Date |
Text |
2017-08-17 15:10:31 | BUILDING PLAN REVIEW |
| 2014 FLORIDA BUILDING CODE 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 |
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| 1ST REVIEW |
| RESULTS: DENIED |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
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| 1. PROVIDE SOILS REPORT. |
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| 2. ROOFING PERMIT REQUIRED. |
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| 3. WINDOW SCHEDULE SPECIFIES CGI SENTINEL SERIES |
| WINDOWS. NOA 15-0204.01 SUBMITTED FOR REVIEW IS FOR AIR |
| MASTER WINDOWS. PLEASE CLARIFY. |
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| 4. REF. PLAN PAGE S-3. NOTES STATE ROOF WIND PRESSURES |
| ARE BASED ON FBC 2010. PROVIDE DESIGN WIND LOADS FOR |
| ROOF BASED ON THE 2014 FBC 5TH ED. |
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| 5. WIND DESIGN LOADS FOR PROPOSED PLASTPRO DOORS DO NOT |
| MEET THE CALCULATED DESIGN PRESSURE RATING FOR WALL |
| AREA 4, SEE PLAN PAGE S-3. |
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| 6. ROOFING NOA 11-1122.04 IS EXPIRED. PROVIDE VALID NOA |
| FOR ROOFING SYSTEM COMPONENTS. |
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| 7. NOA 15-0612.05 FOR SLIDING GLASS DOOR IS NOT |
| REQUIRED. PLEASE REMOVE FROM SUBMITTAL. |
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| 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. |
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| FBC 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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| 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). THE STRUCTURAL PROVISIONS OF |
| THIS CODE FOR WIND LOADS ARE NOT PERMITTED WHERE WIND |
| DESIGN IS REQUIRED AS SPECIFIED IN SECTION R301.2.1.1. |
| WHERE DIFFERENT CONSTRUCTION METHODS AND STRUCTURAL |
| MATERIALS ARE USED FOR VARIOUS PORTIONS OF A BUILDING, |
| THE APPLICABLE REQUIREMENTS OF THIS SECTION FOR EACH |
| PORTION SHALL APPLY. WHERE NOT OTHERWISE SPECIFIED, THE |
| WIND LOADS LISTED IN TABLE R301.2(2) ADJUSTED FOR |
| HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE USED |
| TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS FOR |
| WALL COVERINGS, CURTAIN WALLS, ROOF COVERINGS, EXTERIOR |
| WINDOWS, SKYLIGHTS AND EXTERIOR DOORS (OTHER THAN |
| GARAGE DOORS). |
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| 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. |
| SPECIFICALLY, PROVIDE ROOFING AND DOOR SUBMITTALS. |
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| 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 AND MARK VOID. |
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