| Date |
Text |
| 2018-06-29 09:24:13 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 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 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. PROVIDE SOILS REPORT. |
| | FBC 1803.1 GENERAL.GEOTECHNICAL INVESTIGATIONS SHALL BE |
| | CONDUCTED IN ACCORDANCE WITH SECTION 1803.2 AND |
| | REPORTED IN ACCORDANCE WITH SECTION 1803.6. WHERE |
| | REQUIRED BY THE BUILDING OFFICIAL OR WHERE GEOTECHNICAL |
| | INVESTIGATIONS INVOLVE IN-SITU TESTING, LABORATORY |
| | TESTING OR ENGINEERING CALCULATIONS, SUCH |
| | INVESTIGATIONS SHALL BE CONDUCTED BY A REGISTERED |
| | DESIGN PROFESSIONAL. |
| | |
| | 2. PROVIDE ENERGY SUBMITTAL. PROVIDE DETAIL FOR ROOF |
| | AND WALL INSULATION. |
| | FBCE-103.2.1.1 RESIDENTIAL LESS THAN OR EQUAL TO 3 |
| | STORIES. ENERGY |
| | |
| | FBCE-R101.5.1.1 BUILDING THERMAL ENVELOPE ALTERNATIVE. |
| | AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R402 |
| | SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TO |
| | DEMONSTRATE CODE COMPLIANCE BY THIS METHOD. |
| | _ OR _ |
| | FBCE-101.5.1.1.2 SIMULATED PERFORMANCE ALTERNATIVE. |
| | AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R405 |
| | (GENERATED BY COMMISSION APPROVED SOFTWARE) SHALL BE |
| | SUBMITTED TO THE BUILDING OFFICIAL TO DEMONSTRATE CODE |
| | COMPLIANCE BY SECTION 405. |
| | |
| | 3. VALUE HAS BEEN ADJUSTED FROM $130,410 TO $255,136 |
| | BASED ON THE LATEST PUBLISHED DATA FROM THE |
| | INTERNATIONAL CODE COUNCIL BUILDING VALUATION DATA. |
| | |
| | 4. PROVIDE SITE PLAN WITH DRAINAGE PLAN. |
| | FBC 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS |
| | SUBMITTED WITH THE APPLICATION FOR PERMIT SHALL BE |
| | ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE |
| | AND LOCATION OF NEW CONSTRUCTION AND EXISTING |
| | STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE |
| | ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED |
| | GRADES AND, AS APPLICABLE, FLOOD HAZARD AREAS, |
| | FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT SHALL BE |
| | DRAWN IN ACCORDANCE WITH AN ACCURATE BOUNDARY LINE |
| | SURVEY. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE TWO SETS OF A SITE DRAINAGE PLAN SHOWING |
| | COMPLIANCE WITH FBC R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. |
| | LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 |
| | INCHES WITHIN THE FIRST 10 FEET. |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 |
| | FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE |
| | DRAINAGE AWAY FROM THE STRUCTURE. |
| | IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING |
| | FOUNDATION SHALL BE SLOPED A MINIMUM OF |
| | 2 PERCENT AWAY FROM THE BUILDING. |
| | |
| | 5. PALM BEACH COUNTY IMPACT FEES REQUIRED. |
| | BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT |
| | FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID. |
| | UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE |
| | SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN |
| | IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP |
| | AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE |
| | CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN |
| | BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY |
| | IMPACT FEES AT (561) 233-5025. |
| | |
| | 6. UP DATE BUILDING CODE DATA AND APPLICABLE CODES ON |
| | THE PLANS TO THE 2017 FBC SIXTH EDITION. THE PLANS HAVE |
