2019-01-15 07:15:44 | BUILDING PLAN REVIEW |
| 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| CHAPTER 1 ADMINISTRATION |
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| CHRISTOPHER S. THROOP, C.B.O. |
| BUILDING PLANS EXAMINER, PX3169 |
| 1&2 FAMILY PLANS EXAMINER, SFP306 |
| CONSTRUCTION SERVICES DIVISION |
| TEL: 561-805-6726 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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| 1ST REVIEW |
| RESULTS: DENIED |
| YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| BELOW. |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
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| 1. SUBJECT PROPERTY IS LOCATED IN A SPECIALO FLOOD |
| HAZARD AREA (SFHA), ZONE AE WITH A BFE OF 6 FEET |
| NAVD88. STRUCTURAL DESIGN SHALL COMPLY WITH THE FBC |
| R322.2.3 AND SHALL BE DESIGNED TO PREVENT OVERTURN, |
| SCOUR AND LATERAL MOVEMENT. |
| SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| R322.1 GENERAL. |
| BUILDINGS AND STRUCTURES CONSTRUCTED IN WHOLE OR IN |
| PART IN FLOOD HAZARD AREAS (INCLUDING A OR V ZONES) AS |
| ESTABLISHED IN TABLE R301.2(1) SHALL BE DESIGNED AND |
| CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS CONTAINED |
| IN THIS SECTION. BUILDINGS AND STRUCTURES LOCATED IN |
| WHOLE OR IN PART IN IDENTIFIED FLOODWAYS SHALL BE |
| DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ASCE 24. |
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| 2. PROVIDE SITE DRAINAGE PLAN. IDENTIFY LOCATION OF NEW |
| FOUNDATIONS AND LOCATION OF SHALLOW FOUNDATIONS TO BE |
| ANCHORED TO EXISTING FOUNDATIONS.L |
| 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED |
| WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, |
| DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| AND THE PROPOSED FINISHED GRADES, DEPICTING THE |
| PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD |
| AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT |
| SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| INCLUDED ON A BOUNDARY LINE SURVEY. |
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| 3. DESIGNER TO SIGN AND SEAL PLAN PAGE HS.1. |
| PLANS THAT HAVE BEEN PREPARED BY AN ENGINEER AND |
| SUBMITTED FOR PUBLIC RECORD SHALL BEAR THE SIGNATURE, |
| DATE AND SEAL OF THE ENGINEER PER FL ADMIN. CODE RULE |
| 61G15-23.001. |
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| 4. PROVIDE DESIGN WIND LOADS FOR PROPOSED COLUMNS AND |
| GATES. |
| FBC 107.3.5.3 ? PROVIDE WIND DESIGN LOADS/DESIGN |
| PRESSURES PURSUANT TO FBC-R301.2. |
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| R301.2.1 WIND DESIGN CRITERIA. |
| BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN |
| ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING |
| THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED |
| FROM FIGURE R301.2(4). |
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| 5. PLAN PAGES HS.6 AND HS.7 LABELS GATES AS INTERIOR. |
| PLEASE CLARIFY. |
| 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| CONSTRUCTION DOCUMENTS SHALL BE |
| DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL. |
| CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| OFFICIAL. |
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| PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| REVIEWED SHEETS DETACHED. |
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