Plan Review Notes
Plan Review Notes For Permit 04021360
Permit Number 04021360
Review Stop B
Sequence Number 1
Notes
Date Text
2004-03-31 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04021360
 ADD: 960 MILLBRAE COURT
 CONT:WCI
 TEL: (561)775-2120
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST REVIEW
  
 ACTION: DENIED
  
 NOTE: A SIGNED & SEALED LETTER FROM THE
 ARCHITECT OF RECORD INDICATING THE PLANS
 SUBMITTED ARE OCCUPANCY TYPE: (R2).
 WITH THE VARIOUS PLANS AND GEO REPORTS
 STATING TOWNHOMES AS PART OF THE NAME,
 IT IS TO BE MADE CLEAR THAT THE REVIEWS
 AND PERMITS WILL BE ISSUED "R2" FOR
 CONDOMINIUM. BEFORE THE CERTIFICATE OF
 OCCUPANCY IS ISSUED THE RECORDED
 DECLARATION OF CONDOMINIUM WILL BE
 REQUIRED.
  
 1) 105.3 CITY ADMINISTRATIVE CODE,
 RESIDENT INSPECTOR TO BE REQUIRED.
 CONTACT HAROLD PISKURA @ 805-6711, FOR
 MORE INFORMATION AS TO COMPLETED UNITS
 VS CONSTRUCTION AREAS, REQUIRED STRUC-
 TURAL INSPECTORS AND PHASING.
  
 2) SITE PLAN INDICATING ALL SITE AMENIT-
 ITIES WITH DIMENSIONS BETWEEN BUILDINGS
 INDICATING THE ASSUMED PROPERTY LINE
 BETWEEN BUILDINGS, TO CALCULATE ALLOW-
 ABLE OPENING SIZES, VERIFY WITH TABLE
 600.
  
 3) SOILS REPORT:
 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
  
 4)FBC 13-103.1.2 BEFORE A BUILDING
 PERMIT CAN BE ISSUED, THE SUBMITTED
 ENERGY CODE COMPLIANCE FORMS SHALL BE
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHETECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 5) WHEN THE ENERGY FORMS ARE FILLED OUT
 BY THE ENGINEER OF RECORD THIS IS FOR
 PUBLIC RECORD, MUST BE SIGNED& SEALED.
  
 6) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 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.
  
 8) FAIR HOUSING FOR THE COMMON AREAS,
 PROVIDE A SITE PLAN INDICATING THE
 ACCESSIBLE ROUTE TO ALL ELEMENTS, INCLUD
 ING THE CLUBHOUSE, GAZEBOES,DUMPSTERS,
 POOLS, PARKING AND THE PATH OF TRAVEL
 TO PUBLIC TRANSPORTATION.
  
 9) SEE S-5
 CORRECT DOOR AND WINDOW PRESSURE SCHED-
 ULE, WALL AREAS INTERIOR ZONES SHOULD BE
 REPRESENTED BY ZONE (4) NOT ZONE(1),AND
 THE END ZONES SHOULD BE REPRESENTED BY
 ZONE(5) NOT (2).
 B) ROOF NAILING ZONES,ZONE (3) NOTE DIF
 FICULT TO UNDERSTAND, IT CAN BE PRECEVED
 THAT THE ZONE (3) MAY BE NAILED THE
 SAME AS ZONE# 2.
 C) ROOF NAILING CHART IS ONLY GOOD TO
 35' ABOVE GRADE. THE TRUE HEIGHT OF THE
 BUILDING IS > 35', THE ENGINEER OF
 RECORD SHALL PROVIDE THE ADDITIONAL
 INFORMATION REQUIRED FOR THE NAILING
 REQUIREMENTS FOR THE EFFECTED NAILING
 ZONES.
  
 10) AMARR GARAGE DOORS DO NOT MEET THE
 NEGITIVE PRESSURES FOR A BUILDING >35'
 TALL WITH THE ADJUSTMENT COEFFICIENT
 OF 1.09 SEE 1606.2D & 1606.2E.
  
 11) SHEET A-12 DETAIL# 2, IS MISSING THE
 FIRE STOP BETWEEN THE VERTICAL & HORIZON
 TAL AREAS 2ND & 3RD FLOOR WALL SHEATHING
 CUT SHORT, ALSO MISSING FOR THE WALL
 DIAPHRAM.
  
 12)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
 2ND REQUEST:
 FOR THE PRODUCT TESTING REPORTS FOR THE
 STRUCTURAL COMPONENTS- TRUSS ANCHORS,
 CONCRETE TO WOOD, WOOD TO WOOD.
  
 13) SHEET M-1, M-2 :
 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 14) 2ND REQUEST, PROVIDE TRUSS ENGINEER-
 ING SHEETS WITH ALL LOADING CASES, VER-
 TICAL, HORIZONTAL AND GRAVITY LOADS. THE
 PLANS DO NOT INDICATE THE LOADING, ONLY
 THE ALLOWABLE VALUES FOR ANCHORS.
  
 15) GARAGE TO LIVING QUARTERS, THE
 GARAGE DOOR IS NOT LISTED ON THE DOOR
 SCHEDULE. A 3/4HR RATED DOOR IS REQUIRED
 4.1.2.6/ 705.1.3.5, THS DOOR SHALL ALSO
 BE EQUIPED WITH AN APPROVED CLOSER.
  
 16) SHEET S-2 MASONARY WALLS, ARE DESIGN
 EDAS MW-1, S-5 MASONARY WALL SCHEDULE IS
 #5@48" O.C., NO MENTION ABOUT REINFORC-
 ING AT WINDOWS NOR CORNERS.
  
 17) GARAGE BEAMS AT OVERHEAD DOORS, NO
 INFORMATION IN THEBEAM SCHEDULE NOR IS A
 LENTAL SCHEDULE PROVIDED WITH THE SAFE
 ALLOWABLE LOADS.
  
 18) S-3 VS S-7 DETAIL# 8 INDICATES THIS
 IS TO BE A 2X6 WALL NO DETAILS FOR FAST-
 ENING THE WALL TO THE STRUCTURE BELOW.
 VERSES THE SHEET S-3 INDICATING A BLOCK
 WALL NO BEAM INFORMATION ?
  
 19) S-7 DETAIL 11:
 A) THIS DETAIL IS MISSING STRAPING FOR
 THE WALL TO FLOOR TRUSSES.
 B) MISSING LEDGER ON THE LOWER WALL
 FOR NAILING OF THE DRYWALL CEILING.
 C) MISSING FIRESTOP LOWER WALL WHERE
 THE MISSING LEDGER IS LOCATED.
  
 20) S-7 DETAIL 13:
 A) MISSING FIRESTOP VERTICAL TO HORIZON-
 TAL LOCATIONS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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