Plan Review Notes
Plan Review Notes For Permit 10070561
Permit Number 10070561
Review Stop P
Sequence Number 1
Notes
Date Text
2010-08-16 11:00:32PLUMBING PLAN REVIEW
 PERMIT: 10070561
 ADD: 716 NEY YORK ST
 CONT: TO BE DETERMINED
 CONTACT: PENE LATHAM
 TEL: (561)832-1500
  
 FL BLD CODE PLUMBING= 2007 FLORIDA BUILDING CODE-
 PLUMBING
 W/ 2009 FBC SUPPLEMENTS * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) SHEET 6.1 ISOMETRIC PLAN THE NEW BATHROOM INDICATES
 A WATERCLOSET AND SHOWER CONNECTED TO THE SAME STACK.
 PLEASE REVIEW P3107.3 CONNECTIONS AT DIFFERENT LEVEL.
 THE UPPER FIXTURE SHALL NOT BE A WATER CLOSET.
 CURRENTLY SHOWN THE SHOWER IS NOT VENTED.
  
 2) THE KITCHEN THE PLANS INDICATE WINDOWS REQUIRING THE
 VENT TO BE ROUTED PAST THE FRAMED WINDOW OPENING.
 R602.2.7 DRILLING AND NOTCHING???STUDS. DRILLING AND
 NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE
 FOLLOWING:
  
 1.NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING
 PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT
 EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING
 PARTITIONS MAY BE NOTCHED
 TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD
 WIDTH.
  
 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED
 THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN
 60 PERCENT OF THE STUD WIDTH, THE EDGE OF THE HOLE IS
 NO MORE THAN 5/8
 INCH (16 MM) TO THE EDGE OF THE STUD, AND THE HOLE IS
 NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH.
 STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS
 DRILLED OVER 40 PERCENT
 AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE
 THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES
 R602.2.7(1) AND R602.2.7(2).
  
 PLEASE NOTE AN AIR ADMITTANCE DEVICE MAY BE USED
 INSTEAD OF THE 2 INCH VENT.
  
 3) WITHIN THE NEW HALF BATH THE SANITARY VENT WILL
 EITHER CUT OR NOTCH THE TOP AND BOTTOM PLATE PLEASE
 REVIEW SECTION: R602.2.7.1 DRILLING AND NOTCHING OF TOP
 PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY
 IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL,
 NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP
 PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A
 GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCHES
 THICK (1.37 MM) (16 GA) AND 11/2 INCHES (38 MM) WIDE
 SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE
 OF THE OPENING WITH NOT LESS THAN EIGHT 10D (0.148 INCH
 DIAMETER) NAILS HAVING A MINIMUM LENGTH OF 11/2 INCHES
 (38 MM) AT EACH SIDE OR EQUIVALENT. SEE FIGURE
 R602.2.7(1).
 EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE
 NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL
 SHEATHING.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  


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