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08-1272(2)-026System No. W -L -5225 1F N UL System No. W -L -1054 / LO F Ratings - 1 and 2 Hr (See Items 1 and 3) F Ratings - 1 or 2 Hr (See Item 1) �Q - .I T Rating - 0 Hr T Rating -1 or 2 Hr (See Item 1) u L Rating At Ambient - Less Than 1 CFM /Sq Ft 4D L L Rating At 400 F - 4 CFM /Sq Ft SECTION A -A 12" 12" ' METER ' VAULT - EE 2' 24" CONC. SLAB REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY TEST COCK BALL VALVE (TYP.) UNION P L TEST COCK 12" MIN. ABOVE FINISH FLOOD LEVEL �2" GRADE & CONC. SLAB METER VAULT CONC. SLAB W/ #/4 @12" E.W. SEDUCED PRESSURE BACKFLOW PREVENTOR N.T.S. COVER SECURED WITH SCREWS THREADED C.O. PLUG THREADED C.O. PLUG FINISHED GRADE FINISHED FLOOR 7 Y ,... y. .n [,A, ''MIR T 4" x 6 "0 CONCRETE PAD SLIP JOINT 3H WITH FINISHED GRADE ADJUSTABLE COLLAR EXTERIOR TYPE FLOOR WALL TYPICAL CLEANOUT DETAIL N.T.S. r-•,CE OF WALL Ir KITCHEN EQUIPMENT CONNECTION SCHEDULE SECTION A- A 1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum wellbosrd /stud wall assembly WASTE C.W. shall be constructed of GAS MBH & SIZE 1. Well Assembly The fire -reted gypsum 6oar4 /stud wall assembly shall be the materials end in the manner specified in the individual U300 or U400 Series FRYER DEEP FAT, GAS constructed of the materials end in the manner specified in the individual U300, Wall and Partition Designs in the UL Fire Resistance Directory and shall include the 1 U400 or V400 Series Well end Partition Designs in the UL Fire Resistance Directory fallowing construction features: 03 and shell include the following construction features: A. Studs -- Well framing may consist of either wood studs or steel channel - A. Studs -Well framing may consist of either wood studs or steel channel studs. studs. Wood studs to consist of nom 2 by 4 in. lumber spiced ti in. OC. NATURAL GAS Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to Steel studs to be min 2 -1/2 in. wide anal spaced max 24 in. OC. When steel - be min 2 -1/2 In. wide and spaced max 24 In. OC. studs are used and the Cam of opening exceeds the width of stud cavity, the 35- 3/4" B. Gypsum Boerd* - Thickness, type and number of layers as specified in the opening shell be framed on all sides using lengths of steel stud installed BROILER,UNDER- FIRE /GAS Individual Well and Partition Design. Max 4iam of opening !s 5 In. between the vertical studs and screw- otteched to the steel studs at each end. - The hourly F and T Rating of the firestop system is equal to the hourly assembly The framed opening in the well shall be 4 to 6 in, wider and 4 to 6 in. 0 rating of the wall assembly in which it Is Installed. higher then the diem of the penetrating item such that, when the penetrating - 2. Through Penetrants -One nonmetallic pipe or conduit to be centered within the item Is installed in the opening, a 2 to 3 in. clearance is present between the NATURAL GAS firestop system. Pipe to be rigidly supported on both sides of wall. The following penetrating Item and the framing an all four sides. 