Plan Review Notes
Plan Review Notes For Permit 07050148
Permit Number 07050148
Review Stop B
Sequence Number 1
Notes
Date Text
2007-06-06 11:04:28BUILDING PLAN REVIEW
 PERMIT: 07050148
 ADD: 62347TH ST.
 CONT: TREASURE COAST DESIGN INC.
 TEL: (561)478-7488
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW 1ST
 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) 2004 FL. BLD CODE 1603.1.4 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.
 NOTE: WEST PALM BEACH IS NOT IN THE 130 MPH ZONE.
  
 3)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.
  
 4)FBC 108.3*THE CLAIMED VALUATION ON THE PERMIT
 APPLICATION IS LOW. FOR PERMITTING PURPOSES, VALUATION
 OF BUILDINGS AND SYSTEMS SHALL BE THE TOTAL REPLACEMENT
 COST EXCLUDING LAND VALUE. OUR VALUATION REFERENCE IS
 ICC (BVD), MARSHALL-SWIFT AND MEANS COST ANALYSIS
 SERVICES.
  
 5)R319.1 LOCATION REQUIRED.
 IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY
 TABLE R301.2(1) , THE FOLLOWING LOCATIONS SHALL REQUIRE
 THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER,
 PRESSURE TREATED IN ACCORDANCE WITH AWPA C1, C2, C3,
 C4, C9, C15, C18, C22, C23, C24, C28, C31, C33, P1, P2
 AND P3, OR DECAY -RESISTANT HEARTWOOD OF REDWOOD, BLACK
 LOCUST, OR CEDARS. (5.)WOOD SIDING, SHEATHING AND
 WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A
 CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE
 GROUND.
  
 6)THE EXTERIOR WALL SECTION ON THE FIRST PAGE DOES
 NOT MATCH THE THE FLOOR PLAN ON THE SECOND SHEET. THE
 FLOOR PLANS SHALL MATCH THE FRAMING PLAN. ALSO, TABLE
 1705.1
 CANNOT BE FOUND IN THE 2004 FBC. CLARIFY.
  
 7) 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 WAS 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.
 ) NUMBER OF BEDROOMS
 ) NUMBER OF ROOMS
 OK ) SQ. FT. LIV SPACE/ FL
 OK) SQ. FT. FOOTPRINT
 OK) SQ. FT. UNDER ROOF (TOTAL)
  
 8) 106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.THE DESIGNER OF RECORD SHALL
 APPROVE ALL PRODUCT APPROVALS.
 NOTE: ROOFING PERMIT; ONLY CHECKED ITEMS APPLY
 _XX___1.)FOR THE FLAT DECK, SELECT THE APPROVED
 ASSEMBLY YOU ARE USING.ALSO INDICATE WHICH FASTENER
 IF THE OPTIONS HAVE DIFFERENT PRESSURE LIMITATIONS.
  
 _XX___2.)FOR THE FLAT DECK, SPECIFY THE ENHANCED
 FASTENING FOR CORNER AND PERIMETER ZONES.
  
 _XX___ 3.)SEE PRODUCT LIMITATION #7.CALCULATIONS
 PREPARED BY AN ARCHITECT, ENGINEER, OR REGISTERED ROOF
 CONSULTANT REQUIRED FOR ENHANCED FASTENING.
 FL#1654-R1 DOES MATCH THE NOA REPORT SEE
 FLORIDABUILDING.ORG FOR MORE INFORMATION. FL#6571
 SUBMITTED STATES "PENDING FBC APPROVAL"
  
 FYI, RAS 150 IS A PRESCRIPTIVE BUILT UP ROOF SYSTEM
 WHICH IS ALLOWED IN HIGH VELOCITY WHEN ADOPTED BY THE
 AHJ (FBC R4402.8) BUT IS NOT ALLOWED OUTSIDE OF HIGH
 VELOCITY (FBC R905.11.3, STATES IN ACCORDANCE WITH
 MANUFACTURER'S INSTRUCTIONS).
  
 9)R401.3 DRAINAGE.
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM).
  
 MYRON JACOBS
 BUILDING PLAN REVIEWER
 805-6726
  


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