| Date |
Text |
| 2015-03-02 10:36:46 | BUILDING PLAN REVIEW |
| | PERMIT: 15010184 |
| | ADD: 3775 N. MILITARY TRL |
| | CONT: KENNEDY HOMES, LLC |
| | TEL: ( 561)613-6917 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: MON. MARCH 02/2015 |
| | ACTION: DENIED |
| | |
| | NOTICE: CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES |
| | THAT A LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR |
| | TIMES THE FEE FOR |
| | PLAN REVIEW, IF PLANS ARE REJECTED (3) OR MORE TIMES |
| | FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION. |
| | |
| | |
| | 1) THE LENGTH OF TIME THIS MANUFACTURED BUILDING IS TO |
| | BE ON SITE HAS NOT BEEN PROVIDED, IF TEMPORARY OR NOT. |
| | THE DEFINITION OF TEMPORARY: |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION 108.1 |
| | GENERAL. THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE A |
| | PERMIT FOR TEMPORARY STRUCTURES AND TEMPORARY USES. |
| | SUCH PERMITS SHALL BE LIMITED AS TO TIME OF SERVICE, |
| | BUT SHALL NOT BE PERMITTED FOR MORE THAN 6 MONTHS. |
| | |
| | FOR THE PURPOSE OF THIS REVIEW, THE LENGTH OF TIME WILL |
| | NOT BE TEMPORARY OR THE MANUFACTURED BUILDING WILL BE |
| | ON SITE OVER 6 MONTHS OF USAGE. |
| | |
| | THE S1 SHEET SHOWS A FOUNDATION SYSTEM THAT WILL BE |
| | USED FOR TEMPORARY FOUNDATIONS, THIS SYSTEM DOES NOT |
| | COMPLY WITH SECTION 2010 FBC-B |
| | 1809.4 DEPTH AND WIDTH OF FOOTINGS. |
| | THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED |
| | GROUND SURFACE SHALL BE 12 INCHES (305 MM). WHERE |
| | APPLICABLE, THE REQUIREMENTS OF SECTION 1809.5 SHALL |
| | ALSO BE SATISFIED. THE MINIMUM WIDTH OF FOOTINGS SHALL |
| | BE 12 INCHES (305 MM). |
| | |
| | 2) THE MANUFACTURED BUILDING PLAN IS A STATE APPROVED |
| | PLAN. SHEET 1 OF 4 INDICATES SITE INSTALLED ITEMS THAT |
| | ARE NOT PART OF THE STATE APPROVAL: |
| | |
| | 2A) SEMI- COMPLIED. COMPLETE FOUNDATION SUPPORT AND TIE |
| | -DOWN NO FOUNDATION PLAN ONLY THE TIE DOWN. |
| | 2B) SEMI COMPLIED SEE NEW COMMENTS. RAMPS. STAIRS |
| | HANDRAILS & GUARDRAILS |
| | 2C) STORM SHUTTERS : NO PRODUCT APPROVAL FOR SHUTTER |
| | SUBMITTED. |
| | 2D) GUTTERS : PROVISO TO BE INSPECTED AT TIME OF |
| | INSPACTION. |
| | |
| | 3) 2ND REQUEST. THE MANUFACTURED BUILDING SHOWS (2) |
| | EXITS, NOTE ON THE PLANS INDICATES METAL STAIRS TO |
| | CONSTRUCTION OFFICE BY OTHERS, PLEASE PROVIDE |
| | COMPLIANCE WITH, 2010 FBC-B: |
| | 1009.4 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS |
| | SHALL COMPLY WITH SECTIONS 1009.4.1 THROUGH 1009.4.5. |
| | |
| | 1012.1 WHERE REQUIRED. HANDRAILS FOR STAIRWAYS AND |
| | RAMPS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN |
| | ACCORDANCE WITH SECTION 1607.7. HANDRAILS REQUIRED FOR |
| | STAIRWAYS BY SECTION 1009.12 SHALL COMPLY WITH SECTIONS |
| | 1012.2 THROUGH 1012.9. HANDRAILS REQUIRED FOR RAMPS BY |
| | SECTION 1010.8 SHALL COMPLY WITH SECTIONS 1012.2 |
| | THROUGH 1012.8. |
| | |
| | 1013.1 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG |
| | OPEN-SIDED WALKING SURFACES, INCLUDING MEZZANINES, |
| | EQUIPMENT PLATFORMS, STAIRS, RAMPS AND LANDINGS THAT |
| | ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED |
| | VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT |
| | WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF |
| | THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH AND |
| | ATTACHMENT IN ACCORDANCE WITH SECTION 1607.7. |
| | |
| | 4) SHEET S1 ON THE OVERALL STAIR AND RAMP DETAIL: |
| | 4A) PLEASE PROVIDE A BOTTOM LANDING TO THE RAMP IN |
| | COMPLIANCE WITH2010 FBC-B 1010.6 LANDINGS. RAMPS SHALL |
| | HAVE LANDINGS AT THE BOTTOM AND TOP OF EACH RAMP, |
