Plan Review Notes
Plan Review Notes For Permit 13090695
Permit Number 13090695
Review Stop B
Sequence Number 3
Notes
Date Text
2014-03-24 08:15:49BUILDING PLAN REVIEW
  
 PERMIT: 13090695
 SUBMITTAL: SHOP DRAWINGS/ EXTERIOR METAL STUDS &
 CANOPY FRAMING
 ADD: 1845 PALM BEACH LAKES SHELL C- WHOLE FOODS
 CONT: EMJ
 TEL: (561)373-3902
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE:MONDAY MARCH 24/2014
 ACTION:DENIED.
  
 1) SUBMITTED EXTERIOR FRAMING SHOP DRAWINGS INDICATE
 THE USE OF EXTERIOR SHEATHING PER ARCHITECTURAL SPECS.
 THE ARCHITECTURAL PLANS (A301) INDICATE THE INSTALATION
 OF 5/8 INCH CDX FIRE RETARDANT TREATED PLYWOOD FOR ALL
 EXTERIOR SHEATHING AND ALL WOOD BLOCKING TO BE FIRE
 RETARDANT TREATED FOR SIGNAGE. THERE IS NO MENTION OF
 THE PLYWOOD BEING REQUIRED ON THE SKETCHES, FIRE
 RETADANT TREATED PLYWOOD, 2010 FBC-B 603.1 EXCEPTION #
 1.2 DOES ALLOW FOR THE USE OF FIRE RETARDANT TREATED
 PLYWOOD ON EXTERIOR NON-BEARING WALLS WHERE THERE IS NO
 FIRE RATING REQUIRED.
  
  
 2) THE SECOND ISSUE SKETCH SK-3.00 INDICATES THE 5/8
 INCH EXTERIOR PLYWOOD TO BE FASTENED WITH 0.100 DIA.
 VERSAPIN GRIPSHANK FASTENERS. THE SK-3.00 INDICATES THE
 USE OF 0.100 DIA. VERAPIN GRIPSHANK FASTENERS. PLEASE
 PROVIDE THE SIZE OF THE FASTENER BY DIAMETER AND
 LENGTH. THE 0.100 DIAMETER GUN NAIL IS LESS THAN A
 NUMBER 6 COMMON NAIL PLEASE REVIEW 2010 FBC-B TABLE
 2304.6.1 THIS NAIL WILL NOT MEET THE WINDS FOR 125 MPH
 SINCE IT WILL REQUIRE A 1.5 INCH PENETRATION INTO THE
 FRAMING MEMBER.
  
 3) THE SECOND ISSUE SKETCH SK-3.00 INDICATES THE 5/8
 INCH EXTERIOR PLYWOOD TO BE FASTENED WITH 0.100 DIA.
 VERSAPIN GRIPSHANK FASTENERS. THE SK-3.00 INDICATES THE
 USE OF 0.100 DIA. VERAPIN GRIPSHANK FASTENERS. WHEN
 THESE FASTENERS ARE GOING TO BE FASTENING INTO FIRE
 RETARDANT TREATED PLYWOOD THE FASTENERS WILL NEED TO
 COMPLY WITH:
  
 2010 FBC-B 2304.9.5.1 FASTENERS AND CONNECTORS FOR
 PRESERVATIVE-TREATED WOOD.FASTENERS IN CONTACT WITH
 PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED
 ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON
 BRONZE OR COPPER. FASTENERS OTHER THAN NAILS, TIMBER
 RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED
 TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH
 COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55
 MINIMUM. CONNECTORS THAT ARE USED IN EXTERIOR
 APPLICATIONS AND IN CONTACT WITH PRESERVATIVE-TREATED
 WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE
 WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER?S
 RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER?S
 RECOMMENDATIONS, A MINIMUM OF ASTM A 653, TYPE G185
 ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE
 USED.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  


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