Date |
Text |
2010-08-16 11:00:32 | PLUMBING 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 |
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| 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: |
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| 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). |
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| PLEASE NOTE AN AIR ADMITTANCE DEVICE MAY BE USED |
| INSTEAD OF THE 2 INCH VENT. |
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| 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. |
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| 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 |
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