| 2017-03-01 10:04:50 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. REF. DETAIL "TYPICAL WALL DETAIL" PG. A-1 - DUROCK |
| | IS NOT AN APPROVED EXTERIOR WALL FINISH. |
| | 2. PROVIDE ROUGH OPENING DEMENSIONS FOR NEW DOORS. |
| | 3. PROVIDE DESIGN WIND LOADS FOR NEW OPENINGS AND EXT. |
| | CLADDING. |
| | 4. PROVIDE PRODUCT APPROVALS FOR NEW DOORS. |
| | |
| | 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. |
| | |
| | FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
| | |
| | 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). WHERE LOADS FOR GARAGE DOORS ARE NOT |
| | OTHERWISE SPECIFIED, THE LOADS LISTED IN TABLE |
| | R301.2(4) ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE |
| | R301.2(3) SHALL BE USED TO DETERMINE DESIGN LOAD |
| | PERFORMANCE REQUIREMENTS. ASPHALT SHINGLES SHALL BE |
| | DESIGNED FOR WIND SPEEDS IN ACCORDANCE WITH SECTION |
| | R905.2.4. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO |
| | TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R802.2 |
| | FROM THE ROOF ASSEMBLY TO THE FOUNDATION. |
| | |
| | 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 DOOR SUBMITTALS. |
| | |
| | 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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