Plan Review Notes
Plan Review Notes For Permit 05091686
Permit Number 05091686
Review Stop B
Sequence Number 2
Notes
Date Text
2007-02-06 17:12:38BUILDING PLAN REVIEW
 PERMIT: 05091686
 ADD: XXX N. CONGRESS/ W EXECUTIVE CENTER DR
 CONT: CONTRAVEST BUILDERS
 TEL: (407)509-2174
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 COURTNEY LAKES APARTMENTS, LLC
  
 2NDREVIEW
 ACTION: DENIED
  
 --- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
 NOTE NOC WILL BE NULL & VOID 90 DAYS
 AFTER RECORDING AT THE CLERK OF THE
 COURTS OFFICE IF WORK HAS NOT STARTED.
 FL S S 713.13(2).
  
 2)THIS COMMENT WAS PARTIALLY SATISFIED, FOR THE WHOLE
 OF THE PROJECT (3 BUILDINGS)
 THREE SIGNED & SEALED REPORTS WERE SUBMITTED TO THE
 CITY. THIS WILL SATISFY THE REQUIREMENT
 TO HAVE (1 ) REPORT WITH EACH PERMIT OR BUILDING. THE
 NEED STILL ARISES TO HAVE AT LEAST ONE SIGNED/ SEALED
 ORIGINAL FOR THE CONTRACTOR AS WELL AS THE THRESHOLD
 INSPECTOR.
 AN ADDTIONAL 2 ORIGINAL SOILS REPORTS SIGNED & SEALED
 SHALL BE REQUIRED.
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING
  
 3-4)COMPLIED.
  
 5)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.
  
 6) THE SUBMITTED THRESHOLD INSPECTION PLANS HAVE
 PHOTO-COPIED SIGNATURES, THE SIGNED
 THRESHOLD INSPECTION PLANS ARE TO BE ORIGINAL
 SIGNATURES WITH RAISED SEAL.
 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
  
 FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 7) 2ND REQUEST, THIS WILL REMAIN A COMMENT UNTIL
 COMPLIANCE,
 WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 8) COMPLIED.
  
 9A) 2ND REQUEST, CONTACT LILI URSA FOR ADDRESSING
 REQUIREMENTS@ (561)822-1239.
  
 9B) 2ND REQUEST, PLEASE PROVIDE A COPY OF THE NEW PLAT,
 THE LOT HAS BEEN SUBDIVIDED.
  
 9C) 2ND REQUEST, ON ALL (3) PERMIT APPLICATIONS CORRECT
 THE PROPERTY CONTROL NUMBER TO THE NEW LOT.
  
 9D) 2ND REQUEST, PROVIDE A SITE PLAN WITH LOCATION OF
 THE PROPOSED STRUCTURES WITH DIMENSIONS FOR TABLE 600
 ISSUES.
 GNA2.01 HAS NO DIMENSIONS, AND THERE ARE NO CIVIL PLANS
 IN THIS SET. THIS IS A STAND ALONE PERMIT AND WILL
 REQUIRE
 THIS INFORMATION BEFORE A PERMIT CAN BE ISSUED.
  
 10A-G ) COMPLIED.
  
 11 A-B) COMPLIED.
  
 12) SITE PLAN A2.01
 NEW COMMENT THAT DEALS WITH THE OVER ALL PARKING SPACES
 AND THE REQUIRED NUMBER OF ACCESSIBLE SPACES. THE PLANS
 INDICATE A TOTAL OF 912 SPACES WHERE AS IT APPEARS TO
 BE 1008 PARKING SPACES IF THIS IS TRUE THE REQUIRED
 NUMBER OF ACCESSIBLE SPACES WOULD BE 21.
 CHAPTER 11 PARTB- 4PARKING AND PASSENGER
 LOADING:ACCESSIBLE PARKING ON A ROUTE ACCESSIBLE TO
 WHEELCHAIRS FOR AT LEAST 2% OF THE COVERED DWELLING
 UNITS: ACCESSIBLE VISITOR PARKING SUFFICIENT TO PROVIDE
 ACCESS TO GRADE LEVEL ENTRANCES OF COVERED MULTIFAMILY
 DWELLINGS; AND ACCESSIBLE PARKING AT FACILITIES (E.G.,
 SWIMMING POOLS) THAT SERVE ACCESSIBLE BUILDINGS.
  
