Plan Review Notes
Plan Review Notes For Permit 16030842
Permit Number 16030842
Review Stop B
Sequence Number 1
Notes
Date Text
2016-04-01 10:09:251ST REVIEW: FBC 2014 5TH ED
 CHRISTOPHER S. THROOP, C.B.O.
 BLDG. PLANS EXAMINER ? PX3169
 (561) 805-6718
 [email protected]
  
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
  
 1. PROVIDE SITE PLAN INDICATIING LOCATION OF WORK.
 2. IDENTIFY TYPE OF BLDG. AND OCCUPANCY.
 3. IDENTIFY TYPE OF CONSTRUCTION.
 4. STATE GOVERNING CODES.
 5. PROVIDE ROOF FRAMING PLAN.
 6. PROVIDE PRODUCT APPROVALS FOR PROPOSED ROOF SYSTEM.
 7. PROVIDE WIND SPEED DESIGN LOAD CALC'S.
 8. OWNER AND CONTRACTOR TO SIGN APPLICATION.
 9. NOTICE OF COMMENCEMENT REQUIRED.
  
 FBC 107.3.5.3 ? PROVIDE A SITE PLAN TO DEMONSTRATE
 SETBACKS AND BUILDING SEPARATION.
  
 FBC 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING
 OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA
 AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION
 PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL
 FENESTRATION PENETRATIONS; FLASHING; AND ROUGH OPENING
 DIMENSIONS; AND ALL EXTERIOR ELEVATIONS:
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY
 FAC RULE 9N-3 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD. SPECIFICALLY, PROVIDE ROOFING,
 WINDOW, AND DOOR SUBMITTALS.
  
 FBC 107.3.5.1.1(8) - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-CHAPTER 16
 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
 STRUCTURE:
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 FBC EXISTING BUILDINGS - 611.1.1 - NOT MORE THAN 25
 PERCENT OF THE TOTAL ROOF AREA OR ROOF SECTION OF ANY
 EXISTING BUILDING OR STRUCTURE SHALL BE REPAIRED,
 REPLACED OR RECOVERED IN ANY 12 MONTH PERIOD UNLESS THE
 ENTIRE ROOFING SYSTEM OR ROOF SECTION CONFORMS TO
 REQUIREMENTS OF THIS CODE.
  
 PER THE MINIMUM PLAN REVIEW REQUIREMENTS FOUND IN FBC
 107, YOU MUST DECLARE THE CODE REFERENCE AND LEVEL OF
 WORK. FOR YOUR CONVENIENCE, THE APPLICABLE CODE IS: THE
 FBC 2014 5TH ED EXISTING BUILDING. IT SEEMS THE LEVEL
 OF WORK IS EITHER A REPAIR OR MORE LIKELY AN ALTERATION
 LEVEL I. PLEASE SEE SECTIONS 502 & 503 BELOW SO YOU MAY
 MAKE A DETERMINATION.
 SECTION 502 REPAIRS
  
 PLEASE ALSO INDICATE THE OCCUPANCY CLASSIFICATION AND
 TYPE OF CONSTRUCTION OF THE BUILDING AS DEFINED IN FBC
 CHAPTERS 3 & 6.
  
  
  
  
  


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