Plan Review Notes
Plan Review Notes For Permit 08120380
Permit Number 08120380
Review Stop B
Sequence Number 1
Notes
Date Text
2008-12-23 09:09:15PROJECT: 2800 GEORGIA AVENUE/GREEN TERRACE APARTMENTS
  
 PROJECT DETAIL: REPAIR/REBUILD BALCONIES
  
 CODE REVIEW:
  
 2004 FLORIDA RESIDENTIAL BUILDING CODE
 2004 FLORIDA EXISTING BUILDING CODE
 2004 FLORIDA BUILDING CODE
  
 STATUS: FAILED
  
 PLAN REVIEW COMMENTS:
  
  
 PERFORMED A PRELIMINARY INSPECTION OF SOME OF THE
 RE-BUILT BALCONIES.
  
 1) PLEASE INDICATE THE BUILDING AND UNIT NUMBERS OF THE
 BALCONIES THAT ARE TO BE REPAIRED/RE-BUILT.
  
 2) PLEASE SUBMIT WIND, LIVE, AND DEAD LOAD CALCULATIONS
 FOR THE RE-CONSTRUCTION OF THE APPLICABLE BALCONIES:
  
 407.3.1 NEW STRUCTURAL FRAME MEMBERS.
  
 NEW STRUCTURAL FRAME MEMBERS USED IN THE REPAIR OF
 DAMAGED BUILDINGS, INCLUDING ANCHORAGE AND CONNECTIONS,
 SHALL COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING.
  
 1603.1 GENERAL.
 CONSTRUCTION DOCUMENTS SHALL SHOW THE SIZE, SECTION AND
 RELATIVE LOCATIONS OF STRUCTURAL MEMBERS WITH FLOOR
 LEVELS, COLUMN CENTERS AND OFFSETS FULLY DIMENSIONED.
 THE DESIGN LOADS AND OTHER INFORMATION PERTINENT TO THE
 STRUCTURAL DESIGN REQUIRED BY SECTIONS 1603.1.1 THROUGH
 1603.1.8 SHALL BE CLEARLY INDICATED ON THE CONSTRUCTION
 DOCUMENTS FOR PARTS OF THE BUILDING OR STRUCTURE.
  
 1603.1.1 FLOOR LIVE LOAD.
 THE UNIFORMLY DISTRIBUTED, CONCENTRATED AND IMPACT
 FLOOR LIVE LOAD USED IN THE DESIGN SHALL BE INDICATED
 FOR FLOOR AREAS. LIVE LOAD REDUCTION OF THE UNIFORMLY
 DISTRIBUTED FLOOR LIVE LOADS, IF USED IN THE DESIGN,
 SHALL BE INDICATED.
  
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2. WIND IMPORTANCE FACTOR, IW, AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M2) TO BE USED FOR THE SELECTION OF
 EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
 1609.1 APPLICATIONS.
 BUILDINGS, STRUCTURES AND PARTS THEREOF SHALL BE
 DESIGNED TO WITHSTAND THE MINIMUM WIND LOADS PRESCRIBED
 HEREIN. DECREASES IN WIND LOADS SHALL NOT BE MADE FOR
 THE EFFECT OF SHIELDING BY OTHER STRUCTURES.
  
  
 3) PLEASE SUBMIT PRODUCT APPROVALS FOR THE INDICATED
 SIMPSON HANGERS:
  
 9B-72.005 SCOPE.
 (1) PRODUCTS IN THE FOLLOWING CATEGORIES AS DEFINED BY
 SUBCATEGORIES OF SUBSECTION 9B-72.010(31), F.A.C.,
 SHALL BE AVAILABLE FOR
 APPROVAL BY THE COMMISSION PURSUANT TO RULE 9B-72.090,
 F.A.C., FOR USE IN THE STATE:
 (A) PANEL WALLS;
 (B) EXTERIOR DOORS;
 (C) ROOFING PRODUCTS;
 (D) SKYLIGHTS;
 (E) WINDOWS;
 (F) SHUTTERS; AND
 (G) STRUCTURAL COMPONENTS.
 (2) THIS RULE APPLIES TO APPROVAL OF PRODUCTS AND
 SYSTEMS, WHICH COMPRISE THE BUILDING ENVELOPE AND
 STRUCTURAL FRAME, FOR
 COMPLIANCE WITH THE STRUCTURAL REQUIREMENTS OF THE
 FLORIDA BUILDING CODE.
 SPECIFIC AUTHORITY 553.842(1) FS. LAW IMPLEMENTED
 553.842(5) FS. HISTORY?NEW 11-22-06.
  
 4.) REQUIRE A NOTICE OF COMMENCEMENT AS PER THE
 FOLLOWING:
  
 FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED WITH
 THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE WORK
 DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT ACTUALLY
 COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF,
 SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) THE POSTING
 OF THE NOTICE OF COMMENCEMENT AT THE CONSTRUCTION SITE
 BEFORE THE FIRST INSPECTION.
  
  
  
 PLAN REVIEW: KEN CONRAD
 PHONE: 561.805.6666
 E-MAIL: KCONRAD @WPB.ORG
  
  


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