Plan Review Notes
Plan Review Notes For Permit 17071006
Permit Number 17071006
Review Stop B
Sequence Number 2
Notes
Date Text
2017-10-30 06:49:482014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17071006
 ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION
 FACILITY
 PROCESS WATER SYSTEM PROJECT
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-835-7406
 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.
  
 2ND REVIEW
 DATE: MON. OCT.30/2017
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS.. SHEET S-PWS-10 SHOWS A
 SECTION 1 SHOWS SECONDARY EFFLUENT TRANSFER PUMP
 STATION. NOTE 2 OF THIS PAGE INDICATES SEE DRILL
 LOCATION AND ELEVATION ON M DRAWINGS. M-PWS-10 SHOWS A
 SECTION B GIVING THE CENTERLINE OF THE PIPE AND
 ASSOCIATED HOLE AT AN ELEVATION 4.25. FINISH GRADE IS
 AT 25.00. PLEASE PROVIDE
 WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME
 GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE
 DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE
 GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME
 ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY
 GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE.
  
 2A) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS.
 FBC-B 1804.1 EXCAVATION NEAR FOUNDATIONS. EXCAVATION
 FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM
 ANY FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING
 THE FOUNDATION AGAINST SETTLEMENT OR LATERAL
 TRANSLATION.
  
 2B) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS. FBC-B 1805.1.3
 GROUND-WATER CONTROL. THE DESIGN OF THE SYSTEM TO LOWER
 THE GROUND-WATER TABLE SHALL BE BASED ON ACCEPTED
 PRINCIPLES OF ENGINEERING THAT SHALL CONSIDER, BUT NOT
 NECESSARILY BE LIMITED TO, PERMEABILITY OF THE SOIL,
 RATE AT WHICH WATER ENTERS THE DRAINAGE SYSTEM, RATED
 CAPACITY OF PUMPS, HEAD AGAINST WHICH PUMPS ARE TO
 OPERATE AND THE RATED CAPACITY OF THE DISPOSAL AREA OF
 THE SYSTEM.
  
 2C) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS. THE PLANS ARE SILENT AS
 TO HOW THE GROUND IS TO BE HELD BACK WHEN THE WORK AREA
 WILL BE BELOW 4.25 FT. NGVD. WILL THE USE OF DRIVEN
 SHEET PILE BE USED IN THIS TYPE OF APPLICATION, TO HELP
 HOLD BACK WATER AND SOILS FROM LATERAL MOVEMENT, IF SO
 HOW MUCH TOE IS TO BE REQUIRED TO MAINTAIN SOILS
 SATIABILITY? 1810.3.1.4 DRIVEN PILES. DRIVEN PILES
 SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH
 ACCEPTED ENGINEERING PRACTICE TO RESIST ALL STRESSES
 INDUCED BY HANDLING, DRIVING AND SERVICE LOADS.
  
 2D) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP
 DRAWINGS. THE ISSUE WITH THE AMOUNT OF EARTH TO BE
 REMOVED, THE LOCATION OF THE SURCHARGE IN RELATION TO
 THE EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2
 SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE
 PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS
 SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING
 THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  


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