Date |
Text |
2022-01-03 15:52:55 | BUILDING PLAN REVIEW |
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| CHRISTOPHER S. THROOP, C.B.O., CFM |
| PLANS EXAMINER II PX3169/SFP306 |
| INSPECTOR BN4338 |
| BUILDING OFFICIAL BU1635 |
| ASFPM CERTIFIED FLOODPLAIN MANAGER US-21-11935 |
| DEVELOPMENT SERVICES DEPARTMENT |
| 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 |
| 2017 NEC |
| CITY OF WEST PALM BEACH, FLORIDA ORDINANCE NO. 4729-17 |
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| 1ST REVIEW |
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| RESULTS: DENIED |
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| 1.THIS PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD |
| AREA (SFHA). THE STRUCTURE IS LOCATED WITHIN TWO AE |
| FLOOD ZONES WITH BASE FLOOD ELEVATIONS (BFE) OF |
| 6'0"NAVD AND 7'0" 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 9'0"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.PLACE THE FINISHED FLOOR ELEVATION (FFE) OF THE MAIN |
| DWELLING UNIT AND THE ATTACHED GARAGE ON THE SITE PLAN, |
| THE FLOOR PLAN AND THE FOUNDATION PLAN. |
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| 3. NOTICE: THE GARAGE FLOOR IS BELOW THE DFE OF 9'0" |
| NAVD. |
| FLOOD OPENINGS ARE REQUIRED. |
| R322.2.2ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION. |
| ENCLOSED AREAS, INCLUDING CRAWL SPACES, THAT ARE BELOW |
| THE DESIGN FLOOD ELEVATION SHALL: |
| 1. 1.BE USED SOLELY FOR PARKING OF VEHICLES, BUILDING |
| ACCESS OR STORAGE. |
| 2. 2.BE PROVIDED WITH FLOOD OPENINGS THAT MEET THE |
| FOLLOWING CRITERIA AND ARE INSTALLED IN ACCORDANCE WITH |
| SECTION R322.2.2.1: |
| 1. 2.1.THE TOTAL NET AREA OF NON-ENGINEERED OPENINGS |
| SHALL BE NOT LESS THAN 1 SQUARE INCH (645 MM2) FOR EACH |
| SQUARE FOOT (0.093 M2) OF ENCLOSED AREA WHERE THE |
| ENCLOSED AREA IS MEASURED ON THE EXTERIOR OF THE |
| ENCLOSURE WALLS, OR THE OPENINGS SHALL BE DESIGNED AS |
| ENGINEERED OPENINGS AND THE CONSTRUCTION DOCUMENTS |
| SHALL INCLUDE A STATEMENT BY A REGISTERED DESIGN |
| PROFESSIONAL THAT THE DESIGN OF THE OPENINGS WILL |
| PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON |
| EXTERIOR WALLS BY ALLOWING FOR THE AUTOMATIC ENTRY AND |
| EXIT OF FLOODWATERS AS SPECIFIED IN SECTION 2.7.2.2 OF |
| ASCE 24. |
| 2. 2.2.OPENINGS SHALL BE NOT LESS THAN 3 INCHES (76 MM) |
| IN ANY DIRECTION IN THE PLANE OF THE WALL. |
| 3. 2.3.THE PRESENCE OF LOUVERS, BLADES, SCREENS AND |
| FACEPLATES OR OTHER COVERS AND DEVICES SHALL ALLOW THE |
| AUTOMATIC FLOW OF FLOODWATER INTO AND OUT OF THE |
| ENCLOSED AREAS AND SHALL BE ACCOUNTED FOR IN THE |
| DETERMINATION OF THE NET OPEN AREA. |
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| OPTION: |
| ENGINEERED FLOOD VENTS |
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| 1) PROVIDE ENGINEERED FLOOD VENTS. (SMART VENTS) |
| 2) ATTACH A COPY OF THE INDIVIDUAL ENGINEERED FLOOD |
| VENT CERTIFICATION OR EVALUATION SERVICE REPORT ISSUED |
| BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE |
| (ICC ES). |
| 3) PROVIDE FLORIDA PRODUCT APPROVALS FOR PROPOSED SMART |
| VENTS. |
| 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. |
| 5) FLOOD OPENINGS SHALL BE INSTALLED PER |
| R322.2.2.1INSTALLATION OF OPENINGS: |
| 6) SHOW NUMBER AND LOCATION OF FLOOD OPENINGS ON |
| FOUNDATION PLAN. INCLUDE THE FLORIDA PRODUCT APPROVAL |
| NUMBER AND IDENTIFY THE VENT MODEL TO BE INSTALLED. |
| R322.2.2.1INSTALLATION OF OPENINGS. |
| THE WALLS OF ENCLOSED AREAS SHALL HAVE OPENINGS |
| INSTALLED SUCH THAT: |
| 1. 1.THERE SHALL BE NOT LESS THAN TWO OPENINGS ON |
| DIFFERENT SIDES OF EACH ENCLOSED AREA; IF A BUILDING |
| HAS MORE THAN ONE ENCLOSED AREA BELOW THE DESIGN FLOOD |
| ELEVATION, EACH AREA SHALL HAVE OPENINGS. |
| 2. 2.THE BOTTOM OF EACH OPENING SHALL BE NOT MORE THAN |
| 1 FOOT (305 MM) ABOVE THE HIGHER OF THE FINAL INTERIOR |
| GRADE OR FLOOR AND THE FINISHED EXTERIOR GRADE |
| IMMEDIATELY UNDER EACH OPENING. |
| 3. 3.OPENINGS SHALL BE PERMITTED TO BE INSTALLED IN |
| DOORS AND WINDOWS; DOORS AND WINDOWS WITHOUT INSTALLED |
| OPENINGS DO NOT MEET THE REQUIREMENTS OF THIS SECTION. |
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| FEMA TECHNICAL BULLETIN #1 |
| LOCATION OF FLOOD OPENINGS |
| THE IRC AND IBC (BY REFERENCE TO ASCE 24) REQUIRE FLOOD |
| OPENINGS ?ON DIFFERENT SIDES OF EACH ENCLOSED AREA? |
| (IRC R322.2.2.1) AND ?IN AT LEAST TWO WALLS OF EACH |
| ENCLOSED AREA? (ASCE 24, SECTION 2.7.3). |
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| 4. NOTE: PLAN PAGE C-1 INDICATES FOUR FLOOD VENTS ARE |
| INSTALLED WITH UNDER SLAB CHANNELS. |
| PROVIDE A DETAIL OF THE CHANNELS AND A REFERENCE TO THE |
| FEMA REGULATION THAT ALLOWS THIS TYPE OF INSTALLATION. |
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| NOTICE: SUBMIT THE FOLLOWING ELEVATION CERTIFICATES, AS |
| REQUIRED. (SEE NFIP REVIEW COMMENTS) |
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| THREE ELEVATION CERTIFICATES (EC) ARE REQUIRED |
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| A CONSTRUCTION DRAWING ELEVATION CERTIFICATE IS |
| REQUIRED AT TIME OF PERMIT APPLICATION. |
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| A BUILDING UNDER CONSTRUCTION ELEVATION CERTIFICATE IS |
| REQUIRED AT PLACEMENT OF 1ST FLOOR. |
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| A FINISHED CONSTRUCTION ELEVATION CERTIFICATE IS |
| REQUIRED AND SHALL BE SUBMITTED FOR REVIEW AND APPROVAL |
| PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. |
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| NOTE: YOU MAY SUBMIT THIS EC FOR REVIEW AFTER FINAL |
| GRADE AND PLACEMENT OF EQUIPMENT SERVICING THE |
| BUILDING. |
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| 5. REF. SITE PLAN PAGE C-1 FOR THE FOLLOWING COMMENT: |
| EQUIPMENT SERVICING THE BUILDING SHALL BE AT OR ABOVE |
| 9'0" NAVD. PLEASE CORRECT. |
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| 6. REF. PLAN PAGES S-101 AND C-1 FOR THE FOLLOWING |
| COMMENT: PG. S-101 INDICATES TOS TO BE 9'0". PG. C-1 |
| INDICATES TOS TO BE 8.83' WITH FINISHED FLOOR TO BE |
| 9'0" NAVD. PLEASE CLARIFY. |
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| 7. PROVIDE COVER SHEETS FOR ALL PRODUCT APPROVALS |
| SUBMITTED FOR REVIEW. |
| PROVIDE THE FLORIDA STATE PRODUCT APPROVAL COVER |
| SHEETS; THEY SHOW THE APPROVAL NUMBER, CODE VERSION, |
| AND STATUS, FBC R 301. (MIAMI DADE NOAS ARE OK, DO NOT |
| NEED FL COVER PAGE). |
| 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. |
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| 8. PROVIDE PRODUCT APPROVALS FOR THE WINDOW MULLIONS. |
| 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. |
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| 9. PROVIDE THE ICC-ES REPORT FOR THE SPRAY APPLIED |
| INSULATION. |
| 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. |
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| 10. REF. PLAN PAGE S003 FOR THE FOLLOWING COMMENT: |
| PROVIDE A ROOF SHEATHING FASTENER SCHEDULE BASED ON THE |
| CALCULATED DESIGN PRESSURES. |
| PROVIDE ROOF SHEATHING FASTENER SCHEDULE PER DESIGN |
| PRESSURES. |
| TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| SCHEDULE FOR WOOD STRUCTURAL PANELS. |
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| NOTICE: PROVISO'S |
| PLAN PAGE C-1; SITE WALLS REQUIRE A SEPERATE PERMIT. |
| PLAN PAGE L1.1; POOL REQUIRES A SEPERATE PERMIT. |
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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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