11/2" types and sizes of pipes may be used: 1111. Gypsum board* -- 5/8 in. thick, 4 ft wide with square or tapered od'as. PIPE DOWN (DN) A. Polyvinyl Chloride (PVC) Pipe -Nom 4 in. diem (or smaller) Schedule 40 cellular The �Jypsum board type, thickness, number of layers, fastener type and sheet SINK SCULLERY 3 COMPARTMENT or solid core PVC pipe for use in closed (process or supply) or vented (drain, orientation shell be as spocifiod in the individual U300 or U400 Series Design _ waste, or vent) piping systems. in the UL Fire Resistance Directory. Max diem of opening is 32 -1/4 in. 15 ■. Chlorinated Polyvinyl Chloride (CPVC) Pipe -Nom 4 in. diem (or smaller) SOR for steel stud wells. Max diem of opening is 14 -1/2 in. for wood stud wells. _ 13.5 CPVC pipe for use in closed (process or supply) piping systems. The F Rating of the firestop system Is equal to the fire rating of the well VTR 3. Pipe Covering* -Nom 1 -1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal assembly. 2. Through - Penetrants - - One metallic pipe, conduit or tubing to be Installed either 2" joints sealed with metal fasteners or factory- applied self - sealing lap tape. concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2 -1/4 in. Pipe may be installed with continuous point contact. - Transverse joints secured with metal fasteners or with butt tape supplied with the product. A nom annular space of min 0 in. (point contact) to max 1 in, is required Pipe, conduit or tubing may be installed at an angle not greater then 45 degrees MOP SINK within the firestop system. from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of Y2" Soo Pipe and Equipment Covering - Materiels (BRGU) category in the wilding wall assembly. The following types and sizes of metallic pipes, conduits or tubing may bo used: 1i Materials Director for names of manufacturers. Any pips covering materiel meeting the above specifications end bearing the UL Classification Marking with a Flame A. Steel Pipe -- Nom 30 in dram (or smeller) Schedule 10 (or heavier) steel %" Spread Index of 25 or less and a Smoke Developed Index of 50 or loss may be used pipe, 5. Iran Pipe -- Nom 30 In. diam (or smaller) cast or ductile iron pipe. VERIFY CONNECTIONS WITH EQUIP SUPPLIER 16.1 C. Conduit -- Nom 4 in diem (or smaller) steel electrical metallic tubing or 1'/4" I.W. 6 in. diem steel conduit. INDIRECT WASTE TO F.S. D Copper Tub i ng -- Nom B in d i m (o r smaller) Type L (or heavier) copper FILTER SYSTEM 1'/." I.W. '/" " Reproduced by HILTI, Inc. Courtesy of Underwriters tubing. E. Copper Pipe -- Nom 6 In. diam (or smaller) regular (or heavier) copper ® UNDERBAR BLENDER STATION 1 %" I.W. Y2" ' /2" Laboratories, Inc. P 3. Fill, Vold or Cavity Material* -- Sealant -- Min 5/3 in. thickness of fill meterlol 35 UNDERBAR FILLERS & DRAINBOARDS September 14, 2004 applied within the annulus, flush with both surfcces of well. At the point