Plan Review Details - Permit 16120237
Plan Review Stops For Permit 16120237
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2017-01-06 Cont ID  
Sent By jwitmer Date 2017-01-06 Time 13:07 Rev Time 0.00
Received By jwitmer Date 2016-12-14 Time 14:28 Sent To  
Notes
2016-12-14 15:44:20BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120237
 ADD: 4375 EASLEY DR./ E.C.R.W.R.F.
 CONT: TBD/ TO BE DETERMINED
 TEL: 719-238-1853 MATTHEW SCHULTZ
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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: WED. DEC. 14/2016
 ACTION: DENIED
  
 1) THE STRUCTURAL SHEETS, S1.1, S1.2, S1.3 NOR S1.4
 PROVIDE A DESIGN CRITERIA FOR THE HANDRAIL/ GUARDRAIL
 SYSTEM.
 1A) THE PLANS SHOW THE DESIGN FOR THE ANCHORING OF THE
 GUARDRAIL BUT DO NOT INDICATE TO WHAT WIND SPEED THE
 CALCULATIONS WERE DESIGNED TOO? 2014 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. 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. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 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).
  
 2) THE OTHER DESIGN CRITERIA NOT GIVEN NOR ANCHOR
 CALCULATIONS BACKING UP THE DESIGN IS THE REQUIREMENTS
 FOUND UNDER 2014 FBC-B:
  
 2A) 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS
 SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS
 PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 2B) 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS
 SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF
 200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION 4.5.1
 OF ASCE 7.
  
 2C) 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS
 (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL
 FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD
 OF 50 POUNDS (0.22 KN) IN ACCORDANCE WITH SECTION 4.5.1
 OF ASCE 7.
  
 3) 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.
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-12-13 Cont ID  
Sent By pleduc Date 2016-12-13 Time   Rev Time 0.00
Received By pleduc Date 2016-12-13 Time 15:22 Sent To B
Notes
2016-12-13 15:31:49THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS A COMMENT FOR
 CONSIDERATION ONLY:
  
  
 1) PER NFPA 101, CHAPTER 7,
  
 7.1.8* GUARDS. GUARDS IN ACCORDANCE WITH 7.2.2.4 SHALL
 BE PROVIDED AT THE OPEN SIDES OF MEANS OF EGRESS THAT
 EXCEED 30 IN. (760 MM) ABOVE THE FLOOR OR THE FINISHED
 GROUND LEVEL BELOW.
  
 7.2.2.4.5.3*
  
 7.2.2.4.5.3* OPEN GUARDS, OTHER THAN APPROVED EXISTING
 OPEN GUARDS, SHALL HAVE INTERMEDIATE RAILS OR AN
 ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 IN. (100 MM) IN
 DIAMETER IS NOT ABLE TO PASS THROUGH ANY OPENING UP TO
 A HEIGHT OF 34 IN. (865 MM), AND THE FOLLOWING ALSO
 SHALL APPLY:
 (1) THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD,
 AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A
 STAIR SHALL BE OF SUCH SIZE THAT A SPHERE 6 IN. (150
 MM) IN DIAMETER IS NOT ABLE TO PASS THROUGH THE
 TRIANGULAR OPENING.
  
 * A.7.2.2.4.5.3 VERTICAL INTERMEDIATE RAILS ARE
 PREFERRED TO REDUCE CLIMBABILITY.
  
  
 PLEASE CONSIDER REDUCING CLIMBABILITY BY INSTALLING
 VERTICAL RAILS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-01-13 Cont ID  
Sent By jroach Date 2017-01-13 Time 11:15 Rev Time 0.00
Received By jroach Date 2016-12-07 Time 11:47 Sent To  
Notes
2016-12-08 11:47:38B08
Review Stop Z ZONING
Rev No 1 Status P Date 2017-01-13 Cont ID  
Sent By jroach Date 2017-01-13 Time 11:15 Rev Time 0.00
Received By jroach Date 2017-01-13 Time 11:15 Sent To  
Notes
***NONE***


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