Plan Review Notes
Plan Review Notes For Permit 18101097
Permit Number 18101097
Review Stop B
Sequence Number 1
Notes
Date Text
2018-10-25 10:30:21****CORRECTIONS****
 W.P.B. PERMIT: 18101097
 REVIEWED: OCTOBER 25, 2018
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER I
 [email protected]
 561-805-6718
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC AMENDED = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC ENERGY = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 [FBC 107.5.2]PROVIDE DIAGRAM TO SHOW LOCATION OF ROOF
 AREA TO BE REPLACED.
 ADD ROOF PITCH TO DIAGRAM TO SHOW DRAINAGE.
  
 PROVISO: (NO RESPONSE REQUIRED)
 PROVIDE NAILING TO BRING THE SHEATHING UP TO CURRENT
 FBC 2017 STANDARDS AS PROVIDED BELOW FOR THE SHEATHING
 APPLICATION THAT APPLIES TO YOUR PROJECT.
  
 [FBC R908.7.1.1]
 ROOF DECKING CONSISTING OF SAWN LUMBER OR WOOD PLANKS
 UP TO 12 INCHES WIDE AND SECURED WITH AT LEAST TWO
 NAILS (MINIMUM SIZE 8D) TO EACH ROOF FRAMING MEMBER IT
 CROSSES SHALL BE DEEMED TO BE SUFFICIENTLY CONNECTED.
 SAWN LUMBER OR WOOD PLANK DECKING SECURED WITH SMALLER
 FASTENERS THAN 8D NAILS OR WITH FEWER THAN TWO NAILS
 (MINIMUM SIZE 8D) TO EACH FRAMING MEMBER IT CROSSES
 SHALL BE DEEMED SUFFICIENTLY CONNECTED IF FASTENERS ARE
 ADDED SUCH THAT TWO CLIPPED HEAD, ROUND HEAD, OR RING
 SHANK NAILS (MINIMUM SIZE 8D) ARE IN PLACE ON EACH
 FRAMING MEMBER IT CROSSES.
  
 R908.7.1.2
 FOR ROOF DECKING CONSISTING OF WOOD STRUCTURAL PANELS,
 FASTENERS AND SPACING REQUIRED IN COLUMNS 3 AND 4 OF
 TABLE R908.7.1.2 ARE DEEMED TO COMPLY WITH THE
 INDICATED DESIGN WIND SPEED RANGE. WOOD STRUCTURAL
 PANEL CONNECTIONS RETROFITTED WITH A TWO PART URETHANE
 BASED CLOSED CELL ADHESIVE SPRAYED ONTO THE JOINT
 BETWEEN THE SHEATHING AND FRAMING MEMBERS ARE DEEMED TO
 COMPLY PROVIDED TESTING USING THE MANUFACTURER?S
 RECOMMENDED APPLICATION ON PANELS CONNECTED WITH 6D
 SMOOTH SHANK NAILS AT NO MORE THAN A 6-INCH EDGE AND
 12-INCH FIELD SPACING DEMONSTRATE AN UPLIFT RESISTANCE
 OF A MINIMUM OF 200 PSF.
  
  
  
  


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