or H i l t i F- I r e s t o p Systems continuous contact locations between pipe and wall, a min 1/2 in. diam bead of 36 UNDERBAR ICE CHEST fill material shall be applied at the pipe wall interface an both surfaces of wall. - HILTI CONSTRUCTION CHEMICALS, DIV OF INSTALLATION: HILTI INC -- FS -Ona Sealant or approved aqual. k Illeoring the UL Classification Mark PLASTIC PIPING CROSSING FIRE RATED PARTITION 2" Y2 "' TYPICAL DETAIL FOR GYPSUM WALL ASSEMBLY METALLIC PIPING 41 CROSSING INTERIOR PARTITIONS, P BALL VALVE L UNIO 12" 12" ' METER ' VAULT - EE 2' 24" CONC. SLAB REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY TEST COCK BALL VALVE (TYP.) UNION P L TEST COCK 12" MIN. ABOVE FINISH FLOOD LEVEL �2" GRADE & CONC. SLAB METER VAULT CONC. SLAB W/ #/4 @12" E.W. SEDUCED PRESSURE BACKFLOW PREVENTOR N.T.S. COVER SECURED WITH SCREWS THREADED C.O. PLUG THREADED C.O. PLUG FINISHED GRADE FINISHED FLOOR 7 Y ,... y. .n [,A, ''MIR T 4" x 6 "0 CONCRETE PAD SLIP JOINT 3H WITH FINISHED GRADE ADJUSTABLE COLLAR EXTERIOR TYPE FLOOR WALL TYPICAL CLEANOUT DETAIL N.T.S. r-•,CE OF WALL Ir KITCHEN EQUIPMENT CONNECTION SCHEDULE MARKS DESCRIPTION WASTE C.W. H.W. GAS MBH & SIZE REMARKS /SPECS 02 FRYER DEEP FAT, GAS - SERVICE SINK REQUIRED: 1 105 -'/" NATURAL GAS 03 RAN GE,RESTAU RANT, GAS - - - 203 - %" NATURAL GAS 3.1 SALAMANDER,BROILER,GAS - - WALL CLEAN OUT (CO) 35- 3/4" NATURAL GAS 0 BROILER,UNDER- FIRE /GAS - CLEAN OUT ON GRADE (COOG) - 75- 3/4" NATURAL GAS 0 OVEN,PIZZA, COUNTER TOP - - ' 45-3/4" NATURAL GAS 107 SINK DROP -IN 11/2" Ys' %" PIPE DOWN (DN) - 14 SINK SCULLERY 3 COMPARTMENT (3)2' _ _ _ VERIFY CONNECTIONS WITH EQUIPMENT SUPPLIER 15 WAREWASHER, DOOR TYPE LOW TEMP 2„ _ ,/„ VACUUM BREAKER VTR 16 DISHTABLE, STRAIGHT 2" Yip Y2" - VERIFY CONNECTIONS WITH EQUIP SUPPLIER 17 MOP SINK 3" Y2" Y2" - - 1i ICE MAKER W/O BIN 1'/.'" I.W. %" - - VERIFY CONNECTIONS WITH EQUIP SUPPLIER 16.1 BIN ICE 1'/4" I.W. INDIRECT WASTE TO F.S. 13.2 FILTER SYSTEM 1'/." I.W. '/" " INDIRECT WASTE TO F.S. ® UNDERBAR BLENDER STATION 1 %" I.W. Y2" ' /2" INDIRECT WASTE TO F.S. 35 UNDERBAR FILLERS & DRAINBOARDS 1 Y2" I.W. INDIRECT WASTE TO F.S. 36 UNDERBAR ICE CHEST 3/" I.W. - INDIRECT WASTE TO F.S. 36 UNDERBAR HAND SINK 2" Y2 "' ' /z" 41 UNDERBAR SINK 1 Y2" I.W. YZ' %" INDIRECT WASTE TO F.S. 42 UNDERBAR GLASS RACK 1 Y' I,W. - INDIRECT WASTE TO F.S. 43 UNDERBAR ICE CHEST 1" /2' I.W. - - INDIRECT WASTE TO F.S. 46 ESPRESSO MACHINE .M 1%" LW. Y2" - - - NIVIN111 NOTE: ALL UNDERGROUND INDIRECT WASTE (IW) CONNECTIONS SHALL BE 2" MINIMUM. CONTRACTOR TO VERIFY ALL EQUIPMENT CONNECTION LOCATIONS WITH EQUIPMENT SUPPLIER. PERFORATED VENT CAP- /2 OCCUPANCY DESIGN CRITERIA OCCUPANCY: BUSINESS (RESTRAURANT) TOTAL AREA: 1638 FT2 NUMBER OF PEOPLE: 144 SEATS & 8" STAFF MEMBERS = 150 PEOPLE WATER CLOSET REQUIRED: (2)1/75 OCCUPANT LAVATORIES REQUIRED: (1) 11200 OCCUPANT SERVICE SINK REQUIRED: 1 DRINKING FOUNTAIN REQUIRED: NOT APPLICABLE WATER CLOSET PROVIDED: 3 WATER CLOSETS + 1 URINAL LAVATORIES