Plan Review Notes
Plan Review Notes For Permit 04100446
Permit Number 04100446
Review Stop B
Sequence Number 1
Notes
Date Text
2004-11-05 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04100446
 ADD: NOT YET ASSIGNED
 PCN: 74-43-43-09-11-003-0000
 CONT: COMPLETE PROPERTY MANAGEMENT
 TEL: (561)252-8372
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
 1ST REVIEW
 ACTION: DENIED
  
  
 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.
  
 1) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 INDICATE COMPLIANCE WITH 1804.2.2
 QUESTIONABLE SOILS, ALLTERRA REPORT
 DATED MARCH 5/ 2004 INDICATES THAT PEAT
  
 WAS DISCOVERED WITH BORING# 2, SHOW HOW
 YOU WILL COMPLY WITH THIS SECTION?
  
 2) FOR BUILDING# 1 & BUILDING# 2, SHOW
 COMPLIANCE WITH TABLE 500 FOR STORAGE:
 A) BUILDING# 1 TABLE 500 FOR TYPE IV,
 UNPROTECTEDIF TAKING GENERAL AREA
 MODIF-
 ICATIONS YOU CAN ONLY TAKE THE AREA
 UNDER COLUMN(H)@ 100% THE AREA INCREASE
 WILL BRING YOU TO 32,000 SQ FT SHORT OF
 THE 35,123 SQ FT REQUIRED. ADDITIONAL
 OCCUPANCY MODIFICATIONS FOR STORAGE CAN
 BE TAKEN IF FIRE SPRINKLERS FOR STORAGE
  
 OCCUPANCY ARE INSTALLED. THERE IS AN
 EXCEPTION WITHA CLEAR 60' AREA AROUND
 THE STRUCTURE BUT WITH HAVING MORE THAN
  
 ONE TENANT THE EXCEPTION CAN NOT BE
 TAKEN BECAUSE OF NONCOMBUSTIBLE
 PRODUCTS
 AND WRAPPINGS CONTAINERS AND PALLETS.
 B) BUILDING# 2 CAN TAKE THE AREA
 INCRESE
 ON THREE SIDES, THE AREA INCREAS IS
 38.13% OF THE NON SPRINKLERED AREA OR AN
  
 ADDITIONAL 6080 SQ FT FOR A TOTAL OF
 22,080 TOTAL SQ FT.
 C) ONE WAY TO COMPLY WITH TABLE 500
 WOULD BE TO PUT A 4HR FIRE WALL
 CENTERED
 IN BOTH BUILDINGS, THIS WILL CREATE (4)
 BUILDINGS AND COMPLY WITH TABLE 500.IF
 THIS APPROACH IS CONSIDERED, SEE TABLE
 709.3.1 FOR EQUIVALLENT THICKNESS OF
 BEARING & NONBEARING CONCRETE MASONARY
 WALLS. PROVIDE FROM BLOCK MANUFACTURER.
  
 3) 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
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
 CALL HAROLD PISKURA FOR THE SPECIAL
 INSPECTOR PROGRAM AT 805-6711.
  
 4)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SP-1 DRAWING INDEX INDICATES STRUCTURAL
 PLANS S1-8, PLANS SUBMITTED ARE S1-4
 FOR
 THE FOUNDATION ONLY.THERE IS NO
 FONDATION, COLUMN NOR BEAM SCHEDULE.
  
 5) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THE STRUCTURAL PLANS (S1-4) INDICATE THE
  
 USE OF 12" BLOCK FOR THE FRONT OF THE
 BUILDING WITH A RECESS 8"BLOCK AT THE
  
 GARAGE OPENINGS, HOW WILL THE BLOCK TIE
  
 TOGETHER, WILL A RUNNING BOND BE USED
 VERSES STACK BOND?
  
 6) BLDG# 2, BACK ENTRY DOORS INDICATE A
 3/4HR RATING, AS PER 705.1.1.2, THE
 SUBMITTED PRODUCT APPROVAL BENCHMARK
 EXTERIOR DOOR FL1190 IS FOR RESIDENTIAL
 USE, STEEL DOOR WITH WOOD DOOR JAMBS.
 PROVIDE THE FIRE TESTING REPORT.
  
 7) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, SHEET#
 7 DETAIL# 2 INDICATES THE HOLLOWCORE
 ROOF DECK SYSTEM PARARLLEL WITH THE
 FRONT OF THE BUILDINGS, PLANS DO NOT
 PROVIDE THE LENGHTS OF THE PLANKS,
 SHEET
 A-2 INDICATES 6" METAL STUD PARTITION,
 DOES THE ROOF PLANK SYSTEM SPAN THIS
 OR IS THIS A BEARING WALL? PLANS DO NOT
 PROVIDE INFORMATION FOR THIS PARTION,
 STUD GAUGE, SPACING C/C HEIGHT, DRYWALL
 THICKNESS, ETC...
 8) PLANS DO NOT PROVIDE THE FOLLOWING
 INFORMATION:
 FL. BLD CODE 1606.1.7 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.
  
 9 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) TRUSS ANCHORS/ WOOD/WOOD CONNECTORS
 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 APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 10) SHEET A-6, SOUTH ELEVATION INDICATES
 ARCHITECTURE FEATURES ABOVE THE BEAM
 BUT
 NO INFORMATION.
  
  
 11) 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


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