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| 2016-04-09 06:34:23 | 1) SHT. A0.04 SHOWS A GENERATOR. SUBMIT MAUFACTURER'S |
| | SPECIFICATION SHEETS FOR THE EMERGENCY GENERATOR. |
| | SUBMIT COMPLETE PIPING DIAGRAMS, LOCATION & CAPACITY OF |
| | TANKS. FBC 107.1. THE GENERATOR SHALL COMPLY WITH NFPA |
| | 37 & 110. |
| | 2) SHT.C-09 - THE PLANS SHOW A 2 INCH WATER SERVICE AND |
| | A 2 INCH IRRIGATION LINE WITH 1 1/2 INCH BACKFLOW |
| | PREVENTERS INSTALLED ON THEM. THE BACKFLOW DEVICES |
| | SHOULD BE THE SAME SIZE AS THE WATER SERVICE. |
| | 3) SHT.A 2.00 - A MINIMUM OF TWO DRINKING FOUNTAINS ARE |
| | REQUIRED FOR LEVEL 1 BUSINESS OCCUPANCY IN ACCORDANCE |
| | WITH THE 2010 FBC - ACCESSIBILITY SEC.211.2 AND 2010 |
| | FBC-PLUMBING TABLE 403.1 & FOOTNOTE (E). |
| | 4) SHT.A0.05 - WHY ARE THE DRINKING FOUNTAINS LOCATED |
| | IN THE GYM ROOM? THE DRINKING FOUNTAINS SHALL BE |
| | LOCATED IN A COMMON AREA FOR ALL TO USE. 2010 FPC SEC. |
| | 403.3.1. |
| | 5) SHT. A7.00 - THE PLUMBING FIXTURE REQUIREMENT TABLE |
| | LISTS THE OCCUPANT LOAD OF THE SUN DECK AS 96 PERSONS |
| | AND AT THE BOTTOM OF THE TABLE THE OCCUPANT LOAD IS |
| | SHOWN AS 124 PERSONS. WHICH IS IT, 96 PERSONS OR 124 |
| | PERSONS? CLARIFY. |
| | 6) THE HEIGHT OF THE SINK COUNTER IN THE BREAK ROOM |
| | #M11 SHALL BE A MAXIMUM OF 34 INCHES ABOVE THE FINISH |
| | FLOOR PER 2010 ACCESSIBILITY SEC.606.3. |
| | 7) SHT. P 4.04 - SUBMIT CONFIRMATION/VERIFICATION FROM |
| | SCHIER THAT THEY HAVE PERFORMED FACTORY SIZING |
| | CALCULATIONS FOR THE GREASE INTERCEPTORS AND SUBMIT 2 |
| | COPIES OF THE SIZING CALCULATIONS THAT HAVE BEEN DONE |
| | BY SCHIER. 2010 FBC SEC. 1003.2. |
| | 8) PLUMBING SHEETS - THE WAY THE PLANS HAVE BEEN |
| | STAPLED I CANNOT SEE CERTAIN DETAILS AND CANNOT REVIEW |
| | THE COMPLETE PLAN. PLEASE ATTACH THE SHEETS SO THAT ALL |
| | DETAILS AND NOTES CAN BE READ. FBC 107.1. |
| | 9) INDICATE THE SLOPE (PITCH) OF THE HORIZONTAL |
| | STORMWATER SYSTEM ON SHT.P 309. FBC 107.1. COMPLY WITH |
| | TABLE 1106.3 OF 2010 FPC. |
| | 10) SHT. P 107- RWL #1 IS SHOWN AS 4 INCH AND ON SHT. P |
| | 308 IT IS SHOWN AS 6 INCH. CLARIFY. |
| | 11) SHT. P 107 - RWL #4 IS SHOWN AS 4 INCH BUT ON SHT. |
| | P 308 IT IS SHOWN AS 6 INCH. CLARIFY. |
| | 12) SHT. P 301 - THERE IS NO COLD WATER TO THE HI-LO |
| | DRINKING FOUNTAIN. |
| | 13) SHTS.107 & 108 - THE ROOF DRAIN CALCULATION TABLE |
| | SHOWS THE RAINWATER LEADERS AS 4 INCH BUT SHEETS 308 & |
| | 309 SHOW SOME OF THE SAME RISERS AS 6 INCH. ALSO, ON |
| | SHT. P 308 THERE IS A RISER LABELED AS #6 BUT THERE IS |
