Plan Review Notes
Plan Review Notes For Permit 07120184
Permit Number 07120184
Review Stop B
Sequence Number 1
Notes
Date Text
2008-01-02 16:20:22BUILDING PLAN REVIEW
 PERMIT: 07120184
 ADD: 8150 OKEECHOBEE BLVD. (SHELL BUILDING)
 CONT: HALLMARK & SONS, INC.
 TEL: (561)644-3498
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS * WEST PALM BEACH AMENDMENTS
  
 JAN.02,2008
 1STREVIEW
 ACTION: DENIED
  
 1A)--- 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 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)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 DOCUMENTSWEST PALM
 BEACH ADMINISTRATIVE CODE.
  
 1C) 106.1.1* 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 ) 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 OFCOMMENCEMENT 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) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE CORRECT THE
 DESIGN CRITERIA FOUND ON BOTH A-1 & S-3. PLANS ARE
 INDICATE THE 2004 BASE FBC WITH 2007 SUPPLEMENTS .
  
 2) .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 OFCOMMENCEMENT 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.
  
 3) 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.
  
 4) 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.
  
 5) THE STRUCTURAL PLANS INDICATE THAT SOILS TEST WERE
 COMPLETED, PLEASE PROVIDE (2) ORIGINAL SIGNED & SEALED
 SETS OF THE SOILS REPORTS COMPLETED BY ALLTERRA
 ENGINEERING & TESTING DATED NOV. 8, 2007 REPORT#
 07-372.1802.2.1 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 .
  
 6) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 ANDASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
 M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
 6A) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES, 3 IF THRESHOLD OR RESIDENT INSPECTOR
 OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE AS
 FOLLOWS:
 A) TRUSS ANCHORS
 B) ROOF ASSEMBLIES FOR FLAT ROOF AND ROOF TILE
  
 C) IF PRE-MANUFACTURED A/C STANDS ARE USED, ME1
 INDICATES ROOF CURBS TO BE USED WITH DOWN DRAFT UNITS.
 D) PASS THROUGH WINDOW
  
 6B)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
  
 6C)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.
  
 7A) NOTE THERE HAS BEEN NO ROOFING REPORTS SUBMITTED,
 IF THEY ARE GOING TO BE SUBMITTED FOR REVIEW THIS IS
 WHAT WILL BE REQUIRED FOR THE FLAT ROOF: 106.1.1.2FOR
 ROOFING ASSEMBLIES REQUIRED BY THIS CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE, AND
 DELINEATE THE TYPE OF ROOFING SYSTEMS, MATERIALS,
 FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND
 RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED.
 FLAT ROOF:
 ____ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.
  
 ___ CONTRACTOR FAILED TO INDICATE WHICH SUB-SYSTEM
 SHALLBE INSTALLED.
  
 ___ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
 _2&3__ .
  
 SINCE THE ROOFING REPORT DOESN'THAVE THE SUBSYSTEM
 HIGHLIGHTED THE NEXT 2 ITEMS ARE HIGHLIGHTED.
  
 ___ THE SYSTEM PROVIDED STATESLIMITATION# 7, SHOULD
 THE FASTENERRESISTANCE BE LESS THAN THAT REQUIRED,
 AS DETERMINED BY THEBUILDING OFFICIAL, A REVISED
 FASTENERSPACING, PREPARED , SIGNED AND SEALED BY A
 FLORIDA REGISTEREDPROFESSIONAL ENGINEER,
 REGISTEREDARCHITECT OR REGISTERED ROOF CONSULTANT
 MAY BE SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATESLIMITATION# 9,
 NO ENHANCEDFASTENING ALLOWED.
  
 7B)PLEASE SUBMIT INFORMATION ON HOW THE RIDGE TILE
 ARE GOING TO BE SECURED TO THE ROOFING SYSTEM. 1507.3.7
 ATTACHMENT. CLAY AND CONCRETE ROOF TILES SHALL BE
 FASTENED IN ACCORDANCE WITH SECTION 1609 OR IN
 ACCORDANCE WITH FRSA/RTI INSTALLATION MANUAL. 1507.3.8
 APPLICATION. TILE SHALL BE APPLIED ACCORDING TO THE
 MANUFACTURER'S INSTALLATION INSTRUCTIONS OR
 RECOMMENDATIONS OF THE FRSA/RTI 07320- 04.
  
 9) SHEET A2.0 INDICATES THE USE OF EFIS MOLDINGS,
 PLEASE PROVIDE INFORMATION HOW THE FOAM WILL BE
 ATTACHED TO THE BUILDING. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 10) BOTH SHEETS A-3 AND A-4 BOTH INDICATE A PITCHED
 ROOF AND PARAPET WALL AROUND THE ENTIRE PERIMETER OF
 THE BUILDING. PLEASE INDICATE HOW ACCESS TO THE ROOF
 TOP MECHANICAL UNITS WILL OCCUR? PLEASE SEE 306.5
 MECHANICAL CODE, FBC. NOTE IF THIS IS TO BE
 ACCOMPLISHED THROUGH A ROOF TOP ACCESS HATCH, CURRENTLY
 THERE ARE NO DEVISES THAT MEET THE REQUIREMENTS OF RULE
 9B-72 (31-A). IF AN AFFIXED EXTERIOR LADDER IS TO BE
 INSTALLED PLEASE PROVIDE MANUFACTURES SPEC. FBC
 BUILDING 1209.3 MECHANICAL APPLIANCES. ACCESS TO
 MECHANICAL APPLIANCES INSTALLED IN UNDER-FLOOR AREAS,
 IN ATTIC SPACES AND ON ROOFS OR ELEVATED STRUCTURES
 SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 MECHANICAL .
  
 11) PLEASE PROVIDE ATTIC ACCESS TO TRUSSED ROOF
 SECTION, 1209.2 ATTIC SPACES.
 AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES (559 MM
 BY 762 MM) SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
 CLEAR HEIGHT OF OVER 30 INCHES (762 MM). A 30-INCH (762
 MM) MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE
 PROVIDED AT OR ABOVE THE ACCESS OPENING.
  
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
  
  
  
 BUILDING PLAN REVIEW
 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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