| Date |
Text |
| 2016-06-09 07:39:33 | BUILDING PLAN REVIEW |
| | REVISION: 16060212 |
| | PERMIT: 14090028 |
| | ADD: 525 S FLAGLER DR, COMMON FLOOR AREA |
| | CONT: URBAN DESIGN CONCEPTS |
| | TEL: (561)301-9506 |
| | |
| | 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. JUNE 09/2016 |
| | ACTION: DENIED |
| | |
| | 1) THE WIND DESIGN UNDER THE 2010 FBC-B HAS NOT BEEN |
| | PROVIDEDPLEASE NOTE THE EXPOSURE IS A EXPOSURE D. |
| | 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 POSITIVE & |
| | NEGATIVE TABLE 1609.2(2) . |
| | |
| | 2) THE S-SHEETS DOES NOT INCLUDE THE DESIGN CRITERIA |
| | UNDER SECTION 3105 OF THE FBC-B FOR RIGID FRAME |
| | STRUCTURES. |
| | |
| | 3) THE PLANS DO NOT INCLUDE CODE LANGUAGE FOR |
| | COMPLIANCE WITH: 2010 FBC-B 3105.3.1. FABRIC USED FOR |
| | AWNINGS OR FABRIC-COVERED FRAMES SHALL MEET THE FLAME |
| | PROPAGATION PERFORMANCE CRITERIA OF NFPA 701. |
| | |
| | 4) SHEET S-3 INDICATES A NEW 6 FT. TALL FRAMELESS GLASS |
| | GUARD RAIL. THE PLANS HAVE CROSS SECTION DETAILS THAT |
| | ARE NOT CLEAR AS TO HOW COMPLIANCE WITH SECTIONS LISTED |
| | BELOW ARE GOING TO BE MET: |
| | |
| | 2010FBC-B: |
| | 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. |
| | |
| | 1607.1.1CONCENTRATED LOADS. 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. |
| | |
| | 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. |
| | |
| | 2407.1.1 LOADS. THE PANELS AND THEIR SUPPORT SYSTEM |
| | SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN |
| | SECTION 1607.7. A SAFETY FACTOR OF FOUR SHALL BE USED. |
| | |
| | 2407.1.4 GLAZING IN WIND-BORNE DEBRIS REGIONS. GLAZING |
| | INSTALLED IN IN-FILL PANELS OR BALUSTERS IN WIND-BORNE |
| | DEBRIS REGIONS SHALL COMPLY WITH THE FOLLOWING: |
| | |
| | 2407.1.4.1 BALLUSTERS AND IN-FILL PANELS. GLASS |
| | INSTALLED IN EXTERIOR RAILING IN-FILL PANELS OR |
| | BALUSTERS SHALL BE LAMINATED GLASS COMPLYING WITH |
| | CATEGORY II OF CPSC 16 CFR 1201 OR CLASS A OF ANSI |
| | Z97.1. |
| | |
| | 2407.1.4.2 GLASS SUPPORTING TOP RAIL. WHEN THE TOP RAIL |
| | IS SUPPORTED BY GLASS, THE ASSEMBLY SHALL BE TESTED |
| | ACCORDING TO THE IMPACT REQUIREMENTS OF SECTION |
| | 1609.1.2. THE TOP RAIL SHALL REMAIN IN PLACE AFTER |
| | IMPACT. |
| | |
| | 5) |
