Plan Review Notes
Plan Review Notes For Permit 08100349
Permit Number 08100349
Review Stop B
Sequence Number 1
Notes
Date Text
2008-10-30 16:55:51BUILDING PLAN REVIEW
 PERMIT: 08100349
 ADD: 8132 OKEECHOBEE BLVD
 CONT: MAJOR WORKING DRAWING REVIEW/ ANDREA CARDO
 TEL: (954)654-5828
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 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 FL S S 713.13 NOTICE 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 ACTUALLY COMMENCED 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.
  
 1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS, PLEASE
 UPDATE THE SHEET AO TO THE 2007 FBC SUPPLEMENTS..
  
 2) PLEASE SUBMIT TWO ORIGINAL GEOTECHNICAL ENGINEERING
 REPORTS THAT ARE SIGNED ANDSEALED, THE REPORTS
 SUBMITTED ARE COLOR COPIES WITH COPIED SIGNATURES.
  
 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 ADMIN CODE 61G15-23.002 ENGINEERS
  
 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) ENERGY CALCULATIONS:
  
 3A) PLEASE CORRECT PROJECT SUMMARY CONCERNINING THE
 ADDRESSING, THE CORRECT ADDRESS IS 8132 OKEECHOBEE
 BLVD, OKEECHOBEE ROAD IS ANOTHER STREET THAT IS
 PARTIALLY WITHIN THE CITY LIMITS, IN THIS ADDRESS RANGE
 ON OKEECHOBEE ROAD IT WOULD BE OUTSIDE OF THE CITY
 LIMITS. 106.1.2*. ADDITIONAL INFORMATION REQUIRED.
  
 3B) DISCREPANCY IN SQUARE FEET BETWEEN THE PLANS SHEET
 A0 AND THE COVERSHEET OF THE ENERGY PROJECT SUMMARY
 SHEET. PLEASE CORRELATE DOCUMENTS. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 3C) INPUT DATA REPORT- WALL TYPE- INDICATES THE
 EXTERIOR WALLS TO BE 2X6 FRAME WALLS WHILE SHEET A1
 INDICATES THE EXTERIOR WALLS AS A WALL TYPE P-30 AS A
 8" BLOCK WALL WITH 1 1/2" RIGID INSULATION, PLEASE
 CORRECT THE DISCREPANCY.
  
 3D) INPUT DATA REPORT INDICATES A ZONE 1 & 2 BOTH WITH
 CONCRETE TILE ROOFING WHERE AS THE PLANS SHEET S4 DOES
 INDICATE A LARGE PORTION OF THE ROOF TO BE A FLAT ROOF
 WITH NO TILE. PLEASE CORRECT THE DISCREPANCY.
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 4) SHEET A5 DETAIL 2 & 6 PLANS FAIL TO INDICATE
 COMPLIANCE WITH TERMITE BARRIERS, PLEASE REVIEW 2114.2.
  
 5) SHEET A5 DETAIL 4 &6 PLANS INDICATE THE USE OF WOOD
 BUCKS, BUT THE BUCK DOES NOT SUPPORT THE FULL WIDTH OF
 THE FRAME, SECTION 1714.5.4.2 STATES THAT UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE FRAME SUCH THATFULL SUPPORT OF THE
 FRAME IS PROVIDED.
  
 6) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
 REPORTS ARE AS FOLLOWS:
 6A) WALL LOUVERS- LARGE MISSILE IMPACT TESTING
 REQUIRED, NO REPORT SUBMITTED
 6B) TRUSS ANCHORS- NO REPORT SUBMITTED
 6C) OUTSWING COMMERCIAL DOOR CECO DOOR REPORT SUBMITTED
 IS EXPIRED 8-14-08
 6D) EFIS- NOA SUBMITTED IS STO HI-PLY (LARGE MISSILE ON
 PLYWOOD) PLANS CALL FOR BLOCK SEE SHEET A-1 WALL TYPE
 P-30 EXCEPTION AT ATM MACHINE.
  
 7) 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 APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 8) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 9A) STORM SHUTTER REPORT SUBMITTED PLEASE PROVIDE THE
 FOLLOWING INFORMATION: PROVIDE STORM PANEL INFORMATION
 WITH INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
 ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT
 GLAZING. FBC 1609.1.4.
  
