| Date |
Text |
| 2013-11-21 17:04:18 | BUILDING PLAN REVIEW |
| | PERMIT: 13110271 |
| | ADD: 1750 OKEECHOBEE ROAD |
| | CONT: THORTON & THORTON INC. |
| | TEL: (321)507-4755 |
| | |
| | 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: THURS. NOV. 21/ 2013 |
| | ACTION: DENIED |
| | |
| | 1) THERE IS A DISCREPANCY BETWEEN THE LIFE SAFETY PLAN |
| | A2.0 AND E-2: |
| | 1A) DOOR 26 REVERSE DOOR SWING |
| | |
| | 1B) DOOR # 19 REVERSE SWING |
| | |
| | 1C) L.S. SHEET A2.0 DOOR # 19 MISSING EXIT LIGHT |
| | |
| | 1D) SHOW EXITING PLAN, IT APPEARS THAT DOOR # 20 WILL |
| | BE SWINGING THE WRONG WAY WITH A OCCUPANT LOAD OF |
| | GREATER THAN 50. FBC-B 1008.1.2. |
| | |
| | 2) PRODUCT APPROVALS WERE SUBMITTED FOR STOREFRONT |
| | WINDOWS AND FOR DOORS, THE PLANS DO NOT INDICATE WHICH |
| | OF THESE ELEMENTS ARE GOING TO BE CHANGED OUT, THE |
| | PLANS ALSO DON'T PROVIDE THE WIND DESIGN CRITERIA AND |
| | PRESSURES. |
| | 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | 2..1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| | TABLE 1609.2(2) . |
| | |
| | 3) SHEET A6.0 GAURDRAIL SYSTEM PLEASE INDICATE WHERE |
| | THE 30 INCHES ABOVE GRADE STARTS, FOR THE REQUIRED |
| | GAURDRAIL PORTION OF THE SYSTEM. 1013.1, THE PLANS DO |
| | NOT INDICATE A HANDRAIL AGAINST THE WALL PER 1012.2. |
| | NOR IS THERE A HANDRAIL PORTRAYED IN THE GAURDRAIL |
| | SYSTEM. |
| | |
| | 4) SHEET A6.0 INDICATES NEW ROOFTOP UNITS THERE ARE NO |
| | STRUCTURAL SHEETS DEPICTING HOW TO TREAT THE ROOF |
| | FRAMING, NEW HOLES CUT INTO THE ROOF, NOR HOW THE NEW |
| | A/C CURBS WILL BE ATTACHED TO THE ROOFING FRAMING |
| | SYSTEM OR THE ROOF TOP UNITS ATTACHED TO THE ROOF |
| | CURBS. |
| | |
| | 7) THE PLANS DO NOT INDICATE THE ROOF HEIGHT, THIS MAY |
| | OR MAY NOT APPLY: |
| | 1509.6 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. |
| | WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE |
| | INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT |
| | EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE |
| | PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE |
| | EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO |
| | THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH |
| | ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS |
| | GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON |
| | ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN |
| | 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6 |
| | INCHES (152 MM) DEEP. |
| | |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS (488.2 KG/M2) PER SQUARE FOOT. |
| | |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24 INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS. |
| | |
| | 8) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
| | |
| | |
| | |
| | |
| | |
| | |
