| Date |
Text |
| 2021-04-08 10:56:06 | 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 SITE DRAINAGE PLAN. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. |
| | LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 |
| | INCHES WITHIN THE FIRST 10 FEET. |
| | |
| | 2. PROVIDE DESIGN PRESSURES OF WINDOW AND DOOR |
| | OPENINGS. |
| | FBC 107.3.5.3 PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
| | |
| | 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). |
| | |
| | NOTE: YOU MAY PROVIDE A SCHEDULE OF OPENINGS OR PLACE |
| | THE DESIGN PRESSURES NEXT TO EACH OPENING ON YOUR PLAN. |
| | |
| | 3. PROVIDE PRODUCT APPROVALS FOR PROPOSED FRENCH DOORS. |
| | FBC 107.3.4 PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | |
| | 4. PROVIDE ROOF SHEATHING FASTENER SCHEDULE. PLAN PAGE |
| | S-2 REFERS TO DIAPHRAHM SCHEDULE. SCHEDULE MISSING FROM |
| | SUBMITTAL. |
| | 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 |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
| | |
| | |