 12A) BLDG# 2 SHEET A5.30 THE ACCESSIBLE PARKING SPACE
 DOES INDICATE THE ACCESS AISLE NOW BUT COLUMN LINE C-8
 DOESN,T LEAVE OR SHOW A 36" ACCESSIBLE PATH TO THE
 ELEVATOR.
 NOTE IF COLUMN C-8 IS< 24" THAN THE
 ACCESSIBLE ROUTE COULD BE 32".ANSI A117.1-98TABLE
 403.5.
  
 12B) 2ND REQUEST, ACCESSIBLE ROUTE,
 FAIR HOUSING ACT AT LEAST ONE ACCESSIBLE ROUTE SHALL
 BE
 PROVIDED WITHIN THE BOUNDARY OF THE SITE
 FROM PUBLIC TRANSPORTATION STOPS,
 ACCESSIBLE PARKING SPACES, PASSENGER
 LOADING ZONES IF PROVIDED, AND PUBLIC
 STREETS OR SIDEWALKS, TO AN ACCESSIBLE
 BUILDING ENTRANCE.
 RESPONSE THAT THE CIVIL ENGINEER IS TO RESPOND?
  
 12B)(1) PLEASE PROVIDE INFORMATION WHICH ACCESSIBLE
 PARKING SPACES WILL BE THE VAN ACCESSIBLE SPACES?
 CHAPTER 11 PART B ANSI A117-1 502.5 PARKING SPACESFOR
 VANS SHALL HAVE A VERTICAL CLEARENCE OF 98" MINIMUM AT
 THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO.
  
 12B)(2) PLEASE PROVIDE SIGNAGE FOR ALL ACCESSIBLE
 PARKING SPACES . CHAPTER 11 PART B ANSI A117.1502.6.
  
 12C) 2ND REVIEW, THE SITE PLAN DOES NOT PROVIDE ANY
 INFORMATION AS TO CURB CUTS, PEDESTRIAN CROSS WALKS,
 ETC.
  
 13) SHEET A5.30
  
 13A) THE PLANS NOW DO SHOW DOOR IDENTIFICATION AND
 RATINGS WITH THE EXCEPTION OF THE ENTRY DOORS TO THE
 INDIVIDUAL UNITS NOR THE ELEVATOR MACHINE ROOM
 DOORSHEET A5.31 .
 SEE A9.01 DOOR SCHEDULE
  
 13B)COMPLIED.
  
 13C-F) COMPLIED.
  
 14) SHEETA5.31:
  
 14A)COMPLIED.
  
 14B) THE CORRIDOR COMMON TO THE 2ND FLOOR THROUGH TO
 THE 5TH FLOOR DOES NOT PROVIDE A CUT SECTION THROUGH
 THE WALL OR IS THERE ANY WALL TAGS IDENTIFYING THE FIRE
 RATING OF THIS WALL.
 THE ENDS OF THE CORRIDOR DO HAVE 50% OPENINGS MEETING
 THE REQUIEMENTS OF 1014.1.1. BUT NO MENTION OF WALL OR
 DOOR RATINGS TO THE INDIVIDUAL UNITS.TABLE 704.2.4 THE
 SECOND ISSUE IS THE FIRE SPRINKLER PLANS DO NOT
 INDICATE ANY HEADS CEILING OR WALL MOUNT FOR THIS SAME
 REGION?
  
 15-16) COMPLIED.
  