| | NO RISER LABELED #6 IN THE ROOF DRAIN CALCULATION |
| | TABLE. CLARIFY. |
| | 14) SHT. P 201 - IDENTIFY/LABEL ALL OF THE RISERS ON |
| | THE TYPICAL GUESTROOMS FLOOR PLAN SO A COMPREHENSIVE |
| | PLAN REVIEW CAN BE DDONE TO ENSURE THEY CORRELATE WITH |
| | THE RISER DIAGRAMS. FBC 107.3.5.1.3. |
| | 15) SHT. P 302 - SIZE ALL THE WATER LINES ON THE LEVEL |
| | 1 CW-HW-HWR WATER ISOMETRIC. FBC 107.1. |
| | 16) SHT. P 306 - SUPPLY THE PLUMBING SYMBOL LEGEND AND |
| | CODED NOTES FOR THIS SHEET. 2ND REQUEST. |
| | 17) SHT. P 307 - SIZE THE DRAIN AT THE INLET OF THE |
| | INTERCEPTOR, THE DRAIN AT THE OUTLET AND THE SECTION OF |
| | PIPE BETWEEN THE TWO INTERCEPTORS. |
| | 18) SHT. P 309 - SIZE THE GAS LINES DOWNSTREAM OF THE |
| | SECOND STAGE REGULATORS. |
| | 19) SHT. P 306 - SHOWS SANITARY RISER VII ON THE RISER |
| | DIAGRAM BUT IT IS NOT SHOWN ON THE FLOOR PLANS ON SHTS. |
| | P 103 & P 104. CLARIFY. |
| | 20) SHT. P 104 - LABEL THE VENT SHOWN ON SHT. P 104, |
| | LOCATED IN FLEX SPACE #2, UNIT 307, LOCATED IN THE WALL |
| | BY THE AIRWALL #304. |
| | 21) P 104 - LABEL THE VENT IN THE WALL BETWEEN STORAGE |
| | ROOMS #300 # 301. |
| | 22) LABEL ALL VENTS THAT ARE SHOWN AS "VENT UP" OR |
| | "VENT DOWN." |
| | 23) SHT. P 306 - RISERS # II, III, & IV - THE NUMBER |
| | AND TYPE OF FIXTURES PERMITTED ON A HORIZONTAL WET VENT |
| | IS EXCEEDED. REFER TO 2010 FPC DEFINITION OF A BATHROOM |
| | GROUP AND FPC SEC.909.1. REFER TO ROOM NUMBERS |
| | 202,203,206, AND 207 & SHEET P 103. |
| | 24) SHT. P 307 THE DRAIN LINE FROM THE ELEVATOR SUMP #1 |
| | IS SHOWN AS DRAINING 100 F.U.CLARIFY. THERE IS A 4 INCH |
| | DRAININ THE SAME AREA DRAINING 156 F.U. CORRECT THE |
| | FIXTURE LOADS. |
| | 25) SHT. P 306 - LABEL THE SANITARY RISER FOR THE GYM |
| | TOILET (#216) AND TOILET ROOM #222. |
| | 26) SHT.P 307 - SANITARY GROUND FLOOR ISOMETRIC ? SHOWS |
| | A 6 INCH DRAIN WITH 497 FIXTURE UNITS DISCHARGING INTO |
| | A 4 INCH LINE FLOWING 665 UNITS. THE SIX INCH LINE |
| | CANNOT DISCHARGE INTO A 4 INCH LINE AND THE 4 INCH LINE |
| | IS UNDERSIZED. CHECK THE FIXTURE UNIT LOAD FOR THE |
| | SANITARY GROUND FLOOR ISOMETRIC.2010 FPC SEC.704.2. |
| | 27) SHT. P 307 - CHECK THE FIXTURE UNIT LOAD FOR THE |
| | ENTIRE RISER. THERE ARE DRAINS WITH ONE FIXTURE |
| | DISCHARGING INTO THEM AND THE FIXTURE LOAD IS SHOWN AS |
| | 100, 200 & 300 F.U. AND SOME LINES ARE UNDERSIZED. |
| | CLARIFY, |
| | 28) SHT. P307 - THE MINIMUM SIZE VENT FOR A SIX INCH |
| | DRAIN SHALL COMPLY WITH 2010 FPC SEC.916.1 & TABLE |
| | 916.1. THE DIAMETER OF THE VENT PIPE SHALL BE NO LESS |