| | POINTS OF TURNING, ENTRANCE, EXITS AND AT DOORS AND IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, |
| | ACCESSIBILITY. LANDINGS SHALL COMPLY WITH SECTIONS |
| | 1010.6.1 THROUGH 1010.6.5. |
| | |
| | 4B) 1010.6.4 CHANGE IN DIRECTION. WHERE CHANGES IN |
| | DIRECTION OF TRAVEL OCCUR AT LANDINGS PROVIDED BETWEEN |
| | RAMP RUNS, THE LANDING SHALL BE 60 INCHES BY 60 INCHES |
| | (1524 MM BY 1524 MM) MINIMUM. |
| | |
| | 4C) THE ACCESSIBLE DOORWAY NEXT TO THE RAMP IS LOCATED |
| | 18 INCHES FROM THE BEGINNING OF THE RAMP. FBC-B |
| | 1010.6.5 DOORWAYS. WHERE DOORWAYS ARE LOCATED ADJACENT |
| | TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY |
| | ICC A117.1 ARE PERMITTED TO OVERLAP THE REQUIRED |
| | LANDING AREA. FL. ACCESSIBILITY CODE FIHURE 404.2.4.1 |
| | (H) LATCH APPROACH, PULL SIDE. |
| | |
| | 4D) THE DETAIL # 1 SHOWS A 2X4 TO BE USED AS A |
| | HANDRAIL, PLEASE SHOW COMPLIANCE WITH 2010 FBC-B 1012.3 |
| | HANDRAIL GRASPABILITY TYPE I OR TYPE II. |
| | |
| | 4E) SHEET S1 DETAIL # 3 SHOWS STAIRS WITH A HANDRAIL |
| | THIS IS TO BE AN ACCESSIBLE STAIR IN COMPLIANCE WITH |
| | 2010 FBC- 1012.6 HANDRAIL EXTENSIONS. |
| | HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING |
| | SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN |
| | ADJACENT STAIR FLIGHT OR RAMP RUN. WHERE HANDRAILS ARE |
| | NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL |
| | EXTEND HORIZONTALLY AT LEAST 12 INCHES (305 MM) BEYOND |
| | THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF |
| | ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS WHERE |
| | HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE |
| | HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING |
| | 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF |
| | RAMP RUNS. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE |
| | SAME DIRECTION OF THE STAIR FLIGHTS AT STAIRWAYS AND |
| | THE RAMP RUNS AT RAMPS. |
| | |
| | 4F) NOTE # 3 INDICATES THE LIVE LOADS AT 60 PSF, PLEASE |
| | REVIEW THE 2010 FBC-B TABLE 1607.1(35) STAIRS 100 PSF |
| | STAIRS AND EXITS. |
| | |
| | 5) NEW COMMENT SHEET S1: |
| | |
| | 5A) THE STAIRS SHOW A VERTICAL RISE OF 7 1/8 INCHES. |
| | PLEASE REFER TO SECTION 2010 FBC-B 1009.4.2 STAIR RISER |
| | HEIGHTS SHALL BE 7 INCHES (178 MM) MAXIMUM AND 4 INCHES |
| | (102 MM) MINIMUM. |
| | |
| | 5B) WITH THE FLOOR PLAN SHOWING 4 RISERS @ 7 1/8 IN. = |
| | 28 1/2 INCHES. PLEASE NOTE IF THE TOP LANDING IS AT 28 |
| | 1/2 INCHES ABOVE GRADE THE RAMP SHOULD BE 28 + FEET |
| | LONG OR PROVIDE THE ELEVATION DIFFERENCE IN GRADE FOR |
| | THE ACCESSIBLE PARKING, THE BOTTOM LANDING TOP LANDING |
| | AND THE BOTTOM OF THE STAIRS. |
| | FBC-B 1010.2 SLOPE. |
| | RAMPS USED AS PART OF A MEANS OF EGRESS SHALL HAVE A |
| | RUNNING SLOPE NOT STEEPER THAN ONE UNIT VERTICAL IN 12 |
| | UNITS HORIZONTAL (8.333-PERCENT SLOPE). THE SLOPE OF |
| | OTHER PEDESTRIAN RAMPS SHALL NOT BE STEEPER THAN ONE |
| | UNIT VERTICAL IN EIGHT UNITS HORIZONTAL (12.5-PERCENT |
| | SLOPE). |
| | |
| | 5C) THE RAMP CROSS SECTION NOR DOES THE STAIR ELEVATION |
| | PROVIDE THE HEIGHT OF THE HANDRAIL PER: |
| | 2010 FBC-B HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD |
| | NOSINGS, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE |
| | UNIFORM, NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE |
| | THAN 38 INCHES (965 MM). |
| | |
| | 5D) NOTE ONLY NO ACTION REQUIRED!!!! THE PLANS DO NOT |
| | INDICATE THE MODULAR BUILDING BEING SET 30 INCHES ABOVE |
| | GRADE, NOTE IF SO FBC-B SECTION 1013.1-3 WILL BE |
| | REQUIRED. |
| | |
| | 6) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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| | 4B) |
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