| Date |
Text |
| 2018-05-25 14:47:26 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 2ND 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) NOT COMPLIED. NEW COMMENT: (THE CITY OF WEST PALM |
| | BEACH REQUIRES A SEPARATE PERMIT FOR POOLS INCLUDING |
| | THE POOL SHELLS. THEY ARE NOT INCLUDED WITH THE PERMITS |
| | FOR THE DWELLING.) 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) COMPLIED. |
| | |
| | 3) NOT COMPLIED. NEW COMMENT. (SUBMIT TWO SETS OF THE |
| | PILE PLACEMENT PLANS FOR THE POOL.) 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) NOTE: 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) NOT COMPLIED. NEW COMMENT. (A SEPARATE PERMIT IS |
| | REQUIRED FOR THE POOL WHICH INCLUDES THE POOL |
| | STRUCTURAL SHELL. SUBMIT ALL STRUCTURAL DOCUMENTS FOR |
| | THE POOL WITH THE POOL PERMIT.) 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) PARTICALLY COMPLIED. NEW COMMENT: (THE CHANGE IN |
| | SLOPE BETWEEN THE SHALLOW AND DEEP AREA APPEARS TO BE 4 |
| | FT RATHER THAN THE REQUIRED 6 FT FROM THE SHALLOW END. |
| | SPECIFY THE POOL FLOOR SLOPES ON THE PLANS.) 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) COMPLIED. |
| | |
| | 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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