Date |
Text |
2018-03-02 11:37:53 | BUILDING PLAN REVIEW |
| 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2010 WEST |
| PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| CHAPTER 1 ADMINISTRATION |
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| CHRISTOPHER S. THROOP, C.B.O. |
| PLANS EXAMINER, PX3169 |
| CONSTRUCTION SERVICES DIVISION |
| TEL: 561-805-6726 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| 1ST REVIEW |
| RESULTS: DENIED |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| |
| 1. PROVIDE FLAME SPREAD RESISTANT REPORT PER ASTM E-84 |
| FOR PROPOSED CANOPY FABRIC. |
| 2. PROVIDE STATEMENMT THAT PLANS SHALL COMPLY WITH THE |
| CITY OF WEST PALM BEACH MUNICIPAL CODE, ARTICLE VII, |
| SECTION 18-282, PARA. (C), # (8). |
| 3. PROVIDE DESIGN WIND LOADS FOR PROPOSED EQUIPMENT PER |
| FBC CHPT. 16. |
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| FBC 603.1 FLAME SPREAD ? ASTM E-84-09 |
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| CITY OF WPB MUNI CODE |
| ARTICLE VII |
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| SEC. 18-282. - DUTIES AND POWERS OF THE FLOODPLAIN |
| ADMINISTRATOR. |
| (A) |
| DESIGNATION . THE BUILDING OFFICIAL IS DESIGNATED AS |
| THE FLOODPLAIN ADMINISTRATOR. THE FLOODPLAIN |
| ADMINISTRATOR MAY DELEGATE PERFORMANCE OF CERTAIN |
| DUTIES TO OTHER EMPLOYEES. |
| (B) |
| GENERAL . THE FLOODPLAIN ADMINISTRATOR IS AUTHORIZED |
| AND DIRECTED TO ADMINISTER AND ENFORCE THE PROVISIONS |
| OF THIS ARTICLE. THE FLOODPLAIN ADMINISTRATOR SHALL |
| HAVE THE AUTHORITY TO RENDER INTERPRETATIONS OF THIS |
| ARTICLE CONSISTENT WITH THE INTENT AND PURPOSE OF THIS |
| ARTICLE AND MAY ESTABLISH POLICIES AND PROCEDURES IN |
| ORDER TO CLARIFY THE APPLICATION OF ITS PROVISIONS. |
| SUCH INTERPRETATIONS, POLICIES, AND PROCEDURES SHALL |
| NOT HAVE THE EFFECT OF WAIVING REQUIREMENTS |
| SPECIFICALLY PROVIDED IN THIS ARTICLE WITHOUT THE |
| GRANTING OF A VARIANCE PURSUANT TO SECTION 18-286 OF |
| THIS ARTICLE. |
| (C) |
| APPLICATIONS AND PERMITS . THE FLOODPLAIN |
| ADMINISTRATOR, IN COORDINATION WITH OTHER PERTINENT |
| OFFICES OF THE CITY, SHALL: |
| (1) |
| REVIEW APPLICATIONS AND PLANS TO DETERMINE WHETHER |
| PROPOSED NEW DEVELOPMENT WILL BE LOCATED IN FLOOD |
| HAZARD AREAS; |
| (2) |
| REVIEW APPLICATIONS FOR MODIFICATION OF ANY EXISTING |
| DEVELOPMENT IN FLOOD HAZARD AREAS FOR COMPLIANCE WITH |
| THE REQUIREMENTS OF THIS ARTICLE; |
| (3) |
| INTERPRET FLOOD HAZARD AREA BOUNDARIES WHERE SUCH |
| INTERPRETATION IS NECESSARY TO DETERMINE THE EXACT |
| LOCATION OF BOUNDARIES; A PERSON CONTESTING THE |
| DETERMINATION SHALL HAVE THE OPPORTUNITY TO APPEAL THE |
| INTERPRETATION; |
| (4) |
| PROVIDE AVAILABLE FLOOD ELEVATION AND FLOOD HAZARD |
| INFORMATION; |
| (5) |
| DETERMINE WHETHER ADDITIONAL FLOOD HAZARD DATA SHALL BE |
| OBTAINED FROM OTHER SOURCES OR SHALL BE DEVELOPED BY AN |
| APPLICANT; |
| (6) |
| REVIEW APPLICATIONS TO DETERMINE WHETHER PROPOSED |
| DEVELOPMENT WILL BE REASONABLY SAFE FROM FLOODING; |
| (7) |
| ISSUE FLOODPLAIN DEVELOPMENT PERMITS OR APPROVALS FOR |
| DEVELOPMENT OTHER THAN BUILDINGS AND STRUCTURES THAT |
| ARE SUBJECT TO THE FLORIDA BUILDING CODE, INCLUDING |
| BUILDINGS, STRUCTURES AND FACILITIES EXEMPT FROM THE |
| FLORIDA BUILDING CODE, WHEN COMPLIANCE WITH THIS |
| ARTICLE IS DEMONSTRATED, OR DISAPPROVE THE SAME IN THE |
| EVENT OF NONCOMPLIANCE; AND |
| (8) |
| COORDINATE WITH AND PROVIDE COMMENTS TO THE BUILDING |
| OFFICIAL TO ASSURE THAT APPLICATIONS, PLAN REVIEWS, AND |
| INSPECTIONS FOR BUILDINGS AND STRUCTURES IN FLOOD |
| HAZARD AREAS COMPLY WITH THE APPLICABLE PROVISIONS OF |
| THIS ARTICLE. |
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| FBC 107.3.5.1.1(8) ? PROVIDE WIND DESIGN LOADS/DESIGN |
| PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| 1603.1.4 WIND DESIGN DATA. |
| THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| STRUCTURE: |
| 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| 1609.3.1. |
| 2. RISK CATEGORY. |
| 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. |
| 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| M2). |
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