 17) 2ND REQUEST,PRODUCT APPROVALS SUBMITTED
 WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 18) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) OPEABLE WINDOWS
 FL 3485TRACO TR-6800 -OK
 FL 3044.3TRACO HS-HC 65 NON-IMPACT WINDOW
 REQUIRED 0-30'LARGE MISSLE, 30'-60'SMALL MISSLE -
 DENIED
 FL 3044.4TRACO HS-AW 55NON-IMPACT WINDOW
 REQUIRED 0-30'LARGE MISSLE, 30'-60'SMALL MISSLE -
 DENIED
 FL 3044.5TRACO HS-AW55 NON-IMPACT WINDOW
 REQUIRED 0-30'LARGE MISSLE, 30'-60'SMALL MISSLE -
 DENIED
  
 B) FIXED WINDOWS
 FL 3487TRACOTR-3800 - OK
 FL 632KAWNEEREXPIRED NOA NON-IMPACT
 REQUIRED 0-30'LARGE MISSLE, 30'-60'SMALL MISSLE -
 DENIED
  
 C) MULLIONS MAY OR MAY NOT BE INCLUDED IN THE PRODUCT
 APPROVALS
  
 D) EXTERIOR HOLLOW METAL DOORS
 FL3078 AMWELD DENIEDLOW PRESSURESSINGLE &
 PAIRS
  
 E) EXTERIOR GLAZED DOORS
 FL 3038TRACO 03-0829.06 SMALL MISSLE ONLY, NO
 PRESSURE TEST - DENIED
 FL 3038.3TRACO 03-0422.04 TR-8910 SMALL MISSLE
 TEST NO PRESSURE TEST - DENIED
 FL 3038.4TRACO 03-0422.04 TR-8910 LARGE MISSLE
 HIGHLIGHT ANCHOR FASTENING SCHEDULR MAY COMPLY
 FL3477TRACO TR-8300SLIDING GLASS DOOR
 NON-IMPACTREQUIRES 0-30' LARGE MISSLE, 30'-60' SMALL
 MISSLE - DENIED
  
 F) EXTERIOR LOUVERED DOORS NO REPORT SUBMITTED
  
 G) EXTERIOR RAILINGS- WILL ONLY NEED ENGINEERING NOT A
 PRODUCT APPROVAL
  
 H) LOUVERS NO REPORT SUBMITTED.
  
 I) TRUSS ANCHORS NO REPORT SUBMITTED.
  
 J) ROOF ASSEMBLIES INCLUDING DENSE DECK, INSULATION,
 UNDERLAYMENTS, ROOF TILE AND ATTACHMENT METHODS. FL
 1559 SINGLE PLY ROOF SYSTEMS- HIGHLIGHT WHICH
 SUB-SYSTEM TO BE USED.
 NOTE ZONES 2 & 3 MAY REQUIRE ENHANCED FASTENING
 PROVIDE RATIONAL ANALYSIS BY QUALIFIED PROFESSIONAL
  
 K) EFIS WALL SYSTEMS IF USED
  
 L)5/8" FIBER TOUGH AQUA ROCK SHEATHING
  
 M ) PRE-MANUFACTURED ROOF A/C STANDS- OK
  
 N) ROLL UP DOOR - NO REPROT SUBMITTED
  
 O) DENSE DECK- MAY BE INCORPORATED IN A PRODUCT
 APPROVAL
  
 P) ROOF TILE - NO REPORT SUBMITTED- CIRCLE OR HIGHLIGHT
 WHAT ANCHOR METHOD TO INSTALLROOF TILE
  
 19-21)NO SHUTTERS ON PROJECT, AS PER THE DESIGN TEAM,
 COMPLIED.
  
 22- 27) COMPLIED.
  
 28) IMPACT FEES COVERED UNDER ITEM# 5.
  
 29A) DEALS WITH ROOF DECKING MATERIALS, YOUR RESPONSE
 INDICATED SEE A7.02, A7.03 & A7.10FOR DECKING
 REQUIREMENTS.
 THESE SECTIONSSHOW THE DENSE DECK FASTENED DIRECTLY
 TO THE STEEL TRUSSES, WHERE AS DETAIL2 S4.31 INDICATES
 THE USE OF STEEL DECK AND DENSE DECK ABOVE THE
 STRUCTURAL DECK.
 PLEASE CLARIFY WHICH METHOD DENSE DECK WILL BE
 INSTALLED?
  
 29B) COMPLIED.
  
 29C) 2ND REQUEST, 1404.1.1 STATES THAT ARCHITECURAL
 TRIM TYPE I, II AND IV CONSTRUCTION CAN HAVE
 COMBUSTIBLE TRIM.
  
 NOTE: CALCULTED VALUE $3,358,171.00
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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