| Date |
Text |
| 2018-04-17 09:26:57 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE VALUE FOR THE POOL AND SPA APPEARS TO BE LOW. |
| | SUBMIT A COPY OF THE SIGNED CONTRACT TO VERIFY THE |
| | VALUE. FBC 109.3 BUILDING PERMIT VALUATION. 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. |
| | |
| | 2) PLAN SHEETS 3 AND 4 ARE MISSING FROM THE |
| | CONSTRUCTION DOCUMENTS. FBC 107.2.1 |
| | |
| | 3) THIS PROJECT IS LOCATED IN AN AREA KNOWN TO HAVE |
| | QUESTIONABLE SOILS. SUBMIT TWO SETS OF A SUB-SURFACE |
| | SOIL INVESTIGATION REPORT WITH STRUCTURAL POOL SOIL |
| | BEARING REQUIREMENTS. 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. |
| | |
| | 4) THIS PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD |
| | AREA (FLOOD ZONE AE), THE POOL EQUIPMENT IS REQUIRED TO |
| | BE ELEVATED TO THE HEIGHT OF THE FINISH FLOOR OF THE |
| | DWELLING. FBC-R322 |
| | |
| | 5) ON SHEET S-2 THE POOL DEEP END SECTION HAS THE STEEL |
| | REINFORCING NOTES CROSSED OUT. PLEASE CLARIFY AND |
| | PROVIDE THIS INFORMATION FOR THIS PROJECT. FBC |
| | 107.2.1.2 & CITY OF WEST PALM BEACH FLOOD ORDINANCE |
| | |
| | 6) SPECIFY THE SLOPE OF THE POOL FLOOR ON SHEET 2 OF |
| | THE PLANS. ANSI/APSP/ICC-5 SECTION 5.5 STATES THAT THE |
| | SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS |
| | THE DEEP AREA SHALL NOT EXCEED A 1:7 INCLINE TO THE |
| | POINT OF THE FIRST SLOPE CHANGE. CHANGES IN SLOPE |
| | BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A WATER |
| | DEPTH OF 2 FT 9 IN AND BE AT LEAST 6 FT FROM THE |
| | SHALLOW END. THE SLOPE OF THE FLOOR SHALL NOT EXCEED |
| | 1:3 INCLINE AFTER THE BREAK. FBC-R 4501.6 |
| | |
| | 7) PLEASE CLARIFY WHAT IS A MOD POOL FLOOR AS SHOWN ON |
| | POOL SPA SECTION E ON SHEET 2. FBC 107.2.1 |
| | |
| | 8) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT A |
| | RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
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