| Date |
Text |
| 2019-10-24 12:41:43 | PLUMBING COMMENTS: APPROVED W/PROVISO |
| | 1.CONCRETE TIE BEAMS OR BOND BEAMS SHALL NOT BE CUT, |
| | DRILLED, NOTCHED OR MODIFIED IN ANY WAY WITHOUT A |
| | DETAIL SIGNED AND SEALED BY A DULY LICENCED DESIGN |
| | PROFESSIONAL WHICH SHALL BE SUBMITTED TO THE BUILDING |
| | DEPARTMENT, APPROVED AND IN PLACE PRIOR TO INSPECTION. |
| | CONTRACTOR PROCEEDS AT THEIR OWN RISK. |
| | 2.HORIZONTAL PIPING PASSING THROUGH WOOD FRAME STUDS |
| | SHALL BE INSTALLED IN ACCORDANCE WITH FBC RES R602.6 |
| | DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE |
| | WITH THE FOLLOWING: |
| | A. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING |
| | PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED TO A |
| | DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN |
| | NONBEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED |
| | TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD |
| | WIDTH. |
| | B. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR |
| | DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING |
| | HOLE IS NOT MORE THAN 60 PERCENT OF THE STUD WIDTH, THE |
| | EDGE OF THE HOLE IS NOT 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 BE DOUBLED WITH NOT |
| | MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. FOR |
| | CLARIFICATION, REFER TO FIGURES R602.6(1) AND R602.6(2) |
| | IN THE FLORIDA RESIDENTIAL CODE 2017 6TH EDITION (FBC |
| | RES). |
| | EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED |
| | WHERE THEY ARE INSTALLED IN ACCORDANCE WITH THE |
| | MANUFACTURER?S RECOMMENDATIONS. |
| | 3.VERTICAL VENTS PASSING THROUGH WOOD FRAME TOP PLATES |
| | SHALL BE INSTALLED IN ACCORDANCE WITH FBC RES R602.6.1 |
| | 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 NOT LESS THAN 0.054 INCH 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. THE METAL TIE MUST |
| | EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. FOR |
| | CLARIFICATION, REFER TO FIGURES R602.6.1 IN THE FLORIDA |
| | RESIDENTIAL CODE 2017 6TH EDITION (FBC RES). |
| | EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE |
| | NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL |
| | SHEATHING. |
| | 4. PER WPB FBC 107.2.1, PROVIDE AS A DEFERRED |
| | SUBMITTAL, THE SUPPORTING DOCUMENT PREVIOUSLY PROVIDED |
| | FOR THE TANKLESS WATER HEATER AND SPECIFY ON THE |
| | DOCUMENT WHICH MODEL WATER HEATER IS TO BE FURNISHED. |
| | THE DOCUMENT SHALL BE SUBMITTED TO THE BUILDING |
| | DEPARTMENT WITH ARCHITECT?S STAMP, APPROVED AND ON SITE |
| | PRIOR TO FINAL INSPECTION. PROCEED AT YOUR OWN RISK. |
| | 5. PER FBC RES P26094.4, MAINTAIN A DISTANCE BETWEEN |
| | THE TRENCHING FOR THE BUILDING SEWER RUNNING PARALLEL |
| | TO THE BUILDING FOUNDATION EDGE THAT KEEPS THE TRENCH |
| | OUT OF THE 45 DEGREE ANGLE OF REPOSE. SEE REDLINED |
| | COMMENT ON SANITARY PLAN VIEW. |
| | 6. PER FBC RES P3105.1, THE VENT FOR THE BAR SINK SHALL |
| | NOT CONNECT BELOW THE TRAP WEIR AND PER FBC RES P3104.4 |
| | SHALL CONNECT TO THE TOP OF THE TRAP CONNECTION AND |
| | RISE VERTICALLY TO A POINT 6? ABOVE THE FICTURE RIM OR |
| | TRAP BEFORE OFFSETTING HORIZONTALLY. SEE REDLINED |
| | COMMENT ON SANITARY RISER DIAGRAM. |
| | |
