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08-1272-061w, 4'- System No. W -L -6225 F Ratings - 1 or 2 Hr (Soo Item 1) T Rating - 1 or 2 Hr (See Item 1) I I 1. Wall Assembly -The fire -rated gypsum board /stud well assembly shall be constructer of the materials and in the manner specified in the individual 0300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the fallowing construction features: A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 In. lumbar spaced 16 in. OC. Steal studs to be min 2 -1/2 in. wide and spacer max 24 in. OC. ■. Gypsum Beard* - Thickness, type and number of layers as specified in the individual Wall and partition Design. Max diam of opening is 5 in. The hourly F and T Rating of the firestep system is equal to the hourly assembly rating of the well assembly in which it is installed. 2. Through penetrants -One nonmetal", -,rips or conduit to be centered within the firestep system. pipe to be rigidly suprL:,od on bath sides of wall. The following typos and sizes of pipes may b• used: A. polyvinyl Chloride (PVC) pipe -Nam 4 in. diem (or smaller) Schedule 40 cellular or solid core PVC pipe for use in closed (process or supply) or vented (drain, waste, or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pip -Nom 4 in. diem (or smaller) $DR 13.5 CPVC pipe for use in closed (process or supply) piping "Lome. 3, Pipe Covering* -Nom 1 -1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed an the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory- applied self - sealing lap tape. 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 within the firestep system. Sea Pips and Equipment Covering - Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or loss and a Smoke Devaloped Index of 50 or less may be used. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. HiltiFirestopSystem5 September 14, 2004 INSTALLATION: PLASTIC PIPING CROSSING FIRE RATED PARTITION u7 Cq M J U� � UL System No. W -L -1054 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM /Sq Ft L Rating At 400 F - 4 CFM /Sq Ft SECTION A -A 1. Wall Assembly --- The 1 or 2 hr fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Well and Partition Designs in the UL Fire Resistance Directory and shall include the following construction futures: A. Studs -- Wall framing may consist of either woad studs or steel channel studs. Woad studs to consist of nom 2 by 4 in. lumber spaced 16 In. OC. Stool studs to be min 2 -1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diem of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw- attached to the steel studs at each and. The framed opening in the wall shell be 4 to G in. wider and 4 to c in. higher than the diem of the penetrating item such tha4 when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides. ■. Gypsum Boards -- 5/2 in. thick, 4 ft wide with square or tapered edges. The gypsum beard type, thickness, number of layers, fastener type and aheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diem of opening is 32 -1/4 in. for steel stud wells. Max diem of opening is 14 -1/2 in. for weed stud walls. The F Rating of the firestap system is equal to the fire rating of the wall assembly, 2. Through - Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shell be min 0 in. to max 2 -1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported an bath sides of well assembly. The fallowing types and sizes of metallic pipes, conduits or tubing may be used: A. Stool Pipe -- Nam 30 in diem (or smaller) Schedule 10 (or heavier) stool pipe. B. Iron Pipe -- Nom 30 in. diem (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in diem (or smaller) steel electrical metallic tubing or c in. diem steel conduit D. Copper Tubing -- Nam 6 in. diem (or smaller) Type L (or heavier) copper tubing. E. Capper Pipe -- Nom B in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/3 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diem bead of fill material shall ba applied at the pipe wall interface on both surfaces of well. