| Date |
Text |
| 2015-06-14 07:35:49 | 1)THE BREAK ROOM SINK ON THE FIRST FLOOR ( RM. 125A) |
| | SHALL COMPLY W/ FL. ACCESSIBILITY CODE SEC. 212 AND |
| | 606. |
| | 2)SUPPLY A KEYNOTE LEGEND ON THE PLANS FOR THE HEXAGON, |
| | CIRCLE, SQUARE AND DIAMOND SYMBOLS. WPB AMEND. TO 2010 |
| | FBC SEC. 107.2.1. |
| | 3)THE SWIMMING POOL AND DECK ARE COVERED UNDER THE FAIR |
| | HOUSING ACT WHICH ONLY REQUIRES ACCESS TO THE POOL |
| | AREA. HOWEVER, IF THE CONDOMINIUM ASSOCIATION ELECTS |
| | THAT THE COMMUNITY ROOM, POOL AND POOL DECK TO BE |
| | RENTED OUT FOR PARTIES TO THE PUBLIC, THEN FULL |
| | COMPLIANCE WITH SEC. 1009 OF THE FL. ACCESSIBILITY CODE |
| | IS REQUIRED. |
| | 4)INDICATE ON THE STORM DRAINAGE PLANS THE RAINFALL |
| | RATE THAT WAS USED FOR THE SIZING OF THE STORM DRAINAGE |
| | SYSTEM. THE RAINFALL RATE FOR THIS AREA IS 5 INCHES PER |
| | HOUR. FBC 1503.4, FPC FIGURE 1106.1. |
| | 5)SHT. A7.5.2 -THE TOP OF THE ROOF DRAIN STRAINER SHALL |
| | EXTEND NO LESS THAN 4 INCHES ABOVE THE ROOF SURFACE |
| | IMMEDIATELY ADJACENT TO THE ROOF DRAIN PER 2010 FPC |
| | SEC.1105.1. |
| | 6)SHEET P5.1.2- SUBMIT DETAILS FOR THE FIRESTOP SYSTEM |
| | FOR THE TUB DRAINS IN THE FLOOR SLABS. FBC 713.4.1.1.1, |
| | 713.4.1.1.2. |
| | 7)SHT. LS-0.2 - DETAIL 1 THE MINIMUM AND MAXIMUM |
| | HEIGHTS ARE INCORRECT FOR THE GRAB BAR BACKING FOR THE |
| | WATER CLOSETS.. THE BOTTOM OF THE REINFORCEMENT SHALL |
| | BE AT 32 INCHES MAXIMUM ABOVE THE FLOOR AND THE TOP OF |
| | THE REINFORCEMENT SHALL BE LOCATED 38 INCHES MINIMUM |
| | PER DETAIL # 3 OF THE FHA GUIDELINES. |
| | 8)SHT. LS-0.2 - BATHTUB- BACK WALL - THE REINFORCEMENT |
| | SHALL BE LOCATED A MAXIMUM OF 6 INCHES FROM THE SIDE |
| | WALLS ON BOTH SIDES. FHA FIGURE # 4. |
| | 9)SHT. LS-0.2 - THE TOP OF THE REINFORCEMENT ON THE |
| | BACK WALL OF THE TUB SHALL BE LOCATED A MINIMUM OF 38 |
| | INCHES ABOVE THE FLOOR, NOT 38 INCHES MAXIMUM AS SHOWN. |
| | FHA FIGURE #4. |
| | 10)SHT. LS-0.2- THE BOTTOM OF THE REINFORCEMENT AT THE |
| | FOOT OF THE TUB SHALL BE AT 32 INCHES MAXIMUM AND THE |
| | TOP SHALL BE AT 38 INCHES MINIMUM ABOVE THE FINISH |
| | FLOOR. FHA FIGURE #4. THE SAME APPLIES TO THE |
| | REINFORCEMENT AT THE HEAD OF THE TUB. |
| | 11)SHT. LS-0.2 - THE REINFORCEMENT FOR THE FOR THE |
| | SHOWER SIDES SHALL BE LOCATED 32 INCHES MAXIMUM TO THE |
| | BOTTOM AND THE WIDTH OF THE REINFORCEMENT SHALL BE A |
| | MINIMUM OF 6 INCHES WIDE. FHA FIGURE #5. |
