| Date |
Text |
| 2009-08-05 09:09:14 | BUILDING PLAN REVIEW |
| | PERMIT: 09070070 |
| | ADD: 517 DIVISION AVE |
| | CONT: O/B MORRISON, JACQUELINE E |
| | TEL: (561)833-3178 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW PLUMBING |
| | ACTION: DENIED |
| | NOTE FIRE DAMAGE |
| | |
| | 1) PLUMBING RISER AS DRAWN IS NOT CODE COMPLIANT: |
| | |
| | 1A) KITCHEN SINK, IS LOCATED WITH A WINDOW DIRECTLY |
| | BEHIND THE SINK, THE PLUMBING RISER INDICATES A 2" |
| | VERTICAL STACK RUNNING THROUGH THE WINDOW, THE SECOND |
| | ISSUE WITH THIS CONFIGURATION WILL BE THE HORIZONTAL |
| | WASTE BRANCH LINE CAN NOT COMPLY WITH P2603.2. |
| | |
| | P2603.2 DRILLING AND NOTCHING. WOOD-FRAMED STRUCTURAL |
| | MEMBERS SHALL NOT BE DRILLED, NOTCHED OR ALTERED IN ANY |
| | MANNER EXCEPT AS PROVIDED IN SECTIONS R502.2.6, |
| | R602.1.3.1, R602.2.7, R802.2.6 AND R802.2.6.1. HOLES IN |
| | COLD-FORMED STEEL-FRAMED LOAD-BEARING MEMBERS SHALL |
| | ONLY BE PERMITTED IN ACCORDANCE WITH SECTIONS R506.2, |
| | R603.2 AND R804.2. IN ACCORDANCE WITH THE PROVISIONS OF |
| | SECTIONS R603.3.4 AND R804.3.5 CUTTING AND NOTCHING OF |
| | FLANGES AND LIPS OF COLD-FORMED STEEL-FRAMED |
| | LOAD-BEARING MEMBERS SHALL NOT BE PERMITTED. |
| | |
| | |
| | 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). |
| | |
| | EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN |
| | THEY ARE INSTALLED IN ACCORDANCE WITH THE |
| | MANUFACTURER???S RECOMMENDATIONS. |
| | |
| | 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. |
| | |
| | 1B) BATH CONFIGURATION OF THE BATHROOM RISER DIAGRAM |
| | HAS A 3" STACK LOCATED IN THE EXTERIOR WOOD FRAME WALL, |
| | THE SAME ISSUES AS STATED ABOVE IN (1A OCCURS. P2603.2 |
| | DRILLING AND NOTCHING. WOOD-FRAMED STRUCTURAL MEMBERS |
| | SHALL NOT BE DRILLED, NOTCHED OR ALTERED IN ANY MANNER |
| | EXCEPT AS PROVIDED IN SECTIONS R502.2.6, R602.1.3.1, |
| | R602.2.7, R802.2.6 AND R802.2.6.1. HOLES IN COLD-FORMED |
| | STEEL-FRAMED LOAD-BEARING MEMBERS SHALL ONLY BE |
| | PERMITTED IN ACCORDANCE WITH SECTIONS R506.2, R603.2 |
| | AND R804.2. IN ACCORDANCE WITH THE PROVISIONS OF |
| | SECTIONS R603.3.4 AND R804.3.5 CUTTING AND NOTCHING OF |
| | FLANGES AND LIPS OF COLD-FORMED STEEL-FRAMED |
| | LOAD-BEARING MEMBERS SHALL NOT BE PERMITTED. |
| | |
| | |
| | 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). |
| | |
| | EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN |
| | THEY ARE INSTALLED IN ACCORDANCE WITH THE |
| | MANUFACTURER???S RECOMMENDATIONS. |
| | |
| | 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). |
| | |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | ONE & TWO FAMILY PLAN REVIEW SFP-100 |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | SURVEY: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