| | SEVERAL REFERENCES TO THE FBC FIFTH EDITION (2014). THE |
| | FBC SIXTH EDITION (2017) WENT INTO EFFECT ON JANUARY 1, |
| | 2018. ALL NEW PERMITS APPLIED FOR ON OR AFTER THAT DATE |
| | ARE REQUIRED TO COMPLY WITH AND REFERENCE THE FBC SIXTH |
| | EDITION (2017). FS CHAPTER 553. |
| | |
| | 7. UP DATE THE BUILDING ELEVATION DATA ON SHEET |
| | A-0.0.01A TO REFLECT THE CURRENTLY ADOPTED FLOOD MAPS |
| | AND DATUM. AS OF OCTOBER 5TH, 2017 THE CITY HAS ADOPTED |
| | NEW FLOOD INSURANCE RATE MAPS WHICH USE NAVD 88 AS THE |
| | VERTICAL DATUM. THE CITY ALSO ADOPTED A 2' FREEBOARD |
| | WHICH REQUIRES THE FINISH FLOOR AND EQUIPMENT TO BE A |
| | MINIMUM OF TWO FEET ABOVE THE BFE. |
| | |
| | 8. THE FIRE RESISTANCE RATING REQUIREMENTS ON SHEET |
| | A-0.0.01A IS MISLEADING WITHOUT THE REQUIRED MINIMUM |
| | FIRE SEPARATION BEING PROVIDED. SEE FBCR TABLE R302.1. |
| | |
| | 9. FBC- R310.2.1 IS THE CODE SECTION FOR EMERGENCY |
| | ESCAPE AND RESCUE IN THE 2017 FBC SIXTH EDITION. THE |
| | CODE SECTION PROVIDED ON THE PLANS IS INCORRECT. FBC |
| | 107.2.1 |
| | |
| | 10. THE NOTE UNDER EXTERIOR OPENINGS ON SHEET A-0.0.01A |
| | IS NOT WORDED CORRECTLY. FBC R311.3.2 STATES THAT THE |
| | LANDINGS AT EXTERIOR DOORS SHALL NOT BE MORE THAN 7-3/4 |
| | INCHES BELOW THE TOP OF THE THRESHOLD. |
| | |
| | 11. THE 2014 EDITION IS REFERENCED ON THE ATTIC |
| | VENTILATION ANALYSIS ON SHEET A-1.4.01A. PLEASE UPDATE |
| | TO THE 2017 FBC. |
| | |
| | 12. PROVIDE STRUCTURAL DETAILS FOR THE TRUSS TO WALL |
| | CONNECTIONS FOR THE OPTIONAL CUPOLA THAT IS SHOWN ON |
| | SHEETS S-2.01B,C AND S-3.00B,C. THE NOTE ON SHEET |
| | S-2.01B,C FOR THE CUPOLA STATES THAT THE TOWER |
| | STRUCTURE IS BY TRUSS SPECIALTY ENGINEER. IT APPEARS |
| | THAT THE WALLS FOR THE CUPOLA ARE TO BE HAND FRAMED ON |
| | SITE PER DETAIL S-3.00B,C. CLARIFY.FBC 107.2.1 |
| | |
| | 13. SHOW COMPLIANCE WITH FBC-R318.1 R318.1 TERMITE |
| | PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY |
| | REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED |
| | PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO |
| | WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION |
| | LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| | CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. |
| | UPON COMPLETION OF THE APPLICATION OF THE TERMITE |
| | PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL |
| | BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED |
| | PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING |
| | STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE |
| | TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. |
| | TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS |
| | ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE |
| | AND CONSUMER SERVICES. |
| | |
| | 14. FOOTING TE IN THE SCHEDULE ON SHEET S-4.00A IS 1 |
| | FOOT THICK AND ACCORDING TO SECTION 1/S-3.00A IS A |
| | MONOLITHIC SLAB. DRAWING 1/S-3.00A,B AND C SHOWS THE |
| | EXTERIOR GRADE LEVEL WITH THE FINISH FLOOR. IN ORDER TO |
| | BE A MINIMUM OF 12" BELOW GRADE AND 4" ABOVE GRADE, THE |
| | FOOTING IS REQUIRED TO BE A MINIMUM OF 16" THICK. |
| | FBC-R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE |
| | PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE |
| | UNDISTURBED GROUND SURFACE. FBC-R404.1.6 HEIGHT ABOVE |
| | FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION WALLS |
| | SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE |
| | FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102 MM) |
| | WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES |
| | (152 MM) ELSEWHERE. |
| | |
| | 15. DETAIL HOW THE RAIN WATER FROM THE SLOPED ROOF WILL |
| | BE DIVERTED AROUND THE ENTRY TOWERS SHOWN FOR MODELS B |
| | AND C. IF A ROOF CRICKET WILL BE USED PROVIDE DETAILS. |
| | FBC-R903.2.2 & FBC 107.2.1 |
| | |
| | 16. THE WIND DESIGN PRESSURES FOR COMPONENTS AND |
| | CLADDING ON SHEET S-4.00A APPEAR TO HAVE ERRORS. THE |
| | NEGATIVE PRESSURES FOR ROOF ZONES 2 AND 3 SHOULD NOT BE |
| | THE SAME. THE PRESSURES ALSO APPEAR TO BE HIGH. PROVIDE |
| | THE CALCULATIONS USED TO DETERMINE THESE PRESSURES. FBC |
| | 107.2.1.2 SINCE THE WINDOW AND DOOR PRESSURES ON THE |
| | PRODUCT APPROVALS ARE BASED ON VASD AND IN ORDER TO |
| | AVOID CONFUSION, PLEASE PROVIDE A COMPONENT AND |
| | CLADDING SCHEDULE WITH 132MPH EXPOSURE C NOMINAL VASD |
| | PRESSURES. FBC 301.2.1.3 |
| | |
| | 17. IT IS NOT CLEAR ON THE ROOF FRAMING PLAN |
| | S-2.01A,B,C WHICH ANCHORS ARE SPECIFIED FOR EACH OF THE |
| | TRUSSES. PLEASE REVIEW AND CLARIFY. FBC 107.2.1 |
| | |
| | 18. SUBMIT TWO SETS OF SPECIFICATIONS AND INSTALLATION |
| | INSTRUCTIONS FOR THE OUTDOOR RANGE AT THE OUTDOOR |
| | SUMMER KITCHEN. FBC 107.2.1 |
| | |
| | 19. ) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT |
| | APPROVALS FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE |
| | BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER |
| | OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH |
| | FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS |
| | AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT |
| | ROOFING MATERIALS, WINDOW/GLASS TYPES, STRUCTURAL |
| | MULLIONS AND EXTERIOR DOOR TYPES. |
| | |
| | 20. SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE OFF |
| | RIDGE ROOF VENTS (NOA 17-1031.03). FBC 107.3.4 |
| | |
| | 21. THE PRODUCT APPROVAL NUMBERS LISTED ON THE PLANS |
| | FOR THE OVERHEAD GARAGE DOORS ARE FL NUMBERS NOT NOAS. |
| | PLEASE CORRECT. |
| | |
| | 22. THE PRODUCT APPROVALS THAT WERE SUBMITTED FOR THE |
| | ENTRY DOOR HAVE A DIFFERENT NUMBER THAN THE ONE |
| | SPECIFIED ON THE PLANS. FL17-1031.03 IS LISTED ON THE |
| | PLANS. THIS IS A NOA NUMBER NOT AN FL. THE PRODUCT |
| | APPROVAL SUBMITTED IS FL15037.3. PLEASE COORDINATE. FBC |
| | 107.2.1 |
| | |
| | 23. NONE OF THE THREE OPTIONS FOR THIS MODEL USES METAL |
| | ROOFING. REMOVE REFERENCE TO METAL ROOFING FROM PLANS. |
| | INDICATE THE CEMENT ROOF TILE AND ATTACHMENT METHOD |
| | THAT WILL BE USED BY MARKING THE APPROPRIATE |
| | INFORMATION ON THE PLANS. FBC 107.2.1 IF AN ADHESIVE |
| | WILL BE USED, SUBMIT THE PRODUCT APPROVAL FOR IT. FBC |
| | 107.3.4 IF A MORTAR OR ADHESIVE SET IS USED SUBMIT THE |
| | PRODUCT APPROVAL FOR THE UNDERLAYMENT TO SHOW THAT IT |
| | WILL MEET WINDLOADS. SEE INSTALLATION NOTE 6.2 ON PAGE |
| | 5 OF THE TILE PRODUCT APPROVAL. |
| | |
| | 24. SUBMIT TWO SETS OF SIGNED AND SEALED TRUSS DRAWINGS |
| | AND TRUSS LAYOUT PLANS THAT HAVE BEEN REVIEWED AND |
| | APPROVED BY THE DESIGNER OF RECORD FOR THE PROJECT. |
| | FBC-R802.10 |
| | |
| | 25. PRODUCT APPROVALS WERE SUBMITTED FOR FIXED WINDOWS |
| | (NOA NO. 17-1212.13) AND STRUCTURAL MULLIONS (NOA NO. |
| | 17-1212.24) AND NEITHER OF THESE ARE USED FOR THIS |
| | PROJECT. PLEASE CLARIFY. FBC 107.2.1 |
| | |
| | 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. |
| | |
| | |
