Date |
Text |
2009-05-11 08:41:15 | DENIED |
| REFERENCE: |
| FBC-2004 PLUMBING |
| FBC-2004 CHAPTER 1 |
| |
| ****FROM PREVIOUS REVIEW: |
| |
| ******FROM PREVIOUS REVIEWS: |
| |
| 1. SHT P2.2.2 SUBMIT CALCULATIONS FOR THE EXISTING ROOF |
| DRAINS THAT HAVE THE ADDED VERTICAL CONTRIBUTION FROM |
| THE NEW ADDIITION PLEASE INDICATE TOTAL SQUARE FOOTAGE |
| BEING DRAINED BY THE DRAINS ADJACENT TO THE NEW |
| ADDITION. SHOW EXISTING SF AND 1/2 AREA OF NEW VERTICAL |
| WALL ADDED TO SF. INDICATE THE SIZE OF THE EXISTING |
| ROOF DRAINS AND THE SIZE OF THE EXISTING ROOF LEADERS. |
| SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS. SHOW ALL |
| SECONDARY ROOF DRAINS/SCUPPERS AND INDICATE THE SIZE OF |
| THE SECONDARY ROOF DRAINS/SCUPPERS AND THE SIZE OF THE |
| LEADERS OF THE SECONDARY ROOF DRAINS. THE REASON FOR |
| THIS COMMENT IS BECAUSE OF THE FACT THAT THE ROOF |
| DRAINS BEING DELETED WERE SHOWN ON THE PLANS TO ADDRESS |
| THE VERTICAL CONTRIBUTION FROM THE NEW BUILDING. |
| ****RESPONSE INDICATES THAT THE EXISTING ROOF HAS |
| GUTTERS & DOWNSPOUTS. WITH THE NEW VERTICAL |
| CONTRIBUTION THE CALCULATIONS WILL STILL BE REQUIRED |
| FOR SIZING THE GUTTERS AND DOWNSPOUTS. PLEAS SUBMIT THE |
| CALCULATIONS AS WELL AS THE GUTTER SIZE, DOWNSPOUT |
| SIZE, LOCATION OF DOWNSPOUTS, AND INDICATE THE SLOPE OF |
| THE GUTTERS INDICATING THE HIGH POINT OF THE GUTTERS |
| AND DIRECTION OF FLOW TO THE DOWNSPOUTS. TABLES 1106.3 |
| & 1106.6. |
| ******RESPONSE NOTED, BUT STORM CALCULATIONS FOR |
| EXISTING BUILDING PART ROOF "B" DOES NOT SHOW ANY AREA |
| FOR THE VERTICAL WALLS IN THE CALCULATIONS FOR UPPER |
| ROOF "B". PLEASE CLARIFY. DOES UPPER ROOF "B" NOT HAVE |
| PARAPET WALLS AS DOES UPPER ROOF "A"? -- GUTTER AND |
| DOWNSPOUT SIZES ARE NOT INDICATED ON THE PLANS AS |
| REQUESTED. -- CALCULATIONS FOR THE GUTTERS AND |
| DOWNSPOUTS ARE REQUIRED TO BE PER TABLES 1106.3 & |
| 1106.6 OF THE FBC-2004 PLUMBING CODE, NOT SMACNA AS |
| THAT IS NOT A REFERENCED MATERIAL IN THE PLUMBING CODE. |
| |
| |
| |
| **********NEW COMMENT********** |
| |
| 1B. SHT P6.1 THE RISER DIAGRAM DOES NOT REFLECT THE |
| FLOOR PLAN BY THE DRINKING FOUNTAIN. THE RISER DIAGRAM |
| SHOWS A NEW CONNECTION LOCATION FOR THE HOT & COLD |
| WATER TO THE 2 INCH WATER MAIN, DOES NOT SHOW THE LINES |
| TO THE ROOF AS SHOWN ON THE FLOOR PLAN, AND DOES NOT |
| SHOW THE OLD CONNECTION TO THE WATER MAINS AS SHOWN ON |
| THE FLOOR PLAN. PLEASE CORRELATE THE RISER WITH THE |
| FLOOR PLAN. SECTIONS 106.1.1 & 601.1. |
| ****RESPONSE NOTED, BUT REVISION 19 HAS NOT BEEN FOUND |
| ON THE RISER DIAGRAMS. PLEASE SHOW THE LOCATION OF EACH |
| REVISION NUMBER ON THE RISER DIAGRAM. |
| |
| **********NEW COMMENTS********* |
| |
| 1C. SHT P3.1.2 NO CHANGES FOUND. REVISION 6 WAS |
| REVIEWED ON SHEET SIGNED, SEALED & DATED ON 5-1-08. |
| SECTION 106.1.3. |
| |
| 2C. SHT P3.4 NO CHANGES FOUND FROM SHEET SIGNED, SEALED |
| & DATED 7-13-07. |
| |
| 3C. SHT P5.1 EVERY DRY VENT SHALL RISE VERTICALLY TO A |
| MINIMUM OF 6 INCHES ABOVE THE FLOOD RIM LEVEL OF THE |
| HIGHEST TRAP OR TRAPPED FIXTURE BEING VENTED. SECTION |
| 905.4. THE VENT FOR THE FLOOR DRAIN OFFSETS |
| HORIZONTALLY BELOW THE FLOOR DRAIN. -- REVISION 19 HAS |
| NOT BEEN FOUND ON THE RISER DIAGRAM. PLEASE SHOW THE |
| LOCATION OF EACH REVISION NUMBER ON THE RISER. DIAGRAM. |
| SECTION 106.1.3. |
| |
| 4C. SHT P6.1 REVISION 19 HAS NOT BEEN FOUND ON THE |
| RISER DIAGRAM. PLEASE SHOW THE LOCATION OF EACH |
| REVISION NUMBER ON THE RISER DIAGRAM. SECTION 106.1.3. |
| |
| WHEN RESUBMITTING PLANS PLEASE INDICATE |
| THE REVISION & 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 THE CHANGES CAN BE FOUND |
| WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE |
| ALL VOID SHEETS FROM ALL PLANS AND PLACE |
| ONE SET OF THEM LOOSELY ON TOP OF THE |
| COLLATED PLANS TO BE REVIEWED. |
| THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| |
| REVIEW BY KEN STEVENS |
| (561) 805-6721 |
| FAX (561) 805-6731 |
| E-MAIL [email protected] |
| |