Plan Review Notes
Plan Review Notes For Permit 08050578
Permit Number 08050578
Review Stop B
Sequence Number 1
Notes
Date Text
2008-06-16 16:10:33BUILDING PLAN REVIEW
 PERMIT: 08050578
 ADD: 1641 WORTHINGTON RD
 CONT: HEDRICK BROTHERS
 TEL: (561)662-0785
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1A)INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & 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.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C)INFORMATIONAL106.1.1* W.P.B. ADMINISTRATIVE
 CODE/2004 DRAWINGS & 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. SUCH INFORMATION
 SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE
 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.
  
 1D ) INFORMATIONAL FL S S 713.13NOTICE OF
 COMMENCEMENT, TO BE FILED WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS
 AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
 VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 1E)INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE2007 SUPPLEMENTS.
  
 2) NOTE, BUILDING PROVISO: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 MAY BE REQUIRED. DEPENDING ON THE
 TIMING OF THE BUILDING C.O. IF THE GENERATORS ARE GOING
 TO BE CO'ED AT THE SAME TIME AS THE BUILDING A FLOOD
 ZONE CERTIFICATE WILL BE REQUIRED. IF THE GENERATORS
 ARE GOING TO BE FINALED AFTER THE BUILDING C.O. THEN
 EITHER A SURVEY WITH ELEVATION HEIGTH OR DESIGNER OF
 RECORD PROVIDING SITE PLAN WITH ASSCIATED SLAB
 ELEVATION. THE MINIMUM FLOOD ELEVATION THE SLAB MAY BE
 SET AT IS 13'-6" IN A "A-9" FLOOD ZONE, THIS MAY BE
 ACCOMPLISHED AT TIME OF THE FINAL.
  
 3) THERE ARE NO ARCHITECTURAL OR STRUCTURAL PLANS
 INDICATING THE SIZE OFEQUIPMENT PADS, TYPE OF
 COMPOSITION, AND CONNECTION FROM THE EQUIPMENT PAD TO
 THE GENERATOR FRAME TO RESIST THE MOMENT OF
 OVERTURNING. 1609. 1.3, ANCHORAGE AGAINST MOMENT OF
 OVERTURNING, UPLIFT AND SLIDING.
  
 4) MISSING THE WIND DESIGN DATA: 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
 BUILDING:
 1.BASIC WIND SPEED (3-SECOND GUST), MILES PER
 HOUR (KM/HR).
 2.WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
 3.WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4.THE APPLICABLE ENCLOSURE CLASSIFICATIONS
 AND, IF DESIGNING WITH ASCE 7, INTERNAL PRESSURE
 COEFFICIENT.
 5.COMPONENTS AND CLADDING. THE DESIGN WIND
 PRESSURES IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE
 SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS
 NOT SPECIFICALLY DESIGNED BY THE
 REGISTERED DESIGN PROFESSIONAL.
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 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.


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