| Date |
Text |
| 2014-02-13 10:31:13 | BUILDING PLAN REVIEW |
| | REVISION: 14020364 |
| | PERMIT: 13110085 |
| | ADD: 532 E. LAKEWOOD |
| | CONT: ROBERT A. TURSO |
| | TEL: (561)358-4246 |
| | |
| | 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. FEB. 13/2014 |
| | ACTION: DENIED |
| | |
| | 1) NEW WINDOWS, MISSING THE WIND DESIGN CRITERIA: |
| | |
| | 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 |
| | 1.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 1.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 1.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 1.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 1.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| | TABLE 1609.2(2) . |
| | |
| | |
| | 2) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.41 COMPONENTS & CLADDING, FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) |
| | SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT |
| | WILL REQUIRE PRODUCT APPROVALS: (31)(B) WINDOWS (2) |
| | COPIES |
| | IDENITIFY (CIRCLE) THE SIZE OF FRAME, TYPE OF GLASS TO |
| | BE INSTALLED AND PRESSURES. |
| | |
| | |
| | 3) NEW STAIRS, W/ HANDRAIL & GAURDRAIL SYSTEM. |
| | 3A) 2010 FBC-B PROVIDE THE DESIGN LOAD FOR NEW EXTERIOR |
| | STAIR TABLE 1607.1 (35). |
| | 3B) 1607.7.1 HANDRAILS AND GUARDS. |
| | HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD |
| | OF 50 POUNDS PER LINEAR FOOT (PLF) (0.73 KN/M) APPLIED |
| | IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD |
| | THROUGH THE SUPPORTS TO THE STRUCTURE. GLASS HANDRAIL |
| | ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION |
| | 2407. |
| | |
| | EXCEPTIONS: |
| | |
| | 1. FOR ONE- AND TWO-FAMILY DWELLINGS, ONLY THE SINGLE |
| | CONCENTRATED LOAD REQUIRED BY SECTION 1607.7.1.1 SHALL |
| | BE APPLIED. |
| | |
| | 2. IN GROUP I-3, F, H AND S OCCUPANCIES, FOR AREAS THAT |
| | ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND THAT HAVE |
| | AN OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL |
| | BE 20 POUNDS PER FOOT (0.29 KN/M). |
| | |
| | 1607.7.1.1 CONCENTRATED LOAD. |
| | HANDRAILS AND GUARDS SHALL BE ABLE TO RESIST A SINGLE |
| | CONCENTRATED LOAD OF 200 POUNDS (0.89 KN), APPLIED IN |
| | ANY DIRECTION AT ANY POINT ALONG THE TOP, AND TO |
| | TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE |
| | STRUCTURE. THIS LOAD NEED NOT BE ASSUMED TO ACT |
| | CONCURRENTLY WITH THE LOADS SPECIFIED IN SECTION |
| | 1607.7.1. |
| | |
| | 1607.7.1.2 COMPONENTS. |
| | INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), |
| | BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO |
| | WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 |
| | POUNDS (0.22 KN) ON AN AREA EQUAL TO 1 SQUARE FOOT |
| | (0.0929 M2), INCLUDING OPENINGS AND SPACE BETWEEN |
| | RAILS. REACTIONS DUE TO THIS LOADING ARE NOT REQUIRED |
| | TO BE SUPERIMPOSED WITH THOSE OF SECTION 1607.7.1 OR |
| | 1607.7.1.1. |
| | |
| | 3C) 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. |
| | |
| | 3D) 1013.3 OPENING LIMITATIONS. |
| | REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW |
| | PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER FROM |
| | THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. THE |
| | HIGH VELOCITY HURRICANE ZONE SHALL COMPLY WITH SECTIONS |
| | 1618.4.3 AND 1618.4.4. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
