Plan Review Notes
Plan Review Notes For Permit 06010576
Permit Number 06010576
Review Stop B
Sequence Number 4
Notes
Date Text
2006-08-24 00:00:00PERMIT: 06010576
 ADD: 1920 WEKIVA WAY
 CONT: ANDERSON- MOORE CONSTRUCTION
 TEL: (561)662-1819
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 4TH REVIEW
 ACTION: DENIED
 ---IMPORTANT NOTICE---
 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.
  
  
  
 1)THENOC HAS NOT BEEN FILED WITH THE
 CLERK OF THE COURT (RECORDED).
 FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 2)THE LANDSCAPE ARCITECT HAS NOT
 SIGNED NOR SEALED ANY PLANS.
 SITE PLAN & REGULATING PLAN IN ALL
 SETS ARE NOT SIGNED NOR SEALED.
 PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 5) LIGHT POLES NOW HAVE SIGNED AND
 SEALED COVER LETTER ONLYFROM AN
 ENGINEER. INSIDE THE REPORT BOOK 1 HAS
 DOCUMENTATION FOR 34' LIGHT POLES
 WHEREAS BOOK 2 & 3 HAVE INFORMATION FOR
 28' POLES.
 E-2 INDICATES SEE LIGHT POLE SCHEDULE
 BUT THERE IS NO SCHEDULE FOR HEIGHT OF
 LIGHT POLES ONLY LIGHT FIXTURES. PLEASE
 PROVIDE ON E-2 THE HEIGTH OF POLE AND
 PROVIDE (3) SETS OF DOCUMENTS COMPLYING
 WITH 140 MPH, 3 SECOND GUST.
  
 FLORIDA ADMINISTRATIVE CODE
 61G15-23.002(2)
 A COVER OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT
 SHEET MUST BE SIGNED AND SEALED AND THE
 DATED BY THOSE ENGINEERS IN RESPONSIBLE
 CHARGE OF THE PRODUCTION AND PREPARATION
 OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT
 INFORMATION ON THE COVER SHEET OR INDEX
 SO THAT THE USER WILL BE AWARE OF EACH
 PORTION OF THE SPECIFICATIONS FOR WHICH
 EACH PROFESSIONAL ENGINEEER IS
 RESPONSIBLE.
  
 PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 ---BUILDING PROVISOS---
 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSELY IMPACT THE CONDITION
 OF ADJACENT PROPERTY, UNLESS SUCH
 ACTIVITY IS PERMITTED TO AFFECT SAID
 PROPERTY PURSUANT TO A CONSENT BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS &
 CONDITIONS AGREEABLE TO THE APPLICABLE
 PROPERTY OWNER.THIS INCLUDES BUT IS NOT
 LIMITED TO THE CONTROL OF DUST, NOISE,
 WATER OR DRAINAGE RUN-OFF, DEBRIS, AND
 THE STORAGE OF CONSTRUCTION MATERIALS.
 NEW CONSTRUCTION ACTIVITY SHALL NOT
 ADVERSELY IMPACT HISTORIC SURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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