Plan Review Notes
Plan Review Notes For Permit 07020336
Permit Number 07020336
Review Stop B
Sequence Number 1
Notes
Date Text
2007-03-14 10:26:27BUILDING PLAN REVIEW
 PERMIT: 07020336
 ADD: 5810 N FLAGLER BLDG# 1
 CONT: SCOT CORP INC
 TEL: (561)346-9888
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 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 NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION 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.
 NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT 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.
  
 3) FBC 1802.2.1 QUESTIONABLE SOILS,
 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
 .
  
 4) UNITY OF TITLE: THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
  
 5)PROJECT IS LOCATED IN A A- 5, MINIMUM ELEVATION
 FINISH FLOOR
 @ 7'-6", THIS INCLUDES EXTERIOR A/C PADS.
 PROVIDE FLOOD ZONE ELEVATION CERTIFICATE FOR NEW
 CONSTRUTION WITH
 BASE FLOOD ELEVATION 7'-0" , CITY CODE REQUIRES
 AN ADDITIONAL 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 HURICANE 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) MAY REQUIRE A SPECIAL INSPECTOR:
 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 SQFT IN AREA
 X - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 9) 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 PERMIT WAS ISSUED.
 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 DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
 G) NUMBER OF BEDROOMS
 H) SQ. FT. LIV SPACE/ FL
 I) SQ. FT. FOOTPRINT
 J) SQ. FT. UNDER ROOF (TOTAL)
 J) FLOOD ZONE
 K) FLOOD ELEVATION
  
 10) S-02 THE FOUNDATION INDICATES IT IS DESIGNED TO THE
 REQUIREMENTS OF 1603.1-BLDG
 BUT NO WHERE DOES THE BUILDING STATE IT MEETS THE SAME
 STANDARD.
 2006 FL. BLD CODE 1603.1.4-BLDG /THE
 FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 11) NOTE THE REMAINDER OF THIS REVIEW WILL BE COMPLETED
 UNDER THE 2004/ 2006 FLORIDA BUILDING CODE -
 RESIDENTIAL, FOR ONE & TWO RESIDENTIAL.
 ALTHOUGH NO SPRINKLER IS REQUIRED, SHEET A01.1/ BLDG1
 INDICATES ALL BUILDINGS ARE TO BE FIRE SPRINKLERED,
 SP-1 DOESN'T INDICATE IF THIS SYSTEM IS TO BE A FULL 13
 OR A 13-R SYSTEM?
 BY DEFINITION THIS STRUCTURE IS CONSIDEREDA R-3
 OCCUPANCY, A R-2 IS FOR MORE THAN 2 UNITS SEE SECTION
 310 FBC- BUILDING.
  
 12) S-02 NEITHER THE FOUNDATION NOR THE SLAB ON GRADE
 NOTE CODE COMPLIANCE FOR TERMITE TREATMENT: RESIDENTIAL
 -R 320.
  
 13) S-02 STRUCTURAL TEEL NOTE #7, INDICATES THE WRONG
 ASCE 7-98.PLEASE CORRECT.
  
 14)SHEET A201 INDICATES BETWEEN UNITS THE DESIGNER
 REQUIRES A 2HR FIRE RATED BLOCK, DETAIL# 5, A800
 INDICATESA UL DESIGN U-905 IF UL IS PRODUCING THE
 BLOCK THIS IS OK, THE BLOCK MANUFACTURER
 NEEDS TO SUPPLY THE EQUIVANT BLOCK THICKNESS WITH TYPE
 OF AGGRAGETE FOR A 2 HR RATED WALL BETWEEN UNITS.
  
 15)FL BLD CODE 1609.1.4/ R- 301.2.1 :
 COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS
 CASEMENT 1) HIGHLIGHT TYPE OF GLASS TO BE USED 2)
 DEPENDING ON TYPE OF GLASS ZONE 4 MAY BE OK BUT ZONE 5
 - PRESSURE IS -74.5
 FIXED GLASS- OK
 GLASS BLOCK 1) PRESSURE ZONE 5 PRESSURES -77.23
 2) S-04 NORTH ELEVATION MISSING ZONE 5 ON ELEVATIONS 3)
 MUST MEET REQUIREMENTS OF 2110- FBC-B
 B)EXTERIOR DOORS
 1) DISCREPANCY- A101 & A102
 THE DOOR SCHEDULE INDICATES DOOR # 3 TO BE A PAIR OF
 FRENCH DOORS
 A102 INDICATES THESE
 DOORS TO BE FRENCH DOORS WITH SIDE LITES & TRANSOM
 WHEREAS THE FLOOR PLAN INDICATES
 THESE DOORS TO BE
 SLIDERS, THE REPORT SUBMITTED IS FOR SLIDERS?
 2) REPORT SUBMITTED WIL NOT
 MEET THE PRESSURES, NEITHER DOES IT INDICATE USE OF
 MULLION AND TRANSOM.
 3) NO REPORT WAS SUBMITTED
 FOR A SINGLE SWING GLAZED UNIT.
 4) FRONT ENTRY DOOR NO
 NOTATION ON ELEVATION DRAWINGS NOT SHOWN
  
 C) MULLIONS: NO REPORT SUBMITTED FRENCH DOORS & FIXED
 GLASS
  
 D) OVERHEAD GARAGE DOOR: PLEASE HIGHLIGHT WHICH MODEL
 DOOR TO BE USED,
 PRODUCE CLEARER /DARKER NOA REPORT FOR RECORD KEEPING
 PURPOSES.
  
 E) ROOFING ASEMBLIES: REPORT SUBMITTED IS MISSING OR
 NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 __X___ CONTRACTOR DID NOT PROVIDE THE MEAN
 ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 __X___ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 __X___ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ 2&3___ .
  
 __X___ THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND 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.
  
 16)R-613.7.1/1707.4.5.1 MULLIONS OCCURRING BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 17)1707.4.5.2 / R613.7.2 MULLIONS SHALL BE DESIGN- ED
 TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 18WPB 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.
  
 19 ) 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
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION. )
  
 20) SEE CALCULATED VALUE OF PROJECT AND
 ASSOCIATED PERMIT FEES OUTSTANDING.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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