PROVIDED: 2 SERVICE SINK PROVIDED: 1 ION CV SLOPE 1/8" FT. `- STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG 3" MIN CONDENSATE TRAP DETAIL N.T.S. 1 '/" PIPE L0OR DRAIN T PLAN 1ALVE PPP 2 (TYPICAL) BOX PPP INC. n TRAP TRAP PRIMER DETAIL N.T.S. AC UNIT 24" 0 -AM PLUMBING LEGEND SYMBOL DESCRIPTION - - - COLD WATER PIPE (CW) -- -- - - HOT WATER PIPE (HW) o GREASE WASTE PIPE (GW) MANUFACTURER & MODEL: wCD CONDENSATE DRAIN PIPE (CD) - - - - - - -- - - - - INDIRECT SAFE WASTE PIPE (IW) 199 MBH SANITARY WASTE PIPE (SAN) 120' F - - - -- -- - -- - - - - - SANITARY VENT PIPE (V) �i URINAL r AIR CHAMBER WATER HAMMER ARRESTOR AND TYPE II WALL CLEAN OUT (CO) I AIR ADMITTANCE VALVE (AAV) FLOOR CLEAN OUT (FCO) ® CLEAN OUT ON GRADE (COOG) IN GATE VALVE - WALL HUNG. ADA COMPLIANT GATE VALVE IN VERTICAL C---* HOSE BIBB WITH SHUTOFF VALVE & VB (HB) D VALVE IN BOX mg-ti WATER METER (WM) �--- c- "P" TRAP C PIPE DOWN (DN) O PIPE UP (UP) 0 ROOF DRAIN (RD) 12 FLOOR SINK (FS) BACK FLOW PREVENTER (BFP) Z ~ TRAP PRIMER (TP) UG UNDERGROUND VB VACUUM BREAKER VTR VENT THRU ROOF DS DOWNSPOUT FU FIXTURE UNIT CLG CEILING DEMOLITION NOTES: 1. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK; THE BIDDER IS REQUIRED, BEFORE SUBMITTING HIS PROPOSAL TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER EFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR REQUIRED THEREFORE, SINCE THE WORK INVOLVES THE EXISTING SYSTEMS AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, EXISTING FACILITIES AND ALL STRUCTURES TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, SLIGHT VARIATION OF ROUTING AND OR CONSTRUCTIONS SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH OTHER TRADES ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELI15VE HIM OF THE OBLIGATIONS AND RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT. 2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE DESIGNER ENGINEERS AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS TO SHOW AND VERIFY, WHERE POSSIBLE, THE LOCATION OF THE EXISTING PLUMBING SYSTEM. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS: HOWEVER MINOR DEVIATIONS MAY BECOME EVIDENT AS THE JOB PROGRESSES. NO ADVANTAGE IS TO BE TAKEN BY THE PLUMBING CONTRACTOR BECAUSE THESE MINOR DIFFERENCES, PLUMBING CONTRACTOR SHALL PERFORM A FIELD OF VERIFICATION BEFORE BIDDING THIS PROJECT. 3, CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATIONG HIS DEMOLITION WORK WITH OTHER TRADES, AND TO PROTECT FROM DAMAGE EXISTING PIPES. 4. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND DEPTH OF EXISTING PIPES BEFORE COMMENCING TO WORK AND MAKE MODIFICATIONS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 5. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 6. CONTRACTOR SHALL RETURN ALL DISCHARGED FIXTURES OR EQUIPMENTS TO OWNER OR OBTAIN INSTRUCTIONS FROM OWNER'S REPRESENTATIVE FOR PROPER DISPOSAL. I �Tll1 lil-rr;l��lll'li' �O•• � �fJ� - I I" . �, b -T �. 