Plan Review Notes
Plan Review Notes For Permit 18100677
Permit Number 18100677
Review Stop B
Sequence Number 1
Notes
Date Text
2018-11-21 09:10:232017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18100677
 ADD: 3901 S FLAGLER DR. SUITE: 401
 CONT: PM WRIGHT CONSTRUCTION (CBC058843)
 TEL: 561-863-5088
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. NOV. 21/2018
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION AND FLOOR PLAN A-1 BOTH
 INDICATE THE REMOVAL AND INSTALLATION OF A NEW EXTERIOR
 DOOR AND FRAME. THE PLANS ARE SILENT AS TO THE BUILDING
 HEIGHT, NOR DOES THE PLANS SHOW THIS UNIT IN REGARDS TO
 THE OVERALL FLOOR PLAN FOR THE BUILDING. THIS BUILDING
 IS A 10 STORY HIGH-RISE AND THE BUILDING (TENANT UNIT)
 MAYBE LOCATED IN EXPOSURE D. WE NEED THE FLOORPLAN OF
 THE BUILDING IDENTIFYING THE UNIT TO SEE IF THE
 LOCATION WILL BE EXPOSURE D AND TO SEE IF THE DOOR IS
 LOCATED IN A WALL ZONE 5.
  
 SINCE THIS IS A 10 STORY HIGH-RISE THE WIND LOADS ON
 EVERY BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH
 CHAPTER 30 OF ASCE7-10. THE PRESSURES WILL NEED TO BE
 CALCULATED BY A STRUCTURAL ENGINEER, NOT THE
 CONTRACTOR.
  
 PLEASE SHOW COMPLIANCE WITH: 2017 FBC-B 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:
  
 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 1.2. RISK CATEGORY.
  
 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  
  
  
  
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved