Date |
Text |
2022-07-13 09:55:40 | PLAN REVIEW BUILDING |
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| 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] |
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| 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 |
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| 1ST REVIEW |
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| RESULTS: DENIED |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
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| NOTICE: POTENTIAL SUBSTANTIAL IMPROVEMENT (S/I). SURVEY |
| REQUIRED TO DETERMINE IF EXISTING STRUCTURE OR PROPOSED |
| ADDITION ENCROACHES INTO FLOOD ZONE. |
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| 1.THIS PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD |
| AREA (SFHA). THE FLOOD ZONE DESIGNATION FOR THIS SITE |
| IS AE WITH A BASE FLOOD ELEVATION (BFE) OF 6'0" NAVD. |
| THE CITY OF WEST PALM BEACH (THROUGH ORDINANCE NO. |
| 4729-17) REQUIRES AN ADDITIONAL 24 INCHES OF FREEBOARD. |
| THE DESIGN FLOOD ELEVATION (DFE) SHALL BE AT OR ABOVE |
| 8?0? NAVD. |
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| CITY OF WEST PALM BEACH, FLORIDA ORDINANCE NO. 4729-17 |
| SECTION 4: THE CODE OF ORDINANCES IS HEREBY AMENDED AT |
| CHAPTER 18, BUILDINGS AND BUILDING REGULATIONS, ARTICLE |
| II, BUILDING CODE, TO ADD SECTION 18-33, TECHNICAL |
| AMENDMENTS TO FLORIDA BUILDING CODE, RESIDENTIAL, WHICH |
| SHALL READ AS FOLLOWS: |
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| SEC. 18-33 - TECHNICAL AMENDMENTS TO FLORIDA BUILDING |
| CODE, RESIDENTIAL. |
| R322.2.1 ELEVATION REQUIREMENTS. |
| 1. BUILDINGS AND STRUCTURES IN FLOOD HAZARD AREAS NOT |
| DESIGNATED AS COASTAL A ZONES SHALL HAVE THE LOWEST |
| FLOORS ELEVATED TO OR ABOVE THE BASE FLOOD ELEVATION |
| PLUS TWO FEET OR THE DESIGN FLOOD ELEVATION, WHICHEVER |
| IS HIGHER. |
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| 2.PROVIDE A COPY OF THE MOST RECENT BOUNDY LINE SURVEY. |
| 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| 107.2.5. |
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| 3. 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. |
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| 4. 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 SOILS CHARACTERISTICS AT A PARTICULAR LOCATION. |
| THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN |
| APPROVED METHOD. |
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| 5. PROVIDE THE PRODUCT APPROVALS FOR THOSE PRODUCTS |
| WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED AND |
| APPROVED IN WRITING BY THE DESIGNER OF RECORD. FBC |
| 107.3.4, |
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| DEFERRAL OPTION: |
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| 107.3.4.1 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| THE DEFERRED SUBMITTALS ON |
| THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING |
| OFFICIAL. |
| DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| OFFICIAL. |
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| 6.PROVIDE A ROOF SHEATHING FASTENER SCHEDULE PER THE |
| CALCULATED DESIGN PRESSURES. |
| TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| SCHEDULE FOR WOOD STRUCTURAL PANELS. |
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| PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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| WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| RE-SUBMITTAL FORM. |
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