24 lilll` © "• .0 El 1 •-• �'iy' 1III�lilln'� K. 8� !!If a� � Y�y foYb• ;4JQ Q o (1 • o Q.Q •b• • • TO PERVIOUS RO .fir, o © e i t ry.0 ^ CXrro rp 0 a^1© ^.\O' FIN. GRADE �- 24" DIA. X 24" REINFORCED CONCRETE PIPE 3000 ••i • • i••!• fi• • • • • • Pi V i U Y ii• i Y Y • i b y • • Y W • � V fiiUW • � W U r W • W r fvU ••• • W U iWiG W' • • • i • • i f o W i Y f • i • it • • • . r • V W W 4 • • i • t: Y • W r •• Y Y •• • • • r r r • •r• YiF� f •• i •• SPECIFICATIONS ••••f U66116 Y 1. ALL WORK TO BE DONE I14 ACCCRDNXCE Wr I -I THE F�LQRIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/8" PER FT. MIN. FALL FOR 3" PIPE AND LARGER W. PER FT. SLOPE FOR 2" PIPE SIZE AND SMALLER DEVIATIONS SHALL BE APPROVED BY ARCHITECT /ENGINEER. 3. PROVIDE CLEAN OUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLEAN -OUTS TO BE FLUSH MOUNTED. 4. MATERIALS SHALL BE ALL NEW AND AS FOLLOWS: A. DRAINAGE WASTE AND VENT PIPING INCLUDING: PVC DRAINAGE WASTE AND PIPING (DWV) CONFORMING TO ASTM D -2665, UNDERGROUND NO HUB CAST IRON CISPI STANDARD 301 ABOVE GROUND AND CAST IRON HUB, PLAIN END ASTM A -74 WITH NEO -PRENE GASKETS UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WHEN ITS APPROVED BY LOCAL AUTHORITIES AND NOT TO BE USED IN AIR RETURN PLENUM. B. WATER PIPING: COPPER TYPE "L" ASTM B -88 ABOVE GROUND AND COPPER TYPE "K" ASTM B -88 UNDERGROUND.PROVIDE Y2' THICK MIN. FIBERGLASS INSULATION TO ALL HOT WATER AND HOT WATER RECIRCULATION PIPING. C. CONDENSATE DRAIN PIPING: COPPER TYPE "M" ASTM B -88 INSIDE THE BUILDING AND PVC SCHEDULE 40 ABOVE ROOF AND UNDERGROUND. PROVIDE 1/2" ARMAFLEX PIPE INSULATION TO ALL CONDENSATE DRAIN PIPING. D. FLOOR CLEAN OUTS:.JOSAM SERIES 56020 OR EQUAL. E. WALL CLEAN OUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL. F. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL. G. HOSE BIBBS: CHICAGO 837 OR EQUAL WITH VACUUM BREAKER. H. AIR ADMITTANCE VALVE: STUDORt MINI -VENT© OR APPROVED EQUAL. I. WATER HAMMER ARRESTORS (SHOCK ABSORBERS): AS PER PDI STANDARDS WH -201 "J.R. SMITH" MODEL: HYDROTROL OR APPROVED EQUAL. PROVIDE ACCESS PANEL. J. GAS PIPING: BLACK STEEL PIPE SCHEDULE 40 ASTM A 120 SEAMLESS. FITTINGS: MALLEABLE IRON THREAD ANSI 1316.3 CLASS 150. ENCASED PIPING: PLASTIC PVC SCHEDULE 40 ASTM 01785. 5. PERFORM THE FOLLOWING TEST: A. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSI FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. B. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE SYSTEM SHALL BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST POINT & ALLOWED TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS REMAIN CONSTANT. C. GAS SYSTEM: TEST ALL GAS PIPING AS INDICATED ON NFPA 54 D, CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. E. COMPLETE SYSTEM FIXTURE & EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. F. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED LIME TO EACH 1000 gal. OF WATER (50 PPM OF AVAILABLE CHLORINE.) RETAIN MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 6. