| Date |
Text |
| 2008-04-14 11:33:54 | PLUMBING PLAN REVIEW: |
| | DENIED: |
| | |
| | PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODES WITH |
| | 2007 REVISIONS, CITY OF WEST PALM BEACH AMENDMENTS TO |
| | CHAPTER 1 (W.P.B.), FLORIDA ADMINISTRATIVE CODE |
| | (F.A.C.), AND FLORIDA STATUTES (F.S.). |
| | |
| | THE FOLLOWING CORRECTIONS/INFORMATION ARE REQUIRED FOR |
| | PLUMBING PLAN REVIEW TO MEET CODE COMPLIANCE. |
| | |
| | 1. PLEASE CLARIFY THE SCOPE OF WORK. THE PERMIT |
| | APPLICATION INDICATES "ADDITION TO EXISTING HOME", |
| | HOWEVER SHEET E-1.0 IS INDICATING A GAS GENERATOR BY |
| | THE EXISTING GAS WATER HEATER WITH NO INFORMATION. IF |
| | IT IS THE INTENT TO HAVE THE GENERATOR IN THE SCOPE OF |
| | WORK, PLEASE CLEARLY INDICATE THIS AND COMPLETE THE |
| | PLANS ACCORDINGLY AND SUBMIT MANUFACTURER'S |
| | SPECIFICATIONS/CUT SHEETS ON THE GENERATOR CLEARLY |
| | INDICATING THE MAKE, MODEL NUMBER, BTU LOAD CAPACITY, |
| | AND A LISTING FROM A NATIONALLY RECOGNIZED TESTING |
| | LABORATORY AS WELL AS THE FOLLOWING INFORMATION FOR THE |
| | GAS SYSTEM (OR DELETE THE GENERATOR FROM PLANS). |
| | |
| | A. SUBMIT AN ISOMETRIC DRAWING THAT |
| | CLEARLY SHOWS ALL CUT SECTIONS OF PIPE |
| | AND CORRESPONDING LENGTHS PER FBC-2004 |
| | FUEL GAS CODE. PER FBC FUEL GAS SECTION 401.1 SCOPE. |
| | |
| | B. SHOW TYPE OF PIPING MATERIAL BEING |
| | INSTALLED, ALL PIPE SIZES, (AND THE EDH |
| | NUMBER OF CORRUGATED STAINLESS STEEL |
| | TUBING FOR EACH PIPE SIZE BEING USED. PER FBC FUEL GAS |
| | SECTION 401.1 SCOPE. |
| | |
| | C. CLEARLY INDICATE THE TYPE OF GAS, (LP OR NATURAL) |
| | BEING USED. PER FBC FUEL GAS SECTION 401.1 SCOPE. |
| | |
| | D. BTU LOAD OF EACH APPLIANCE AND THE |
| | TOTAL BTU LOAD ON THE SYSTEM. REFER TO |
| | THE FBC-2004 FUEL GAS CODE SECS. 401.8 |
| | THRU 402.6.1 AND TABLES 402.4(1) THRU |
| | 402.4(33). (THIS INCLUDES THE EXISTING GAS SYSTEM) |
| | |
| | E. SHOW THE DISTANCE FROM THE POINT OF |
| | DELIVERY, (METER), TO THE MOST REMOTE |
| | OUTLET IN THE BUILDING AND/OR SYSTEM PER |
| | FBC-2004 FUEL GAS CODE APPENDIX A - USE |
| | OF CAPACITY TABLES A.3.1(4). (THIS INCLUDES THE |
| | EXISTING GAS SYSTEM) |
| | |
| | F. INDICATE THE DELIVERY PRESSURE (PSI) |
| | PER FBC-2004 FUEL GAS CODE SEC. 402.2. |
| | NATURAL GAS SPECIFY .5 PSI OR 2 PSI. |
| | LP GAS SPECIFY .5 PSI, 2 PSI OR 10 PSI . |
| | |
| | 2. SITE PLAN ARCHITECTURAL NOTES, PLUMBING GENERAL |
| | NOTES (7): AIR CHAMBERS ARE NOT APPROVED BY THE FBC |
| | PLUMBING SECTION 604.9 WATER HAMMER. HOWEVER IF IT IS |
| | THE INTENT TO USE AIR CHAMBERS THEY SHALL BE INSTALLED |
| | PER "STANDARD PDI-WH 201" WITH A RECHARGABLE TYPE OF |
