| 2021-07-08 09:47:02 | 1) SHT. P720 - SHOW THE SLOPE OF THE PIPE ON ALL PIPE |
| | SECTIONS. PIPE SIZING SHALL COMPLY WITH FBC-PLUMBING |
| | SEC.710 & TABLE 710.1(1). |
| | 2)SHT. P720 - THERE IS AN 8 INCH SANITARY LINE WITH |
| | 2,620 DFU'S DISCHARGING INTO IT. THE HORIZONTAL PORTION |
| | OF THIS DRAIN IS UNDERSIZED AT 1/8 PER FOOT SLOPE PER |
| | FBC-PLUMBING SEC. 710.1 AND TABLE 710.1 (1). SHOW THE |
| | SLOPE FOR THIS HORIZONTAL SECTION OF PIPE. |
| | 3) SHT. P720 - THERE IS A 6 INCH HORIZONTAL SANITARY |
| | LINE SHOWING 218 DFU'S AND THEN THE DFU'S DECREASE TO |
| | 192. THE FIXTURE LOAD SHOULD INCREASE SINCE THERE IS AN |
| | ADDITIONAL 4 INCH LINE CCONNECTED TO IT. CLARIFY. |
| | 4) SHT. P720 - SHOW THE SLOPE OF THE SECTIONS OF 10 |
| | INCH PIPE. THERE ARE NUMEROUS SECTIONS WITH NO SLOPE |
| | SHOWN. WPB AMEND. TO FBC SEC. 107.2.1. |
| | 5) SHT. P720-THERE IS AN 8 INCH HORIZONTAL SANITARY |
| | LINE WITH 1,949 DFU'SS DISCHARGING INTO IT. THIS LINE |
| | IS UNDERSIZED AT 1/8 INCH SLOPE PER FBC-PLUMBING SEC. |
| | 710.1 AND TABLE 710.1 (1). INDICATE THE SLOPE OF THE |
| | PIPE ON THE PLANS.WPB AMEND. TO FBC SEC. 107.2.1. |
| | 6) SHT. P720 - THERE IS A 10 INCH SANITARY LINE ON THE |
| | PLANS THAT STATES " 10 INCH SANITARY UP, REFER TO CIVIL |
| | PLANS FOR CONT." IT APPEARS THIS IS AN UNDERGROUND LINE |
| | SO THE NOTE "10 INCH SANITARY UP" IS CONFUSING. |
| | CLARIFY. SHOW THE SLOPE OF THE PIPE ON THE PLANS. WPB |
| | AMEND. TO FBC SEC. 107.2.1. |
| | 7) SHT. P720 - SHOW THE SHEET NUMBER ON RISER TAGS |
| | SS/P1 & SS/P60. ALSO, SHOW THE SLOPE OF THE 6 INCH |
| | HORIZONTAL SANITARY LINE WITH 126 DFU'S DISCHARGING |
| | INTO IT.WPB AMEND. TO FBC SEC. 107.2.1. |
| | 8) SHT. P730 -THE 4 INCH HORIZONTAL STORM DRAIN FOR |
| | RISER RW/P7 THAT IS DRAINING 1,745 SQUARE FEET IS |
| | UNDERSIZED PER FBC-PLUMBING TABLE 1106.3. A MAXIMUM OF |
| | 1,504 SQUARE FEET CAN BE COLLECTED ON A 4 INCH DRAIN AT |
| | 1/8 OF AN INCH SLOPE. |
| | 9) SHT. P730 - SHOW THE SLOPE OF THE HORIZONTAL STORM |
| | DRAIN PIPING ON ALL SECTIONS OF THE SYSTEM.WPB AMEND. |
| | TO FBC SEC. 107.2.1. |
| | 10) SHT. P730 - THE 8 INCH HORIZONTAL STORM DRAIN FOR |
| | RISER RW/P4 THAT IS DRAINING 15,571 IS UNDERSIZED AT |
| | 1/8 INCH SLOPE. A MAXIMUM OF 9,200 SQUARE FEET CAN BE |
| | DRAINED PER FBC-PLUMBING TABLE 1106.3. |
| | 11) SHT. P730 - THE 12 INCH HORIZONTAL STORM DRAIN THAT |
| | IS DRAINING 28,931 IS UNDERSIZED AT A 1/8 INCH SLOPE. A |
| | MAXIMUM OF 26,650 SQUARE FEET CAN BE DRAINED AT AN 1/8 |
| | INCH SLOPE PER FBC-PLUMBING TABLE 1106.3. |
| | 12) SHT. P730 - 8 INCH RISER RW/R3 - IS THIS JUST FOR |
| | CONDENSATE? IT IS LABELED AS "RW" AND HAS FIXTURE FD-B |
| | ON IT. CLARIFY. |
| | 13) SHT. P730 - SIZE THE HORIZONTAL STORM DRAIN FOR THE |
| | 6 INCH RISER DRAINING 4,770 SQUARE FEET. A 6 INCH |
| | HORIZONTAL STORM DRAIN CAN DRAIN A MAXIMUM OF 4,280 |
| | SQUARE FEET AT AN 1/8 INCH SLOPE SO THIS LINE IS |
| | UNDERSIZED PER FBC-PLUMBING TABLE 1106.3. |
| | 14) SHT. P730 - THERE IS A 6 INCH HORIZONTAL DRAIN THAT |
| | IS DRAINING 2 RISERS THAT DRAIN 4,070 SQUARE FEET EACH. |
| | THIS LINE IS UNDERSIZED. A MAXIMUM OF 4,280 SQUARE FEET |
| | CAN BE DRAINED BY A 6 INCH LINE AT 1/8 INCH SLOPE. |
| | FBC-PLUMBING TABLE 1106.3. |
| | 15) SHT. P730 - SHOW THE SLOPE OF THE PIPE FOR THE 12 |
| | INCH HORIZONTAL DRAIN FOR RISER RW/P6. COMPLY WITH |
| | FBC-PLUMBING TABLE 1106.3. |
| | 16) SHT. P730 - THE 6 INCH HORIZONTAL STORM DRAIN THAT |
| | IS DRAINING 5,585 SQUARE FEET IS UNDERSIZED. A MAXIMUM |
| | OF 4,280 SQUARE FEET CAN BE DRAINED AT 1/8 INCH SLOPE |
| | PER FBC-PLUMBING TABLE 1106.3. SHOW THE SLOPE OF THE |
| | DRAIN. |
| | 17) THE RAINFALL RATE TO BE USED FOR TH DESIGN OF THE |
| | STORM DRAINAGE SYSTEM SHALL BE 5 INCHES PER |
| | FBC-PLUMBING FIGURE 1106.1. PLACE THIS INFORMATION ON |
| | THE PLAN. |
| | 18) PLANS SHALLL BE DIGITALLY SIGNED AND SEALED PER FL. |
| | ADMIN. CODE RULE 61G15-223.004, 61G15-23.005. |
| | |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | PLUMBING PLAN REVIEW |
| | 561-805-6692 |
| | [email protected] |
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