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. 7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION BEFORE COMMENCING ANY WORK. 8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 9. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR INSTALLATION. 10. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS. 11, PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE DRAIN AND TRAP. SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS. 12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 13. COORDINATE WORK WITH OTHER TRADES. 14. FURNISH AND INSTALL FIXTURES AS SPECIFIED IN PLUMBING FIXTURE SCHEDULE. 15. EACH PLUMBING FIXTURE SHALL BE PROVIDE WITH AIR CHAMBER OR WATER HAMMER ARRESTORS (SHOCK ABSORBER) AS PER FBC 604.9 16. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE. 17. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 18. ALL PLUMBING FIXTURES & FAUCETS SHALL COMPLY WITH THE MAXIMUM FLOW RATE CONSUMPTION STATED ON F.B.C. TABLE 6304.4 19. PLUMBING FIXTURES & EQUIPMENT SHALL CONFORM WITH THE SPECIFICATIONS, CONNECTIONS AND TESTING LABORATORIES APPROVALS AS STATED ON F.B.C. SECTION 406 THRU 421 WATER HEATER SCHEDULE MARK LOCATION GALLONS SUPPLYING HEATING CAP CONTROL TEMP. EFFICIENCY MINIMUM MANUFACTURER & MODEL: GWH1 SEE PLAN rANKLESS BATHROOM 199 MBH 120V, 10 120' F 86% RHEEM GT -189 P -2 URINAL 2" & KITCHEN CONTROL P -3 LAVATORY 1 Yip 1 2" CONDENSATE I DRAIN PIPE ( I TANKLESS GAS 4" VENT SEE / I WATER HEATER DETAIL MECH. DWGS --/ GWH UNION ``�-- CLEAN LOOSE 3/+" GAS 34" CW PEA ROCK L _ 3/411 HW PRESS - RELIEF VALVE. DRY WELL DETAIL WATER HEATER DETAIL N.T.S. INSTANT FLOW N.T.S. PLUMBING FIXTURE CONNECTION SCHEDULE MARKS DESCRIPTION WASTE C.W. H.W. REMARKS /SPECS P -1 WATER CLOSET 4" in FLOOR MOUNTED. FLUSH TANK. P -1A WATER CLOSET 4" 1" - FLOOR MOUNTED. FLUSH TANK. ADA COMPLIANT P -2 URINAL 2" 3 /s" WALL HUNG. ADA COMPLIANT P -3 LAVATORY 1 Yip Y2" COUNTER TOP P -3A LAVATORY 1Yz' Y2' - WALL HUNG. ADA COMPLIANT DBL ewisArchitecture +Desig AR00i 7357- --ID0004536 , �r www.dbh1.US 120 NE 27 ST. # 500/MIAMI, FL 3313 T 305.572.1220 / Fx 305.572 .�y� `,,wfl R• ♦ #w. diva } W *. ter... LORENZO.TRIANA', P.E. Florida Registration Nod PEO�9657 SEAL / SIGNATURE ,.. 3 '1s S 0 M I CAFE PROJECT 1f 0304 5300 SW 73 RD ST SOUTH MIAMI, FL 33143 LESSEE: w WILLY QUINTANA 301 COLLINS SUITE MAIMI BEACH, FL FL 33141 F,305.867.7073 . STRUCTURAL ENGINEER: 40 E , INC ggki�� 2000 N.W. 39 PL. SUITE 102 MAIMI, FLT ftain ataln- rnmiroz.cem� MECH, ELEC, PLUMB, FIRE PROTEnl L.TRIANA i ASSOCIATES ; CONSULTING ENGINEERS 9701 i S.W. 5 � •J701.W. 56th St, MIAMI FL 33165 CIVIL ENGINEER: • LANDSCAPE ARCHITECT: , ILLUSION LANDSCAPE i Dt MIAMI, FL ROGER D. SHAY i W. GRA 13635 DEERING MAY RD, P 2f3 CORAL GABLES, FL 3315$- 231kp,- in REVISIONS d"".�!"JATE A10.15.09 OWNER'S REQUESTED VE Aft 0 W UJ ISSUE DATE JULY /31/2008 E DWN APPRV DBL Drawin Of DETAILS o Scale: -AS SHOWN rPhase: t CONSTRUCTION DOCUMENT: r` 10 Sheet Numbers' I © ,P _ 5 4. 2 X v,F