| Date |
Text |
| 2017-03-29 13:45:05 | 1) SHT. ALS.1.1 - WHAT TABLE AND WHAT CODE ARE YOU |
| | DERIVING YOUR SANITARY FIXTURE REQUIREMENTS FROM? TABLE |
| | 403.1 IN THE 2014 FBC-PLUMBING REQUIRES ONE WATER |
| | CLOSET FOR EVERY 75 MALES AND ONE WATER CLOSET FOR |
| | EVERY 75 FEMALES, NOT ONE PER 500. THERE IS ALSO AN |
| | ISSUE WITH THE TABLE ON THE PLANS FOR THE LAVATORIES. |
| | THE RATIO IS ONE LAVATORY FOR EVERY 200 MALES AND ONE |
| | LAVATORY FOR EVERY 200 FEMALES. ALSO, THE SPLIT HAS TO |
| | BE EQUAL, NOT 48 & 49. THE CORRECT NUMBER OF FIXTURES |
| | HAVE BEEN SUPPLIED BUT CORRECT THE TABLE.WPB AMEND. TO |
| | FBC SEC. 107.2.1, FBC-PLUMBING SEC. 403.1. |
| | 2) SHT. ALS.1.1 - THE DOORS IN THE TOILET ROOMS SWING |
| | INTO THE REQUIRED CLEAR FLOOR SPACE FOR THE LAVATORIES |
| | WHICH IS PROHIBITED BY 2014 FBC-ACCESS SEC.603.2.3. SEE |
| | EXCEPTION #2 AND SHOW COMPLIANCE ON THE PLAN. |
| | 3) SHT. A2.01 SHOWS GUTTERS. PROVIDE THE GUTTER SIZES |
| | AND THE SQUARE FOOT AREA DRAINED BY EACH GUTTER. |
| | GUTTERS AND DOWNSPOUTS SHALL BE SIZED PER 2014 |
| | FBC-PLUMBING TABLE 1106.6. |
| | 4) SUBMIT A STORM DRAINAGE RISER FOR REVIEW. THE |
| | RAINFALL RATE SHALL BE BASED ON A 5 INCH PER HOUR |
| | RAINFALL, NOT 4.5 INCHES. |
| | 5) SHT. A8.02 - DETAIL #2 & #5 - THE MINIMUM VERTICAL |
| | DISTANCE FOR KNEE CLEARANCE UNDER AN ELEMENT SHALL BE |
| | 27 INCHES PER 2014 FBC-ACCESSIBILITY SEC.306.3.1. |
| | 6) SHT. A8.02 - DETAIL #2 - THE GRAB BAR BEHIND THE |
| | WATER CLOSET SHALL BE LOCATED PER 2014 |
| | FBC-ACCESSIBILITY SEC.604.5.2 & FIG. 604.5.2. |
| | 7) SHT. A8.02 - DETAIL #3 - THE SIDE WALL GRAB BAR NEXT |
| | TO THE WATER CLOSET SHALL BE LOCATED PER 2014 |
| | FBC-ACCESS. SEC.604.5.1 & FIG. 604.5.1. |
| | 8) SHT. A8.02 - DETAILS #3 & #4 - THE TOILET PAPER |
| | DISPENSER SHALL BE LOCATED 7 INCHES MINIMUM AND 9 |
| | INCHES MAXIMUM TO THE CENTERLINE OF THE FIRST TOILET |
| | PAPER DISPENSER. 2014 FBC-ACCESS SEC.604.7. |
| | 9) SHT. A8.02 - THE HEIGHT OF THE TOILET PAPER |
| | DISPENSER IS SHOWN AT 1'-7" MAXIMUM AND 2'-0" MINIMUM. |
| | THIS IS OBVIOUSLY A TYPO ERROR. PLEASE CORRECT. |
| | 10) SUBMIT A CLEAR DETAIL FOR THE HOT WATER |
| | RECIRCULATING SYSTEM. COMPLY WITH 2014 FBC-PLUMBING |
| | SEC.607.2.2. |
| | 11) SHT. P0.2 - DETAIL #4 - THE GENERAL NOTES ON THE |
| | DETAIL REFER TO THE UNIFORM PLUMBING CODE. THE CODE IN |
| | EFFECT IS THE 2014 FLORIDA BUILDING CODE-PLUMBING. |
| | PLEASE REVISE THE NOTE. |
| | 12) SHT. P0.2 - DETAIL #1 - PROVIDE INFORMATION AS TO |
| | HOW THE CONDENSATE STANDS WILL BE ANCHORED TO THE ROOF |
| | MEMBRANE. WPB AMEND. TO FBC SEC. 107.2.1. |
| | 13) SHT. P0.2 - THE GENERAL NOTES STATE THAT THE GREASE |
| | INTERCEPTOR IS 1250 GALLON CAPACITY AND THERE IS A NOTE |
| | IN THE UPPER LEFT CORNER OF THE DETAIL STATING THE IT |
| | IS 750 GALON. CLARIFY. |
| | 14) SHT. P1.1 - THE GREASE TRAP SIZING FORMULA NOTES 40 |
| | SEATS BUT SHT A1.14 SHOWS MORE THAN 40 SEATS. THE BAR |
| | AREA SEATS, PATIO AREA AND BANQUET AREAS MUST BE |
| | INCLUDED IN THE CALCULATIONS. |
| | |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | PLUMBING PLAN REVIEW |
| | 561-805-6692 |
| | [email protected] |
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