Plan Review Notes
Plan Review Notes For Permit 07060501
Permit Number 07060501
Review Stop B
Sequence Number 1
Notes
Date Text
2007-07-29 22:08:12SHELL 7204 S DIXIE HWY/ 07060501
 BUILDING PLAN REVIEW
 PERMIT: 07060501
 ADD: 7204 S DIXIE HWY
 CONT: BENCHMARK CUSTOM BUILDERS
 TEL: (954)802-0723
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- 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.
  
 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) ADDITIONAL INFORMATION REQUIRED. THE PERMIT
 APPLICATION INDICATES A SHELL BUILDING WHILE THE PLANS
 INDICATE THIS TO BE A PHASED, PHASE I A COMMERCIAL
 FIRST FLOOR AND A PHASE II RESIDENTIAL
 SECOND FLOOR, ARE BOTH PHASES TO BE CONSIDERED WORK
 UNDER THIS PERMIT?
  
 4)110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION
 THAT IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE
 OF OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PROJECT IS DESIGNED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED
 F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT
 H) NUMBER OF UNITS
 I) NUMBER OF FLOORS
 J) SQ. FT. LIV SPACE/ FL
 K) SQ. FT. FOOTPRINT
  
 4) SHEET S-1 NOTE# 19 INDICATES THERE SHALL BE A
 SPECIAL INSPECTOR FOR THE REINFORCED MASONARY SHALL BE
 PROVIDED. ALSO, PLEASE ARRANGE WITH HAROLD PISKURA
 (INSPECTION SERVICES MANAGER - TEL: 561 805 6711), A
 MEETING INVOLVING THE OWNER, SPECIAL INSPECTOR,
 CONTRACTOR AND ENGINEER.
  
 5) FBC 1802.2.1 QUESTIONABLE SOILS, 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) ) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED 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 PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 7)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.
  
 8)BOTH C1 & C2 BOTH INDICATE THIS JOBSITE LOCATION TO
 BE ON NORTH DIXIE HWY, PLEASE CORRECT.
  
 9)SHEET A-2 INDICATES A MECHANICAL EQUIPMENT STAND
 WITH A NOTE SEE M-2 FOR DETAIL, MISSING SHEET M-2.
  
 10) SHEET A-2 ALSO INDICATES THE USE OF AN ATTACHED
 LADDER PLEASE PROVIDE MANUFACTURERS SPECS. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 11)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
 WWW.FLORIDABUILDING.ORG
  
 12)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- NOTE THE STOREFRONT REPORT NOA
 04-0331.02 SECTION (3) CALCULATIONS HAS NOT BEEN
 VERIFIED UNDER THE 2004 FBC. THE ANCHOR CALCULATIONS
 WERE UNDER THE 2001 FBC WHEN FASTENERS WERE STILL
 TAKING THE 1 1/3 INCREASE PLEASE VERIFY THAT THE ANCHOR
 CALCULATION WILL COMPLY WITH THE 2004 FBC. 1606.3.1.1
 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR MORE LOADS IN
 COMBINATION WITH DEAD LOAD ARE INVESTIGATED IN LOAD
 COMBINATIONS OF 1605.3.1.1 THE COMBINED PLIED BY 0.75
 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS FROM THE LOAD
 COMBINATION OF THE DEAD LOAD PLUS THE LOAD PRODUCING
 THE LARGEST EFFECTS. INCREAS IN ALLOWABLE STRESS
 SPECIFIED IN THE MATERIALS SECTIONS OF THIS CODE OR A
 REFRENCED STANDARD SHALL NOT BE USED WITH THESE LOAD
 COMBINATIONS EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER 23.
  
 B) DH-350 ALUMINUM OUTSWING DOOR & TRANSOM REQUIRES
 FLORIDA COVER SHEET.
  
 C) EXTERIOR METAL CORE DOOR
  
 D) PRE-ENGINEERED A/C STANDS
  
 E) GLASS BLOCK
  
 F) TRUSS ANCHORS OR BUCKETS
  
 G) ROOFING ASSEMBLIES
  
 13) SHEET A-9 DETAIL# 5 INDICATES 2'X8' WOOD JOIST @
 2'-0" O. C. BUT THERE IS NO INFORMATION HOW THEY WILL
 BE SECURED IN PLACE?
 106.1.2* ADITIONAL INFORMATION REQUIRED.
  
 14) SHEET A-2 STORAGE ROOM# 2THE DOOR ON THE RIGHT
 SIDE IS MISSING THE REQUIRED 18" SEE :
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARANCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARANCES SHALL BE
 CLEAR & LEVEL.
  
 15)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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 BUILDING PLAN REVIEW II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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