Plan Review Notes
Plan Review Notes For Permit 21011004
Permit Number 21011004
Review Stop B
Sequence Number 1
Notes
Date Text
2021-02-25 11:01:51SFR EXTERIOR REPAIRS AND SIDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) PLEASE SHOW THE WATER BARRIER TO COMPLY WITH FBC
 R703.2 WATER-RESISTIVE BARRIER.
 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND
 BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR
 OTHER APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED
 OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15
 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE
 UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2
 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE
 LAPPED NOT LESS THAN 6 INCHES (152 MM). OTHER APPROVED
 MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE
 WATER-RESISTIVE BARRIER MANUFACTURER?S INSTALLATION
 INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED
 WATER-RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO
 THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND
 BUILDING APPENDAGES IN A MANNER TO MEET THE
 REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED
 IN SECTION R703.1.
 2) SIDING IS SUBJECT TO WIND LOADS. PLEASE SHOW THE
 SIDING TYPE AND REQUIRED ATTACHMENT TYPE, SIZE AND
 AMOUNT FBC R703.1.2 WIND RESISTANCE.
 WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENTS
 SHALL BE CAPABLE OF RESISTING WIND LOADS IN ACCORDANCE
 WITH TABLES R301.2(2) AND R301.2(3) FOR WALLS USING AN
 EFFECTIVE WIND AREA OF 10 SQUARE FEET. WIND-PRESSURE
 RESISTANCE OF THE SIDING AND BACKING MATERIALS SHALL BE
 DETERMINED BY ASTM E330 OR OTHER APPLICABLE STANDARD
 TEST METHODS. WHERE WIND-PRESSURE RESISTANCE IS
 DETERMINED BY DESIGN ANALYSIS, DATA FROM APPROVED
 DESIGN STANDARDS AND ANALYSIS CONFORMING TO GENERALLY
 ACCEPTED ENGINEERING PRACTICE SHALL BE USED TO EVALUATE
 THE SIDING AND BACKING MATERIAL AND ITS FASTENING. ALL
 APPLICABLE FAILURE MODES INCLUDING BENDING RUPTURE OF
 SIDING, FASTENER WITHDRAWAL AND FASTENER HEAD
 PULL-THROUGH SHALL BE CONSIDERED IN THE TESTING OR
 DESIGN ANALYSIS. WHERE THE WALL COVERING AND THE
 BACKING MATERIAL RESIST WIND LOAD AS AN ASSEMBLY, USE
 OF THE DESIGN CAPACITY OF THE ASSEMBLY SHALL BE
 PERMITTED.
  


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