Plan Review Notes
Plan Review Notes For Permit 13020675
Permit Number 13020675
Review Stop B
Sequence Number 1
Notes
Date Text
2013-06-06 09:23:35BUILDING PLAN REVIEW
 PERMIT: 13020675
 ADD: 2015 PARKER AVE
 CONT: TBD
 TEL: (561)502-2166
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 2010 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: JUNE 06/2013
 ACTION: DENIED
 STRUCTURE SIZE 26 X 30 = 780 SQ FT
  
 1) THE SURVEY FROM MILLER LAND SURVEYING INDICATES A
 FLOOD ZONE "B". THE EXISTING ONE STORY SANCTUARY IS
 LOCATED IN A "B" FLOOD ZONE BUT LOT LOT IS SPLIT BY A
 FLOOD ZONE A9, BASE FLOOD ELEVATION OF 13.00 FT, PLUS 6
 INCH, OR 13.5' NGVD CITY CODE OF ORDINANCES MUIN CODE
 94-546. SINCE THIS IS CONSIDERED COMMECIAL PROPERTY THE
 ALTERNATIVE WOULD BE TO FLOOD PROOF 6 INCHES ABOVE THE
 BASE FLOOD ELEVATION. THE OTHER ALTERNATIVE WOULD BE TO
 MOVE THE LOCATION OF THE PROPOSED STRUCTURE TO A
 LOCATION OUT OF THE A9 FLOOD ZONE.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED AT
 TIME OF:
 1) PROPOSED ELEVATION BEFORE PERMIT ISSUANCE
 2) AFTER THE FINISH FLOOR SLAB IS POURED
 3) BEFORE THE ISSUANCE OF CERTIFICATE OF OCCUPANCY
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31,2015
  
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2012, THROUGH JULY 31/ 2015.
 THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL
 SEPTEMBER 30/ 2013. ALTHOUGH THE OLD VERSION OF THE
 FORM IS NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING
 COPIES MAY BE USED UNTIL SEPTEMBER 30/2013. ELEVATIONS
 CERTIFIED ON OR AFTER OCTOBER 1/2013, MUST BE SUBMITTED
 ON THE NEW FORM.
  
 ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW
 FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2) THE ENGINEERING SHEET FROM STEEL MASTER BUILDING
 INDICATES THE DESIGN TO CONFORM TO ASCE 7-10, THE WIND
 DESIGN CRITERIA DOES NOT INDICATE IF THE DESIGN
 PRESSURES WERE FIGURED ON A OPEN OR A ENCLOSED DESIGN
 SINCE THE ENGINEERING SHEET REFERANCES BOTH. THE PERMIT
 APPLICATION INDICATES THE END USAGE TO BE A STORAGE
 UNIT TO BE USED FOR THE CHURCH, AGAIN THE ENGINEERING
 FOR THIS STRUCTURE INDICATES THE DESIGN CATEGORY TO BE
 USED AS A AGRICULTURAL BUILDING PLEASE CLARIFY
 DISCREPANCIES. IF END WALLS ARE TO BE PROVIDED AS PART
 OF THE DESIGN PLEASE PROVIDE DETAILS.
  
 2010 WEST PALM BEACH ADMINISTRATIVE CODE 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
  
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 2.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
 TABLE 1609.2(2) .
  
 3) DESIGNER OF RECORD TO DECLARE OCCUPANCY TYPE FOR THE
 STRUCTURE, STORAGE OR UTILITY? 2010 FBC-B 302.1(9-10).
  
 4) FBC-B 1803.5.2/ 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
 1803.6 REPORTING.
 WHERE GEOTECHNICAL INVESTIGATIONS ARE REQUIRED, A
 WRITTEN REPORT OF THE INVESTIGATIONS SHALL BE SUBMITTED
 TO THE BUILDING OFFICIAL BY THE OWNER OR AUTHORIZED
 AGENT AT THE TIME OF PERMIT APPLICATION. THIS
 GEOTECHNICAL REPORT SHALL INCLUDE, BUT NEED NOT BE
 LIMITED TO, THE FOLLOWING INFORMATION:
 1. A PLOT SHOWING THE LOCATION OF THE SOIL
 INVESTIGATIONS.
 2. A COMPLETE RECORD OF THE SOIL BORING AND PENETRATION
 TEST LOGS AND SOIL SAMPLES.
 3. A RECORD OF THE SOIL PROFILE.
 4. ELEVATION OF THE WATER TABLE, IF ENCOUNTERED.
 5. RECOMMENDATIONS FOR FOUNDATION TYPE AND DESIGN
 CRITERIA, INCLUDING BUT NOT LIMITED TO: BEARING
 CAPACITY OF NATURAL OR COMPACTED SOIL; PROVISIONS TO
 MITIGATE THE EFFECTS OF EXPANSIVE SOILS; MITIGATION OF
 THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL SETTLEMENT
 AND VARYING SOIL STRENGTH; AND THE EFFECTS OF ADJACENT
 LOADS.
 6. EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT.
 7. DEEP FOUNDATION INFORMATION IN ACCORDANCE WITH
 SECTION 1803.5.5.
 8. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR
 FOUNDATIONS OF STRUCTURES FOUNDED ON EXPANSIVE SOILS,
 AS NECESSARY.
 9. COMPACTED FILL MATERIAL PROPERTIES AND TESTING IN
 ACCORDANCE WITH SECTION 1803.5.8.
  
 5) PLEASE PROVIDE COMPLIANCE WITH: 2010 FBC-B 1816.1
 TERMITE PROTECTION.
 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
 TERMITICIDES, INCLUDING SOIL-APPLIED PESTICIDES,
 BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR
 OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
 FOR USE AS A PREVENTATIVE TREATMENT TO NEW
 CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE.
 UPON COMPLETION OF THE APPLICATION OF THE TERMITE
 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL
 BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
 STATEMENT: ?THE BUILDING HAS RECEIVED A COMPLETE
 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
 AND CONSUMER SERVICES.?
  
 6) THE PERMIT APPLICATION INDICATES THE USAGE FOR THIS
 BUILDING IS TO BE STORAGE WHICH ASSUMED TO HAVE END
 WALLS, REQUIRING A SWING DOOR FOR EGRESS INTO THE UNIT.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) WALL LOUVERS
  
 7) 2010 FBC-B 1203.4 NATURAL VENTILATION.
 NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE
 THROUGH WINDOWS, DOORS, LOUVERS OR OTHER OPENINGS TO
 THE OUTDOORS. THE OPERATING MECHANISM FOR SUCH OPENINGS
 SHALL BE PROVIDED WITH READY ACCESS SO THAT THE
 OPENINGS ARE READILY CONTROLLABLE BY THE BUILDING
 OCCUPANTS.
  
 1203.4.1 VENTILATION AREA REQUIRED.
 THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4
 PERCENT OF THE FLOOR AREA BEING VENTILATED.
  
 7) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  


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