| Date |
Text |
| 2016-08-01 08:43:20 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070909 |
| | ADD: 5112 GEORGIA AVE. |
| | CONT: TD GONE BUILDING |
| | TEL: 561-436-4047 |
| | E-MAIL; [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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. AUGUST 01/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) FOR RESIDENT INSPECTOR PROJECTS 3 SETS OF PLANS ARE |
| | REQUIRED. ONE FOR CITY RECORD RETENTION, ONE FOR THE |
| | CONTACTOR AND THE 3RD SET FOR THE RESIDENT INSPECTOR. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.1. |
| | |
| | 2) THE SHEET A100 DESIGNED BY ANGELIO DAVILA # 16639 |
| | HAS NOT SIGNED NOR SEALED THE ARCHITECTURAL PLANS. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. FL ADMIN |
| | CODE 61G16.003 ARCHITECTS. |
| | |
| | 3) NEITHER THE ARCHITECTURAL NOR STRUCTURAL SHEETS |
| | INDICATE UNDER WHICH CODES AND EDITIONS THE PLANS WERE |
| | CREATED. PLEASE NOTE ON JULY 01/2016 THE 2016 |
| | SUPPLEMENTS TO THE 5TH EDITION (2014) OF THE FLORIDA |
| | BUILDING CODE FAMILY OF CODES. |
| | |
| | 4) PLEASE PROVIDE UNDER THE 2014/ 2016 FBC- EXISTING |
| | BUILDING CODE WHICH COMPLIANCE METHODS WERE USED IN |
| | DEVELOPING THESE DRAWINGS. 2014 FBC-EXISTING BUILDING |
| | CODE SECTION 301 COMPLIANCE METHODS. 301.1. THE REPAIR, |
| | ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RELOCATION |
| | OF ALL EXISTING BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | METHODS LISTED IN SECTIONS 301.1.1 THROUGH 301.1.3 AS |
| | SELECTED BY THE APPLICANT. APPLICATION OF A METHOD |
| | SHALL BE THE SOLE BASIS FOR ASSESSING THE COMPLIANCE OF |
| | WORK PERFORMED UNDER A SINGLE PERMIT. |
| | |
| | 5) SHEET S1 DETAIL 3 & 4 BOTH SHOW THE USE OF A ROOF |
| | TOP PRESSURE TREATED 4 X 4. PLEASE NOTE PITCH PANS HAVE |
| | NOT BEEN USED IN THE CODE FOR SOME TIME NOW. PLEASE |
| | REVIEW UNDER THE 2014 FBC-B 1509.6.5 AND TABLE |
| | 1509.6.5. 1509.6.5 MECHANICAL UNITS. ROOF MOUNTED |
| | MECHANICAL UNITS SHALL BE MOUNTED ABOVE THE ROOF |
| | SURFACE, OR WHERE ROOFING MATERIALS EXTEND BENEATH THE |
| | UNIT, ON RAISED EQUIPMENT SUPPORTS PROVIDING A MINIMUM |
| | CLEARANCE HEIGHT IN ACCORDANCE WITH TABLE 1509.6.5. |
| | |
| | 6) SHEET S1 DETAIL # 3 INDICATES THE 33 INCH DUST |
| | COLLECTOR DUCT TO BE SUPPORTED BY 2 X2 X ? INCH L |
| | ANGLE. PLEASE NOTE THE PLANS DO NOT PROVIDE HOW THE |
| | ANGLE IS TO BE ANCHORED TO THE DUST COLLECTOR DUCT. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 7) THE ARCHITECTURAL PLANS ARE SILENT ABOUT THE |
| | REQUIREMENTS FOR FIRE SPRINKLERS IN THE RELOCATED DUST |
| | COLLECTOR DUCT. 2014 FBC-B 903.2.4.1 WOODWORKING |
| | OPERATIONS. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE |
| | PROVIDED THROUGHOUT ALL GROUP F-1 OCCUPANCY FIRE AREAS |
| | THAT CONTAIN WOODWORKING OPERATIONS IN EXCESS OF 2,500 |
| | SQUARE FEET (232 M2) IN AREA WHICH GENERATE FINELY |
| | DIVIDED COMBUSTIBLE WASTE OR USE FINELY DIVIDED |
| | COMBUSTIBLE MATERIALS. |
| | |
| | 8) PLEASE NOTE UNDER THE 2014 FBC-B TABLE 307.1(1) |
| | COMBUSTIBLE DUST WHEN THE MAXIMUM ALLOWABLE QUANTITIES |
| | ARE EXCEEDED THEN CLASSIFIED AS A H-2 OCCUPANCY. PLEASE |
| | SHOW HOW COMPLIANCE WILL BE ACHIEVED. |
| | |
| | 9) THERE IS NO INFORMATION AS TO THE SILOS FRAME EXCEPT |
| | FOR THE SIZE OF THE LEG W6 X 25 (VERIFY) HOW WILL THE |
| | SILO BE ATTACHED TO THE FRAME WORK. 2014 FBC-B 1604.4 |
| | ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND THEIR |
| | CONNECTIONS SHALL BE DETERMINED BY METHODS OF |
| | STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM, |
| | GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH |
| | SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY |
| | STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING |
| | EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS |
| | CHAPTER. SEE SECTION 1609 FOR WIND LOADS? |
| | |
| | 10) PLEASE INDICATE WHAT PART OF THE DUST COLLECTION |
| | SYSTEM IS EXISTING AND WHAT PART IS NEW. 2014 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. |
| | |
| | 11) 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
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