FIGURE R301.2(4). |
| | |
| | 4. PROVIDE A ROOF SHEATHING FASTENER SCHEDULE. |
| | |
| | TABLE R301.2(2) |
| | COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN |
| | ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) |
| | (PSF)A, B, C, D, E, F |
| | |
| | TABLE R301.2(3) |
| | HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE |
| | R301.2(2) |
| | |
| | FIGURE R301.2(7) |
| | COMPONENT AND CLADDING PRESSURE ZONES |
| | |
| | NOTICE: ROOFING PERMIT REQUIRED. SEE ROOFING REVIEW |
| | COMMENTS. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
