Plan Review Details - Permit 17020005
Plan Review Stops For Permit 17020005
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-02-10 Cont ID  
Sent By cthroop Date 2017-02-10 Time 11:01 Rev Time 0.00
Received By cthroop Date 2017-02-10 Time 11:01 Sent To  
Notes
2017-02-10 11:05:36BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. PROVIDE ATTACHMENT DETAIL WITH EXISTING WALL TYPE
 AND FASTENER SCHEDULE.
 2. PROVIDE DESIGN WIND LOADS.
 3. THE INDIVIDUAL TAKING RESPONSIBILITY SHALL PROVIDE
 THEIR PRINTED NAME AND SIGNATURE ON THE SUBMITTED PLANS
 AND SUPPORTING DOCUMENTS PER FBC 107.
  
 FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL.
 SUCH DRAWINGS AND SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO
 THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
  
 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-107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN.
  

Review Stop E ELECTRICAL
Rev No 1 Status N Date 2017-02-03 Cont ID  
Sent By vperez Date 2017-02-03 Time 09:44 Rev Time 0.00
Received By vperez Date 2017-02-03 Time 09:44 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-02-10 Cont ID  
Sent By cthroop Date 2017-02-10 Time 11:01 Rev Time 0.00
Received By cthroop Date 2017-02-01 Time 10:05 Sent To  
Notes
2017-02-02 10:05:51ROUTED TO ZONING

Review Stop Z ZONING
Rev No 1 Status P Date 2017-02-02 Cont ID  
Sent By njwira Date 2017-02-02 Time 17:19 Rev Time 0.00
Received By njwira Date 2017-02-02 Time 13:24 Sent To B
Notes
2017-02-02 17:21:262/2/17- PASSED
  
 NEIGHBORHOOD COMMERCIAL
 PEDESTRIAN BLADE SIGN
  
 SIGN PROJECTS 48IN. MEETING 48IN. LIMIT
 SIGN HEIGHT IS 26IN. MEETING 36IN. LIMIT
 ONE BLADE SIGN MEETS ONE SIGN LIMIT
 MEETS 8FT. CLEARENCE
 NON-ILLUMINATED
  
 PLEASE CONTACT
 NATHAN WIRA
 [email protected]
 (561)822-1442
  


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