 FL BLD CODE 2004 SECTION 106.3.3,
 1609.1.4, 1714.5.1 & EXIST BUILD CODE 507.3.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION SCHEDULE
 SUMMARIZING & IDENTIFYING OPENING SIZES, STORY HEIGHTS,
 UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR
 REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT
 TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT
 APPLICATION TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 9B) STORM PANEL PRODUCT APPROVAL SHEEET 1 OF 6
 INDICATES THE USE OF A BUILT OUT MOUNT CLOSURE DETAIL
 WHILE SHEET A16 DOES INDICATE THE TOP AND BOTTOM MOUNT
 INFORMATION THE PLANS DO NOT INCORPORATE THE BUILT OUT
 MOUNT DETAIL WITH TWO DIFFERENT SURFACES (STONE & EFIS)
 AND STAND OFF DIMENSIONS. PLEASE PROVIDE ADDITIONAL
 VIEWS FOR THIS TYPE OF APPLICATION. 106.1.2 ADDITIONAL
 INFORMATION REQUIED, 1609.6.2.2.
  
  
 9C) SHEET A16 DETAIL # 3 HEADER DETRAIL FOR STORM PANEL
 HEADER TRACK INDICATES THE TYPE OF LAG SCREW FOR THE
 STORM PANEL HEADER BUT THERE IS NO INFORMATION ON THE
 ATTTACHMENT OF THE 2X MEMBERS TO THE
 BLOCK WALL. 106.2.2 ADDITIONAL INFORMATION REQUIRED.
 1609.6.2.2.
  
 10) SHEET S-1 UNDER CODES & STANDARDS INDICATES
 DESIGNED TO THE ASCE 7-98 , PLEASE CORRECT TO ASCE
 7-02, 2004 FBC 1609.1.1 & CHAPTER 35 REFERENECED
 STANDARDS RECOGNIZES ASCE 7-02 . ALSO 1603.1.4 WIND
 DESIGN DATA.
  
 11) SHEET S4 VERSES THE TRUSS ENGINEERING SHOP DRAWINGS
 AND TRUSS LAY OUT SHEET FROM THE TRUSS COMPANY:
  
 11A) STRUC PLAN (S4) TRUSS GT2/ T4 TRUSS DRAWING THE
 STRUCTURAL PLAN INDICATES THIS GIRDER AS A TWO PLY
 GIRDER WHERE AS THE TRUSS COMPANY HAS MADE IT A 3 PLY
 GIRDER, THIS WILL AFFECT THE TYPE OF TRUSS ANCHORS
 LISTED IN THE TIE DOWN SCHEDULE FOR THIS GIRDER.
  
 11B) STRUC PLAN (S4) TRUSS GT2/ T4 TRUSS DRAWING THE
 STRUCTURAL PLAN THIS SAME GIRDER AT THE INTERIOR
 BEARING POINT HAS A REACTION OF 27,813 LBS. EXCEEDING
 THE SAFE VALUE OF 13,983.75 LBS /34.75 SQ INCHES
 REQUIRING ADDITONAL STRUCTURAL ENGINEERING, NOTE ALSO
 THERE IS NO SECTION THROUGH THIS GIRDER BUT S5 DETAIL#
 7 WILL HAVE SIMILAR ISSUES
  
 11C) STRUC PLAN (S4) TRUSS GT1/ T5 TRUSS DRAWING THE
 STRUCTURAL PLAN THIS GIRDER AT THE INTERIOR BEARING
 POINT HAS A REACTION OF 21,605 LBS. EXCEEDING THE SAFE
 VALUE OF 9,322 LBS /16.50 SQ INCHES REQUIRING ADDITONAL
 STRUCTURAL ENGINEERING,
  
 12) THE TRUSS DRAWING COVER SHEET FROM ITW BUILDING
 COMPONENTS GROUP :
  
 12A) NEEDS TO CORRECT THE LOCATION OF THE PROJECT TO
 8132 OKEECHOBEE BLVD, OKEECHOBEE ROAD WOULD BE LOCATED
 IN THE COUNTY.
  
 12B) UNDER THE MODEL CODE THE COVER SHEET DOES NOT
 INCLUDE THE 2007 FBC SUPPLEMENTS.
  
 12C) THE INDIVIDUAL TRUSS DRAWINGS INDICATE THE DESIGN
 IS FOR A B EXPOSURE WHERE UNDER THE 2007 SUPPLEMENTS (
 1609.2) THIS WILL BE WITHIN A C ZONE, PLEASE CORRECT
 ASSUMPTIONS.
  
 13) THE ADDRESSS INDICATES THIS AREA TO BE WITHIN A AH
 FLOOD ZONE, 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 BEFORE A CERTIFICATE OF OCCUPANCY WILL BE
 ISSUED.
  
 14) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED 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 PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 15) 109.3.10.1 HURRICANE 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.
  
 16) 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.
 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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