| | AIR CHAMBER (DETAIL REQUIRED) OR DELETE AIR CHAMBERS |
| | FROM PLANS. |
| | |
| | 3. SHEET A-3.0 ROOF PLAN ROOF DRAINAGE CALCULATIONS |
| | APPEAR TO BE WRONG FOR EACHROOF AREA. AREA #1 & #2 ONLY |
| | HAVE 48 SQUARE INCHES OF PROVIDED SCUPPER. AREA #3 |
| | SHOULD NOT HAVE ANY SCUPPERS. SQUARE FOOTAGE FOR AREA |
| | #2 APPEARS WAY TO LOW, THIS ROOF AREA IS RECIEVING ALOT |
| | MORE THAN THE INDICATED 207 SQ. FT. PLEASE CLEARLY |
| | IDENTIFY EACH SCUPPER WITH INDIVIDUAL SQUARE FOOTAGE |
| | AND VERTICAL WALL CALCULATIONS FOR EACH SCUPPER. PER |
| | FBC PLUMBING SECTION1101.1 SCOPE, 1101.7 ROOF DESIGN, |
| | AND 1106.4 VERTICAL WALLS. |
| | |
| | 4. SHEET A-3.0 ROOF PLAN: PLEASE CLEARLY IDENTIFY ALL |
| | "UNDERCUT PARAPET FOR DRAINAGE", ONE IS NOT IDENTIFIED |
| | FROM AREA 1 TO AREA 2. PER FBC PLUMBING SECTION 1101.1 |
| | SCOPE. |
| | |
| | 5. SHEET A-3.0 ROOF PLAN: SECONDARY ROOF DRAINAGE IS |
| | REQUIRED. PER FBC PLUMBING SECTION 1107.1 SECONDARY |
| | DRAINAGE REQUIRED. THE SECONDARY ROOF DRAINAGE SYSTEM |
| | SHALL BE SEPERATE FROM THE PRIMARY ROOF DRAINAGE |
| | SYSTEM. PER FBC PLUMBING SECTION 1107.2 SEPERATE |
| | SYSTEMS REQUIRED. |
| | |
| | 6. SHEET A-3.0 ROOF PLAN: DRAINAGE FOR THE SCUPPERS |
| | SHALL DRAIN A MINIMUM OF 1 FOOT AWAY FROM BUILDING |
| | STRUCTURE. PER FBC BUILDING SECTION 1503.6 PROTECTION |
| | AGAINST DECAY AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 7. SHEET S-1.0 PART. PLUMBING RISER UTILITY: CLEARLY |
| | IDENTIFY THE TRAP FOR THE WASHING MACHINE AS BEING 2 |
| | INCH. PER FBC PLUMBING SECTION 406.3 WASTE CONNECTION. |
| | A 3 INCH CLEANOUT IS REQUIRED FOR THE WASHING MACHINE |
| | DRAINAGE STACK PER FBC PLUMBING SECTION 708.7 MINIMUM |
| | SIZE. THE CLEANOUT SHALL BE LOCATED AT 4 FEET ABOVE |
| | FINNISH FLOOR. PER FBC PLUMBING SECTION 708.9 ACCESS. |
| | |
| | 8. SHEET S-1.0 PLUMBING RISER DIAGRAM: A TWO-WAY |
| | CLEANOUT SHALL BE LOCATED AT THE JUNCTION OF THE |
| | BUILDING DRAIN AND THE BUILDING SEWER. PER FBC PLUMBING |
| | SECTION 708.3.5 BUILDING DRAIN AND BUILDING SEWER |
| | JUNCTION. |
| | |
| | ********IMPORTANT INFORMATION******** |
| | WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION |
| | AND 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 |
| | CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT. |
| | THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | NOTE: THERE IS ONLY ONE CORRECTED DRAWING |
| | IN RED INK ON THE INDICATED PLAN SHEETS BY THIS PLANS |
| | EXAMINER FOR REFERENCE FOR THE |
| | RESUBMITTAL. |
| | |
| | END OF COMMENTS: |
| | |
| | REVIEW BY: MIKE PERSON |
| | PLUMBING PLANS EXAMINER |
| | PHONE= (561) 805-6730 |
| | FAX= (561) 805-6731 |
| | E-MAIL= [email protected] |