| | THAN ONE-HALF THE DIAMETER OF THE DRAIN SERVED. |
| | 29) SHT. P 303 - THE WATER RISER FOR THE MEZZANINE |
| | LEVEL HAS ONLY A FEW PIPE SIZES SHOWN. SIZE ALL |
| | SECTIONS OF THE WATER RISER. FBC SEC. 107.1. |
| | 30) SHT. P 304 RISER C THE NUMBER AND TYPE OF FIXTURES |
| | ALLOWED ON A HORIZONTAL WET VENT IS EXCEEDED. SEE THE |
| | DEFINITION OF "BATHROOM GROUP" IN CHAPTER 2 AND ALSO |
| | SEC. 909.1 OF 2010 FPC. |
| | 31) SHT. P 303 - THE WATER RISERS TO THE ROOMS ARE ONLY |
| | SHOWING A FEW PIPE SIZES. SIZE THE WATER RISERS IN |
| | THEIR ENTIRETY. NOTE: IS IT THE INTENT OF THE DESIGNER |
| | THAT A PIPE SIZE WILL REMAIN CONSTANT UNTIL A NEW SIZE |
| | IS SHOWN IN THE RISER AND THIS IS THE REASON THAT |
| | SECTIONS OF THE WATER RISERS ARE NOT SIZED? IF SO, |
| | PLACE A NOTE ON THE PLANS TO THIS EFFECT. IF NOT, THEN |
| | SIZE THE WATER RISERS IN THEIR ENTIRETY. FBC 107.1. |
| | 32) SHT. P 305 - SHOWS A 2 INCH SANITARY UP TO THE |
| | ROOF. LABEL THE RISER IN ORDER FOR IDENTIFYING THE |
| | LOCATION ON THE ROOF AND ALSO ON P 107. |
| | 33) SHT. P 401 - THE BOOSTER PUMP SHALL BE EQUIPPED |
| | WITH A LOW PRESSURE CUTOFF PER 2010 FPC SEC. |
| | 606.5.5.THE RESPONSE NARRATIVE STATES THAT A NOTE WAS |
| | ADDED ON SHT. P 401 BUT I COULD NOT FIND THIS NOTE. |
| | CLARIFY. |
| | 34) WATER HAMMER ARRESTORS SHALL BE INSTALLED ON ALL |
| | QUICK CLOSING VALVES. AIR CHAMBERS ARE NOT APPROVED. |
| | 2010 FPC SEC. 604.9.THE NARRATIVE RESPONSE STATES THAT |
| | A NOTE WAS ADDED ON SHT. P 402 BUT I CANNOT FIND THE |
| | NOTE. CLARIFY. |
| | 35) SHT. P 402 - THERE IS STILL A NOTE REFERRING TO A |
| | MIAMI - DADE ORDINANCE FOR PLUMBING FIXTURE |
| | REQUIREMENTS. REMOVE THE NOTE AS IT DOES NOT APPLY TO |
| | THIS PROJECT. |
| | 36) THE DRAINAGE STACKS HAVE HORIZONTAL OFFSETS THAT |
| | OCCUR ON THE 2ND, 3RD & 4TH FLOORS AND MUST COMPLY WITH |
| | THE 2010 FPC SEC.915 WHERE FIVE OR MORE BRANCH |
| | INTERVALS ARE LOCATED ABOVE THE OFFSET. REFER ALSO TO |
| | FPC SECS. 915.2 & 915.3. |
| | 37) THIS BUILDING IS OVER 10 BRANCH INTERVALS. THE 2010 |
| | FPC SEC. 914 REQUIRES THAT SOIL AND WASTE STACKS IN |
| | BUILDINGS HAVING MORE THAN 10 BRANCH INTERVALS SHALL BE |
| | PROVIDED WITH A RELIEF VENT AT EACH TENTH INTERVAL |
| | INSTALLED, BEGINNING WITH THE TOP FLOOR. |
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| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
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| | REVIEW NOT COMPLETE |
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