Plan Review Notes
Plan Review Notes For Permit 08030126
Permit Number 08030126
Review Stop B
Sequence Number 1
Notes
Date Text
2008-03-11 11:52:532004 FBC W/2007 REVISIONS
 INSTALL CANOPY
  
 DENIED BY BUILDING
  
 1) SPECIFY THE APPLICABLE BUILDING CODE ON THE PLANS.
  
 2) SPECIFY THE FOLLOWING INFORMATION ON THE PLANS AND
 CALCULATIONS.
 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:
 1.BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2.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. 3.
 WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4.THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5.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) SPECIFY THE ROOF LIVE AND DEAD LOADS ON THE PLANS.
 FBC 1603.1.2 AND 1607.11.
  
 4) SUBMIT PRODUCT APPROVALS FOR THE ROOF SHINGLES,
 HURRICANE STRAPS AND CONNECTORS AS REQUIRED BY DCA RULE
 9B-72.
  
 5)FBC 106.3* CITY AMENDMENTS 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.
  
 6) SUBMIT (2) COPIES OF TRUSS LAYOUT AND DRAWINGS
 SIGNED, SEALED AND DATED BY THE TRUSS ENGINEER AND
 REVIEWED AND APPROVED BY THE DESIGNER OF RECORD FOR THE
 STRUCTURE. FBC 106.3.5* AND 106.1.1.2* CITY
 AMENDMENTS.
  
 7) SPECIFY TWO LAYERS OF UNDERLAYMENT ON THE PLANS AS
 REQUIRED BY FBC 1507.2.8 UNDERLAYMENT APPLICATION. FOR
 ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (17-PERCENT SLOPE), UP TO FOUR UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE),
 UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE
 FOLLOWING MANNER. APPLY A MINIMUM 19-INCH-WIDE (483 MM)
 STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING
 AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE.
 STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM)
 SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19
 INCHES (483 MM) AND FASTENED SUFFICIENTLY TO HOLD IN
 PLACE. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12
 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER,
 UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE
 FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE
 FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND
 LAPPED 2 INCHES (51 MM), FASTENED ONLY AS NECESSARY TO
 HOLD IN PLACE.
  
 8) IF A COVER OR INDEX SHEET IS USED FOR ENGINEERING
 SPECIFICATIONS IN LIEU OF SIGNING AND SEALING EACH
 PAGE, THE PAGES TO WHICH THE COVER SHEET APPLIES ARE
 REQUIRED TO BE IDENTIFIED ON THE COVER SHEET. THE
 ENGINEER IS REQUIRED TO LEGIBLY INDICATE THEIR NAME,
 ADDRESS AND LICENSE NUMBER ON THE COVER SHEET. THE
 PROJECT (NAME AND ADDRESS) TO WHICH THE SPECIFICATIONS
 OR CALCULATIONS APPLY IS REQUIRED TO BE IDENTIFIED ON
 THE COVER SHEET. SEE FS 471, FAC 61G15-23.002 AND FBC
 106.1* CITY AMENDMENTS.
  
 9) THE ENGINEER,S CALCULATIONS SHOW A 2 X 12 RIDGE
 BOARD AND THE PLANS SHOW TRUSSES. PLEASE CORRECT. FBC
 106.1.1* CITY AMENDMENTS.
  
 10) SHEET 7 OF THE CALCULATIONS SHOWS A 1/4" X 14" BOLT
 THROUGH THE RAFTERS AND RIDGE BOARD. CLARIFY HOW THE
 BOLT, WASHERS AND NUT WILL BE COUNTERSUNK ON EACH END.
 THIS METHOD WILL BE DIFFICULT TO ACCOMPLISH ( SUGGEST
 STRAPS) AND DOES NOT CORRESPOND WITH THE PLANS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved