| Date |
Text |
| 2022-04-30 12:18:37 | PLAN REVIEW BUILDING |
| | |
| | CHRISTOPHER S. THROOP, C.B.O., CFM |
| | PLANS EXAMINER II PX3169/SFP306 |
| | BU1635 BN4338 |
| | ASFPM CFM US-21-11935 |
| | 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 |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1.PROVIDE A SOILS REPORT. |
| | R401.4 SOIL TESTS. |
| | WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL |
| | SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, |
| | SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE |
| | LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL |
| | DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE |
| | THE SOIL?S CHARACTERISTICS AT A PARTICULAR LOCATION. |
| | THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN |
| | APPROVED METHOD. |
| | 1803.2 INVESTIGATIONS REQUIRED. |
| | GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN |
| | ACCORDANCE WITH SECTIONS 1803.3 THROUGH 1803.5. |
| | WHERE REQUIRED BY THE BUILDING OFFICIAL OR WHERE |
| | GEOTECHNICAL INVESTIGATIONS INVOLVE IN-SITU TESTING, |
| | LABORATORY TESTING OR ENGINEERING CALCULATIONS, SUCH |
| | INVESTIGATIONS SHALL BE CONDUCTED BY A REGISTERED |
| | DESIGN PROFESSIONAL. |
| | ZONING MAP - SOILS |
| | |
| | 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. |
| | THIS ONLY RELIEVES YOU FROM THE STATUTORY REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE. THERE MAY BE OTHER |
| | ENTITIES, SUCH AS YOUR DESIGN PROFESSIONAL OR YOUR |
| | LENDING INSTITUTION THAT MAY REQUIRE THE ABOVE |
| | MENTIONED INVESTIGATION. |
| | |
| | 2. PROVIDE THE FINISH FLOOR ELEVATION ? NON-FLOOD ZONE |
| | R403.1.7.3 FOUNDATION ELEVATION. |
| | ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION |
| | SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER |
| | AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED |
| | DRAINAGE DEVICE A MINIMUM OF 12 INCHES (305 MM) PLUS 2 |
| | PERCENT. ALTERNATE ELEVATIONS ARE PERMITTED SUBJECT TO |
| | THE APPROVAL OF THE BUILDING OFFICIAL, PROVIDED IT CAN |
| | BE DEMONSTRATED THAT REQUIRED DRAINAGE TO THE POINT OF |
| | DISCHARGE AND AWAY FROM THE STRUCTURE IS PROVIDED AT |
| | ALL LOCATIONS ON THE SITE. |
| | |
| | 3.PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 DRAINAGE. |
| | 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. |
| | |
| | 4. PROVIDE THE MEAN ROOF HEIGHT: STATE MRH ON ELEVATION |
| | PLAN PAGE. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 5.PROVIDE A COPY OF THE CURRENT FLORIDA PRODUCT |
| | APPROVAL OR MIAMI-DADE NOA, APPROVED UNDER THE 2020 |
| | FBC, FOR THE PROPOSED WINDOWS AND DOORS. |
| | FL PRODUCT APPROVALS SHALL INCLUDE THE COVER SHEETS, |
| | EVALUATION REPORT AND INSTALLATIONS INSTRUCTIONS. |
| | 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. |
| | |
| | 6 PROVIDE A ROOF FRAMIMG PLAN: |
| | PROVIDE THE DESIGN PRESSURES FOR NEW ROOFING PER FIGURE |
| | R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| | R301.2.1.1WIND DESIGN REQUIRED. |
| | |
| | 7.PROVIDE A ROOF SHEATHING FASTENER SCHEDULE PER |
| | CALCULATED DESIGN PRESSURES. |
| | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| | SCHEDULE FOR WOOD STRUCTURAL PANELS. |
| | |
| | NOTICE: REF. PLAN PAGE CVR FOR THE FOLLOWING COMMENTS: |
| | |
| | 8. SOW STATES THIS IS A PRE-FABRICATED RES. ADDITION. |
| | THIS IS A STAND ALONE ACCESSORY DWELLING UNIT. PLEASE |
| | CORRECT. |
| | |
| | 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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