Plan Review Notes
Plan Review Notes For Permit 06110349
Permit Number 06110349
Review Stop B
Sequence Number 2
Notes
Date Text
2007-06-28 13:40:45PREMIER PARK BUILDING #3
  
  
 BUILDING PLAN REVIEW
 PERMIT: 06110349
 ADD: 5720 PREMIER PARK DR. BLDG# 3
 CONT:GLOBAL CONSTRUCTION ASSOCIATES LLC
 TEL: (954)444-8463
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
 REVISIONS
 * WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE
  
 1STREVIEW- AS APERMIT APPLICATION!
 ACTION: DENIED
  
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE REMOVE & REPLACE ANY
 PAGES AS NECESSARY.
 A TRANSMITTAL LETTERLISTING 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.
  
 2)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.
  
 3) 2ND REQUEST, STRUCTURAL SHEETS INDICATE A SOILS TEST
 WAS CONDUCTED BY NUTTING ENGINEERING, PROJECT# 14157.1,
 JULY 17, 2006. PLEASE PROVIDE 3 ORIGINAL DOCUMENTS
 SIGNED AND SEALED.
 FL BLD CODE 1804.2.2 QUESTIONABLE SOILS, WHERE THE
 BEARINGCAPACITY 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 OFFICIAL
 MAY REQUIRE EXPLORATIONS, TEST OR OTHER ADEQUATE PROOF
 AS TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDATIONS SUBMITTED
 TO VERIFY BEARING CAPACITY SHALL BE CERTIFIED BY A
 GEOTECHNICAL
 REPORT FROM A DESIGN PROFESSIONAL PROPERLY LICENSED IN
 THE STATE OF FLORIDA.
  
  
  
  
 4 A) FBC* 105.3RESIDENT INSPECTOR. SUBMIT INSPECTOR
 RESUME' AND LICENSE DOCUMENTS TO HAROLD PISKURA,
 DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM.A RESIDENT
 INSPECTOR PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO
 ONE OR MORE OF THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQ FT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 4B) SECOND REQUEST, SINCE THIS BUILDING WILL REQUIRE A
 RESIDENT INSPECTORSUBMITTALS(3) SETS OF PLANS,
 REPORTS, AND OR OTHER REQUIRED SUBMITTALS (PRODUCT
 APPROVALS) WILL BE REQUIRED FOR REVIEW.
  
 5) SHEET A-0 CODE ANALYSIS:
  
 5A) SECOND REQUEST, CONSTRUCTION TYPE: PLANS INDICATE A
 BUILDING TYPE III-(UNPROTECTED)
 ( SPRINKLED) TO TAKE THE UNLIMITED AREA PROVISIONS IN
 507.2THE CODE REQUIRES THE BUILDINGS TO ?FIRE
 SPRINKLED?, REQUIRING A FIRE SPRINKLER PLAN.
  
 5B) COMPLIED.
  
 5C) NEW COMMENT: CODE ANALYSIS BLDG# 1 SEE UNLIMITED
 BLDG AREA 507.2 CORRECT THE 60 YARDS TO 60 FEET.
  
 5D) COMPLIED.
  
 5E)COMPLIED.
  
 5F) SECOND REQUEST,507.2 REQUIRES THE FIRE SPRINKLER
 PLANS FOR THE UNLIMITED AREA INCREASE! THE CODE
 ANALYSIS ALSO INDICATED THAT THIS IS TO BE A FIRE
 SPRINKLED BUILDING BUT NO FIRE SPRINKLER PLANS ,
 HYDRAULICS,FIRE PUMP OR FIRE PUMP CONTROLLER WERE
 SUBMITTED.FOR A BUILDING PERMIT TO BE ISSUED FOR
 MINIMUM PLAN REVIEW CRITERIA 106.3.51.1(4)* FIRE
 SPRINKLER PLANS ARE REQUIRED. 903.2.3 GROUP F-1.AN
 AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT
 ALL BUILDINGS CONTAINING A GROUP F-1 OCCUPANCY WHERE
 ONE OF THE FOLLOWING CONDITIONS EXISTS:
 1.WHERE A GROUP F-1 FIRE AREA EXCEEDS 12,000 SQUARE
 FEET (1115 M 2 ).
  
  
  
 6)COMPLIED.
  
 7)SECOND REQUEST,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) STOREFRONT WINDOWS
 B) MULLIONS
 C) SKYLIGHTS
 D) EXTERIOR GLAZED DOORS
 E) EXTERIOR HOLLOW METAL DOORS
 F) ROLL UP DOORS
 G) LOUVERS
 H) ROOFING ASSEMBLIES
  
 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 AND ASTM 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.
  
 8)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
  
 9)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.
  
 10) THIS SUBMITTAL DOESN'T INCORPORATE ANY ROOFING
 PRODUCT APPROVALS, HERE IS A LIST OF COMMON ISSUES THAT
 WILL FAIL A ROOFING REPORT SUBMITTAL:THIS ROOF IS
 MISSING OR NOT INCOMPLIANCE WITH THE FOLLOW
 ITEMS:
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. ___
 CONTRACTOR FAILED TO INDICATE WHICH SYSTEM OR SUBSYSTEM
 WILL BE USED.
 ___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE
 ___ .
 ___ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD
 THE FASTENERRESISTANCE BE LESS THAN THATREQUIRED,
 AS DETERMINED BY THE BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPAREDSIGNEDAND SEALED BY A
 FLORIDA REGISTERED PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE
 SUBMITTED.
 ___ THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
 ENHANCED FASTENING ALLOWED.
  
 11) 2ND REQUEST,SHEET A-8 PRECAST MOLDING DETAIL IS
 MISSING DETAIL REFERENCE NUMBER.
 FOUND ON SHEET A-15 DETAIL # 7. PLEASE PROVIDE
 CALCULATIONS WITH SAFETY FACTOR FOR THE SECURING THIS
 WEIGHT IN THIS MANNER.106.1.2*ADDITIONAL INFORMATION
 REQUIRED.
  
 12) COMPLIED.
  
 13) COMPLIED.
  
 14)SHEET A-14 DETAILS 8& 9 INDICATE THE USE OF WIRE
 LATH ON SOFFITS AND CEILING APPLICATIONS. THE PLAN NOW
 DECLARES THAT HIGH RIB LATH WILL BE FASTENED TO DENSE
 BOARD, HOW?NOTE,HI-RIB LATH 3/8? 3.4 LB/YD2 CAN
 SPAN 24?, EACH RIB WOULD REQUIRE FASTENING AS PER ASTM
 1063C TABLE 3.
  
 15) SECOND REQUEST, NOTE WITH THE PRODUCT APPROVALS NOT
 SUBMITTED THE ROLL UP DOORS MAY OR MAY NOT REQUIRE DOOR
 BUCKS AND ATTACHMENT.
  
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PREMIER PK BLD 3 REVIEW 1.DOC


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