Plan Review Notes
Plan Review Notes For Permit 09060526
Permit Number 09060526
Review Stop B
Sequence Number 1
Notes
Date Text
2009-07-06 13:05:13BUILDING PLAN REVIEW
 PERMIT:09060526
 ADD: 3512 S DIXIE HWY
 CONT: KARNS CONSTRUCTION
 TEL: (561)767-6118
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1) INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE
 CODE/2007 -OPTIONS- DRAWINGS & SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC TO THE TECHNICAL CODES
 "SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR THE TERM
 "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR
 SPECIFIC INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 NOTE NOA 08-0512.10 IS A TAMKO MODIFIED SYSTEM OVER
 CONCRETE DECKS PRESSURE -622.5 FOR NON-INSULATED
 CONCRETE DECK, IF GIVEN THE OPTION FOR 1 1/2 INCHES OF
 ROOF INSULATION THE WRONG REPORT WOULD HAVE BEEN
 SUBMITTED.
  
 2) MISSING THTTE WIND DESIGN INFORMATION: 1603.1.4 WIND
 DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 2A) BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
  
 2B) WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
  
 2C) WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 2D) THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
  
 2E) COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
 OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL.
  
 3) THE REAR SLOPED ROOFING PRODUCT APPROVAL SUBMITTED
 INDICATES IN THE NOA08-0226.06 A SURFACING PRODUCT FOR
 A FINISHED PRODUCT PLEASE SEE TABLE 4 CIRCLE THE
 PRODUCT TO BE INSTALLED.
  
 4) STUCCO OVER WOOD FRAME CONSTRUCTION REQUIRES A BOND
 BRAKER. 1404.2.1 WHERE CEMENT PLASTER (STUCCO) IS TO BE
 APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL
 BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER
 AND THE WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE
 PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE
 CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE
 FOLLOWING:
  
 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER OR
  
 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER
 OVER AN APPROVED PLASTIC HOUSE WRAP, OR
  
 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN
 ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.


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