| Date |
Text |
| 2018-01-19 15:02:26 | 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. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 2ND REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND |
| | THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON |
| | RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE. |
| | |
| | 1. VALUE APPEARS LOW FOR THE PROPOSED SCOPE OF WORK. |
| | 2. THE PATIO SLAB, PERMIT #17061216 WAS PERMITTED AS |
| | FLAT WORK. PROVIDE EVIDENCE THAT THE SLAB HAS A MINIMUM |
| | 8 INCH X 8 INCH FOOTING WITH AT LEAST ONE #5 |
| | RE-INFORCING STEEL INSTALLED. |
| | 3. DESIGNER TO PRINT NAME AND SIGN PLAN. |
| | 4. PROVIDE DESIGN WIND LOADS FOR THE FOLLOWING: WALLS, |
| | ROOF, SIDING, WINDOWS AND DOORS OPENINGS. |
| | 5. PROVIDE FASTENER SCHEDULE FOR THE FOLLOWING: BASE |
| | PLATE TO FOUNDATION, BASE PLATE TO EXT. WALL, EXT. WALL |
| | TO TOP PLATE, TOP PLATE TO RAFTER, RAFTER TO CEILING |
| | JOISTS AND ROOF SHEATHING PER DESIGN WIND LOADS. |
| | 6. PROVIDE FRAMING DETAIL FOR WINDOW AND DOOR OPENINGS. |
| | 7. PROVIDE PRODUCT APPROVALS FOR THE FOLLOWING: |
| | ROOFING, SIDING, WINDOWS AND DOORS. |
| | 8. ROOFING PERMIT REQUIRED. |
| | |
| | THE PERMIT VALUATION AND PERMIT FEE MUST BE |
| | COMMENSURATE WITH THE VALUATION AND FEE THAT A LICENSED |
| | CONTRACTOR WOULD PROVIDE. |
| | YOU MAY PROVIDE A COPY OF THE CONTRACT SIGNED BY THE |
| | OWNER OR A LIST OF LABOR, MATERIALS AND EQUIPMENT |
| | RENTAL TO VERIFY VALUE. |
| | |
| | CITY OF WPB CHPT. 1 - VALUE |
| | 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF |
| | THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF |
| | BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS, |
| | MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE |
| | UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE |
| | DENIED, UNLESS THE APPLICANT CAN SHOW DETAILED, |
| | QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS |
| | (EXCLUDING LAND VALUE) TO MEET THE APPROVAL OF THE |
| | BUILDING OFFICIAL. FOR PERMITTING PURPOSES, VALUATION |
| | OF BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT |
| | VALUE TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING, |
| | MECHANICAL, INTERIOR FINISH, RELATIVE SITE WORK, |
| | ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS, |
| | OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION |
| | COST ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.), |
| | AS PUBLISHED BY INTERNATIONAL CODE CONGRESS. |
| | FINAL BUILDING PERMIT VALUATION SHALL BE SET BY THE |
| | BUILDING OFFICIAL. |
| | |
| | YOU MAY PROVIDE A COPY OF THE CONTRACT SIGNED BY THE |
| | OWNER OR A LIST OF LABOR, MATERIALS AND EQUIPMENT |
| | RENTAL TO VERIFY VALUE. |
| | |
| | FOOTINGS |
| | |
| | R403.1 GENERAL. |
| | |
| | ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS |
| | SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS, |
| | CRUSHED STONE FOOTINGS, WOOD FOUNDATIONS, OR OTHER |
| | APPROVED STRUCTURAL SYSTEMS WHICH SHALL BE OF |
| | SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO |
| | SECTION R301 AND TO TRANSMIT THE RESULTING LOADS TO THE |
| | SOIL WITHIN THE LIMITATIONS AS DETERMINED FROM THE |
| | CHARACTER OF THE SOIL. FOOTINGS SHALL BE SUPPORTED ON |
| | UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. CONCRETE |
| | FOOTING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE |
| | WITH THE PROVISIONS OF SECTION R403 OR IN ACCORDANCE |
| | WITH ACI 332. |
| | |
| | R403.1.1 MINIMUM SIZE. |
| | |
| | THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR CONCRETE |
| | FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES R403.1(1) |
| | THROUGH R403.1(3) AND FIGURE R403.1(1) AS APPLICABLE. |
| | MINIMUM SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL |
| | ALSO BE REQUIRED TO PROVIDE ADEQUATE RESISTANCE TO |
| | UPLIFT AND OVERTURN OF THE BUILDING AS DETERMINED FROM |
| | TABLE R401.1 AND SECTION R403.1.2 OR AS CALCULATED |
| | USING ENGINEERED DESIGN IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. THE FOOTING WIDTH SHALL BE |
| | BASED ON THE LOAD-BEARING VALUE OF THE SOIL IN |
| | ACCORDANCE WITH TABLE R401.4.1. |
| | |
| | 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). |
| | |
| | FBC 107.2.1 ALL INFORMATION, DRAWINGS, SPECIFICATIONS |
| | AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE |
| | OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO |
| | SECTION 107.3.5) AND F.S. 481.229. |
| | |
| | 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, WINDOW AND DOOR |
| | SUBMITTALS. |
| | |
| | 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 AND MARK VOID. |
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