| | 12)SHT.LS-0.2 - FHA GENERAL NOTES - ACCESSIBLE UNITS |
| | NOTE 4 (D) REFERS TO A LAVATORY DETAIL THIS SHEET. |
| | THERE IS NO DETAIL SHOWING THE DISTANCE OF LAVATORY TO |
| | A WALL. CLARIFY. |
| | 13)SHT.A2.1.1 - PLAN NOTES #1- STATES SEE SHT.G1.1 FOR |
| | GENERAL NOTES AND SYMBOLS. THERE IS NO SUCH SHEET IN |
| | THE PLANS. CLARIFY. |
| | 14)ON THE ENLARGED PLANS FOR THE UNITS, SHOW THE |
| | REQUIRED CLEAR FLOOR SPACE FOR THE FIXTURES PER THE FHA |
| | IN THE ACCESSIBLE BATHROOMS AND THE KITCHEN. IN |
| | ADDITION, SHOW WHICH BATHROOM COMPLIES WITH THE FHA AS |
| | THE ADAPTABLE BATHROOM FOR THE UNITS WITH MORE THAN ONE |
| | BATHROOM. |
| | 15)INDICATE THE LENGTH OF THE SHOWERS ON THE PLANS. WPB |
| | AMEND. TO 2010 FBC SEC. 107.2.1. |
| | 16)SHOW THE REQUIRED 30 INCH BY 48 INCH CLEAR FLOOR |
| | SPACE ADJACENT TO THE SHOWER IN THE ADAPTABLE UNITS. |
| | FHA GUIDELINES REQ. #7. |
| | 17) SHT.P2.1.1 -IDENTIFY THE SPECIFIC ELECTRICAL AND |
| | MECHANICAL DRAWINGS WHERE THE ADDITIONAL INFORMATION |
| | FOR THE GENERATOR IS LOCATED. WPB AMEND. TO 2010 FBC |
| | SEC. 107.2.1. |
| | 18)SHT.P2.1.1 SHOWS A 4" FIRE HUB DRAIN IN THE |
| | STAIRWELLS. 2010 FBC SEC. 1022.4 LIMITS PENETRATIONS IN |
| | THE EXIT ENCLOSURE TO ITEMS THAT SERVING THE EXIT |
| | ENCLOSURE. |
| | 19)SUBMIT A KEYNOTE LEGEND FOR THE SQUARES, CIRCLES AND |
| | DIAMONDS WITH NUMBERS LOCATED WITHIN THE SYMBOLS. |
| | 20)THE ROOM IN WHICH THE POOL HEATERS ARE LOCATED SHALL |
| | COMPLY WITH THE 2010 FUEL GAS CODE SEC. 305.3.2. |
| | 21)SUBMIT A WATER RISER FOR UNITS 303 & 503. ALTHOUGH |
| | THESE UNITS ARE A MIRROR OF UNITS 304 & 504, A WATER |
| | RISER IS REQUIRED PER THE CITY OF WPB ADMIN. AMEND. TO |
| | 2010 FBC SEC. 107.3.5.1.3. |
| | 22)A RELIEF VENT IS REQUIRED ON THE SOIL AND WASTE |
| | STACKS THAT ARE MORE THAN 10 BRANCH INTERVALS. THE |
| | RELIEF VENT SHALL BE PROVIDED AT EACH TENTH INTERVAL |
| | INSTALLED, BEGINNING WITH THE TOP FLOOR PER 2010 FPC |
| | SEC. 914.1, 914.2. |
| | 23)SHT. P4.1.1. - SUBMIT THE LENGTH OF THE BRANCH VENT |
| | CONNECTING STACKS #2, #3, & #4 TO STACK # 46. BRANCH |
| | VENTS EXCEEDING 40 FEET IN DEVELOPED LENGTH SHALL BE |
| | INCREASED BY ONE NOMINAL SIZE FOR THE ENTIRE DEVELOPED |
| | LENGTH OF THE VENT PIPE PER 2010 FPC SEC. 916.4.1.THE |
| | SAME APPLIES TO THE BRANCH VENT CONNECTING STACKS #13. |
| | 14, 15 & 16 AND STACKS #47, 48, 49, 50. IN ADDITION, |
| | ALSO LOOK AT SHT. P4.1.5. |
