| Date |
Text |
| 2023-07-03 16:27:26 | 1ST BUILDING REVIEW |
| | RESULTS: CORRECTIONS NEEDED |
| | |
| | CHRISTOPHER S. THROOP, CBO, BN, PX, CFM US-21-11935 |
| | PLANS EXAMINER II |
| | CITY OF WEST PALM BEACH |
| | (561) 805-6726 |
| | [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 |
| | NFPA 70 2017 EDITION NEC 2017 |
| | |
| | ADDRESS THE FOLLOWING COMMENTS AND RE-SUBMIT: |
| | |
| | 1.PROVIDE A COPY OF THE MOST RECENT BOUNDARY LINE |
| | SURVEY. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 2. PROVIDE A SITE DRAINAGE PLAN PER FBC R401.3 |
| | IT SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED BOUNDARY LINE SURVEY. |
| | FBC R401.3 SITE 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. |
| | |
| | 3. PROVIDE A SOILS REPORT. |
| | R401.4 SOIL TESTS. |
| | BASED ON THE OFFICIAL ZONING MAP REFERRED TO IN SECTION |
| | 53-2 OF CHAPTER 53 OF THE CITY CODE OF WEST PALM BEACH, |
| | FLORIDA, 1962, ADOPTED JUNE 15, 1964, YOUR PROPERTY, |
| | LOCATED AT 4121 WAVERLY DR., W.P.B., FL, IS LOCATED IN |
| | AN AREA OF QUESTIONABLE SOILS AND DOES REQUIRE |
| | INVESTIGATION BY A GEOTECHNICAL ENGINEER WITH ITS |
| | SUBSEQUENT SOILS REPORT AND DENSITY TESTING. |
| | |
| | 4. PROVIDE A COMPLETE RESIDENTIAL ENERGY SUBMITTAL (RE) |
| | R401.2COMPLIANCE. |
| | SECTION R405 AND THE PROVISIONS OF SECTIONS R401 |
| | THROUGH R404 LABELED MANDATORY. |
| | |
| | 5.PROVIDE LOCATION OF ATTIC ACCESS PER R807.1.7. |
| | R807.1.7 BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO |
| | ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES |
| | (762 MM) OR GREATER OVER AN AREA OF NOT LESS THAN 30 |
| | SQUARE FEET (2.8 M2). |
| | |
| | 6.ROOF VENTILATION |
| | R806.1VENTILATION REQUIRED. |
| | ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| | CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| | RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| | SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| | ENTRANCE OF RAIN OR SNOW. |
| | |
| | 7. R703.4FLASHING. |
| | APPROVED METAL FLASHING, VINYL FLASHING, SELF-ADHERED |
| | MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING |
| | SHALL BE APPLIED SHINGLE-FASHION OR IN ACCORDANCE WITH |
| | THE MANUFACTURER???S INSTRUCTIONS. METAL FLASHING SHALL |
| | BE CORROSION RESISTANT. FLUID-APPLIED MEMBRANES USED AS |
| | FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE |
| | MANUFACTURER'S INSTRUCTIONS. |
| | |
| | 8. PROVIDE A ROOF FRAMING PLAN. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 9.PROVIDE THE DESIGN PRESSURES FOR NEW ROOFING PER |
| | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| | R301.2.1.1WIND DESIGN REQUIRED. |
| | |
| | 10.PROVIDE A ROOF SHEATHING FASTENER SCHEDULE PER THE |
| | ENHANCED CALCULATED DESIGN PRESSURES OF ZONES 2 AND 3. |
| | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| | SCHEDULE FOR WOOD STRUCTURAL PANELS. |
| | |
| | 11. PROVIDE AN EXTERIOR WALL SECTION VIEW. |
| | 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. |
| | |
| | WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
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