Plan Review Notes
Plan Review Notes For Permit 11080026
Permit Number 11080026
Review Stop B
Sequence Number 2
Notes
Date Text
2011-09-06 11:01:25BUILDING PLAN REVIEW
 PERMIT: 11080026
 ADD: 1901 N FLAGLER DR
 CONT: IBIS BUILDING CORP.
 TEL: (561)307-4934
  
 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2007 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.
  
 BUILDING PROVISO:
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
 1) THIS LOT IS LOCATED IN A A-5 FLOOD ZONE WHICH WILL
 REQUIRE A MINIMUM FINISH FLOOR HEIGHT OF 7.5 FEET NGVD.
 WEST PALM BEACH MUNI CODE 94-546.
 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.
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 MARCH 31, 2012.
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE MARCH 16, 2009, THROUGH MARCH 31, 2012.
 THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL
 MARCH 31, 2010. ALTHOUGH THE OLD VERSION OF THE FORM IS
 NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING COPIES
 MAY BE USED UNTIL MARCH 31, 2010. ELEVATIONS CERTIFIED
 ON OR AFTER APRIL 1, 2010, 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) SOILS REPORT DUE AT FOUNDATION/ FOOTING INSPECTION.
 FOUNDATIONS NOTE# 1 BOTH MAKE REFERENCE TO SOILS
 REPORTS FOR THE SAFE MINIMUM BEARING VALUE. PLEASE
 PROVIDE 2 ORIGINAL SIGNED AND SEALED DOCUMENTS.1802.2.1
 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING POWER 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 REQUIRE THAT THE NECESSARY
 INVESTIGATION BE MADE. SUCH INVESTIGATION SHALL COMPLY
 WITH THE PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .
  
 3) ) NOTE, ON THE KITCHEN ADDITION FOOTING F20.12 THE
 DEPTH OF FOOTING SHEET S-2.1 FOUNDATION NOTE # 5 TOP OF
 FOOTING SHALL BE 16 INCHES BELOW GRADE EXTERIOR FINISH
 GRADE. THIS PLAN INDICATES THE CLOSENESS ( 10600475
 PARKING LOT PERMIT) OF THE CONCRETE GREASE TRAP ON THE
 WEST SIDE OF THE KITCHEN ADDITION. 2007/09 FBC-B
 1805.3.1. WHERE THE EXISTING SLOPE IS STEEPER THAN ONE
 UNIT VERTICAL IN ONE UNIT HORIZONTAL (100-PERCENT
 SLOPE), THE TOE OF THE SLOPE SHALL BE ASSUMED TO BE AT
 THE INTERSECTION OF A HORIZONTAL PLANE DRAWN FROM THE
 TOP OF THE FOUNDATION AND A PLANE DRAWN TANGENT TO THE
 SLOPE AT AN ANGLE OF 45 DEGREES TO THE HORIZONTAL.
  
 4.) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
 REPORTS ARE AS FOLLOWS:
 4A) EXTERIOR DOORS- WILL REQUIRE STORM SHUTTERS NOA #
 06-0818.02 - MISSILE IMPACT RATING-NONE
  
 4B) ROOFING ASSEMBLIES NOA 11-0126.05 PAGE 9 OF 38 SBS
 STEEL INSULATED, LIMITATION# 7, -60 MAXIMUM DESIGN
 PRESSURE, LIMITATION # 7. WILL REQUIRE ENHANCED
 FASTENING!!!
  
 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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