| | 24)SHT. P4.1.1.1 - STACKS #29 & 13 - INDICATE ON THE |
| | RISER WHERE THE STACKS PENETRATES THE UPPER FLOORS.WPB |
| | ADMIN. AMEND. TO 2010 FBC SEC. 107.2.1. |
| | 25) SHT.P4.1.3. - RISERS 24, 25, 26 - THE NOTE STATES |
| | SEE SHT. P4.1.3 FOR CONTINUATION MATCH POINT D. THERE |
| | IS NO MATCH POINT "D" ON P4.1.3. CLARIFY. |
| | 26)SHT.P4.1.3 ? STACK #48 AT THE 6TH FLOOR LEVEL- SHOWS |
| | A RISER COMING OFF THE HORIZONTAL DRAIN AND CONNECTING |
| | RIGHT BACK INTO THE STACK VENT. CLARIFY. THIS AREA WAS |
| | NOTED WITH A MARKUP. |
| | 27)SHT.P4.1.5 - DOMESTIC WATER BOOSTER DETAIL SHOWS A 6 |
| | INCH SUPPLY AND A 6 INCH DISCHARGE LINE AND THE WATER |
| | RISER SHOWS 5 INCH SUPPLY AND DISCHARGE. CLARIFY. |
| | 28)SUBMIT INFORMATION AS TO HOW THE CONTROL OF THERMAL |
| | EXPANSION WILL BE ACCOMPLISHED IN ACCORDANCE WITH 2010 |
| | FPC SEC.607.3, 607.3.2. |
| | 29)SHT. P4.1.7 SHOWS A 4 INCH ROOF DRAIN COLLECTING |
| | 1608 SQUARE FEET OF ROOF AREA. THE MAXIMUM SQUARE |
| | FOOTAGE THAT A HORIZONTAL 4 STORM DRAIN CAN CARRY AT |
| | 1/8 INCH PER FOOT AT A 5 INCH RAINFALL RATE IS 1504 |
| | SQUARE FEET PER TABLE 1106.3 OF 2010 FPC. |
| | 30)SHT.P4.1.7. SHOWS A 5 INCH ROOF DRAIN COLLECTING |
| | 2840 SQUARE FEET OF ROOF AREA. THE MAXIMUM SQUARE |
| | FOOTAGE THAT A HORIZONTAL 5" STORM DRAIN CAN CARRY AT |
| | 1/8? PER FOOT AT A 5 INCH RAINFALL RATE IS 2672 SQUARE |
| | FEET. |
| | 31)SHT. P4.1.9 - GAS RISER - SUPPLY THE LOW PRESSURE |
| | GAS INFORMATION FOR THE GENERATOR. THE RISER DIAGRAM |
| | SHOWS A PRESSURE REGULATOR AT THE GENERATOR. |
| | 32)SHT.P4.1.9 - THE TOTAL SYSTEM LOAD INFO IS |
| | CONFUSING; THE GENERATOR LOAD IS INCLUDED IN THE TOTAL |
| | LOAD BUT THE PIPING IS SHOWN AS METALLIC PIPE BUT THE |
| | GENERATOR IS BEING SUPPLIED BY PE PIPE. CLARIFY. |
| | 33)SHT. P4.1.10 - THE PLAN SHOWS THE T & P LINES |
| | CONNECTING INTO THE SAME LINE AS THE PAN DRAINS. THESE |
| | TWO SYSTEMS SHALL BE 2 INDEPENDENT AND SEPARATE SYSTEMS |
| | PER THE 2010 FPC SEC. 504.6(4). |
| | 34)THE DISCHARGE PIPE FOR A TEMPERATURE & PRESSURE |
| | RELIEF VALVE SHALL COMPLY WITH 2010 FPC SEC. 504.6, |
| | 1-13. |
| | 35)SHT. P5.1.2 - SUBMIT MANUFACTURER'S SPECIFICATIONS |
| | FOR THE OIL GUARD PUMP SYSTEM. |
| | 36)A WATER HAMMER ARRESTOR SHALL BE INSTALLED ON THE |
| | FLUSHING RING FOR THE TRASH CHUTE PER 2010 FPC SEC. |
| | 604.9. |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
| | |
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