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS -One Sealant or approved equal. *Bearing the UL Classification Mark TYPICAL DETAIL FOR GYPSUM WALL ASSEMBLY METALLIC PIPING CROSSING INTERIOR PARTITIONS. a p BALL VALVE L UNIONS 12" F-' METER _ - ' VAULT = -' I� CONC. SLAB TEST COCK P L _- TEST COCK METER VAULT L --- t-12'" 24" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY BALL VALVE (TYP.) Y Z UNION 12" MIN. ABOVE FINISH FLOOD LEVEL r 2" GRADE & CONC. SLAB CONC. SLAB W/ #/4 @12" E.W. REDUCED PRESSURE BACKFLOW PREVENTOR N.T.S. i COVER SECURED i WITH SCREWS n THREADED C.O. PLUG FINISHED GRADE l % R i 6 "0 CONCRETE PAD ITH FINISHED GRADE n i r SLIP JOINT THRE! FINISF kDJUSTABLE 'OLLAR 1,/,L ',CE OF WALL 0 KITCHEN EQUIPMENT CONNECTION SCHEDULE MARKS DESCRIPTION WASTE C.W. H.W. GAS MBH & SIZE REMARKS /SPECS 01 FRYER DEEP FAT, GAS - - - 105- s /4" NATURAL GAS 02 RANGE, RESTAURANT, GAS - 2 - 203- %" NATURAL GAS 2.1 SALAMANDER,BROILER,GAS FLUSH MOUNTED. - - 35- % NATURAL GAS O BROILER,UNDER- FIRE /GAS GATE VALVE - - 60 -' /a" NATURAL GAS O OVEN,PIZZA, COUNTER TOP - - CI7 60 -' /." NATURAL GAS 12 SINK ,ECONOMY 2" - PIPE UP (UP) - _ 12.1 FAUCET, WALL MOUNT - 1/1" 1/2" - VERIFY CONNECTIONS WITH EQUIPMENT SUPPLIER 17 SINK SCULLERY 3 COMPARTMENT (3) 2„ - _ _ VERIFY CONNECTIONS WITH EQUIPMENT SUPPLIER 17.1 FUCET WALL MOUNTED - �/" 1/2" - VERIFY CONNECTIONS WITH EQUIPMENT SUPPLIER O2" 19 WAREWASHER, DOOR TYPE LOW TEMP - 3 . /` _ VERIFY CONNECTIONS WITH EQUIP SUPPLIER 19.1 DISHTABLE, STRAIGHT 2" LW %11 1 /z" - 74 GPH HW FLOW 21 SINK MOP 3" - - - VERIFY CONNECTIONS WITH EQUIP SUPPLIER 21.1 FILLER, KETTLE & POT - 1/" Y2• - VERIFY CONNECTIONS WITH EQUIP SUPPLIER 22 SINK, HAND, WALL MOUNT 11/2" I.W. 1/" 1 /x" - INDIRECT WASTE TO F.S. 25 BIN ICE 11/4" I.W. - - INDIRECT WASTE TO F.S. 25.1 ICE MAKER W/O BIN 11/4" I.W. 1/" _ - INDIRECT WASTE TO F.S. 31 UNDERBAR SINK (3) 1' /z" /" %2" - - 32 UNDERBAR SINK 11/2" I.W. 1/" 1/2" - INDIRECT WASTE TO F.S. O33 UNDERBAR FILLERS & DRAINBOARDS _ - - L.TRIANA 2 ASSOCIATES, INC "N O UNDERBAR ICE CHEST 11/" I.W. - c.A.* 26644 INDIRECT WASTE TO F.S. 35 COFFEE MACHINE 11/4" I.W. 1 /z" - COMPLETION OF THE INSTALLATION. INDIRECT WASTE TO F.S. 42 UNDER ICE CHEST SS 11/4" I.W. 1 /z" - - INDIRECT WASTE TO F.S- NOTE: ALL UNDERGROUND INDIRECT WASTE (IW) CONNECTIONS SHALL BE 2" MINIMUM. CONTRACTOR TO VERIFY ALL EQUIPMENT CONNECTION LOCATIONS WITH EQUIPMENT SUPPLIER. PERFORATED VENT CAP- SLOPE 1/8" FT. STAINLESS STEEL COVEF SCREWED TO THREADED C.O. PLUG OCCUPANCY DESIGN CRITERIA OCCUPANCY: BUSINESS (RESTRAURANT) TOTAL AREA: 1638 FT NUMBER OF PEOPLE: 144 SEATS & 6" 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 NION CONDENSATE TRAP DETAIL N.T.S. &_ 1/2" PIPE - WATER PIPING OVERHEAD SEE PLAN TRAP PRIMER VALVE PPP INC. MODEL: P -2 • - 1/2" PIPE TYLE L (TYPICAL) "-DISTRIBUTION BOX PPP INC. rFLOOR DRAIN n• AC UNIT PLUMBING LEGEND - 24"0 0 .� w, , A ..,..4 PLUMBING LEGEND SYMBOL DESCRIPTION - - - COLD WATER PIPE (CW) - - - - HOT WATER PIPE (HW) GW GREASE WASTE PIPE (GW) _CD CONDENSATE DRAIN PIPE (CD) - - - - - - - - -- - - INDIRECT SAFE WASTE PIPE (IW) CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF SANITARY WASTE PIPE (SAN) I'll • • ARCHITECT /ENGINEER. •• • - --- - -- -- ---- -- SAN ITARY VENT P I PE (V) �j AIR CHAMBER www.db121.UG WATER HAMMER ARRESTOR AND TYPE KITCHEN WALL CLEAN OUT (CO) FLUSH MOUNTED. AIR ADMITTANCE VALVE (AAV) *1 T305.572.1220 / Fx 305.572.9161 FLOOR CLEAN OUT (FCO) Y2" CLEAN OUT ON GRADE (COOG) N GATE VALVE R•,..s.... * A. DRAINAGE WASTE AND VENT PIPING INCLUDING: PVC DRAINAGE WASTE AND PIPING (DWV) 1/ " GATE VALVE IN VERTICAL e�. HOSE BIBB WITH SHUTOFF VALVE & VB (HB) I`D41 VALVE IN BOX CI7 WATER METER (WM) �- L- "P" TRAP C PIPE DOWN (DN) O PIPE UP (UP) Q ROOF DRAIN (RD) M FLOOR SINK (FS) 11. BACK FLOW PREVENTER (BFP) HOT WATER RECIRCULATION PIPING. 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 RELIEVE 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. FIN. GRADE I (. 24" DIA. X 24" REINFORCED u. I? CONCRETE PIPE n •i•• •i• • • ••••• •G• • V • • Y • • • • G •ii iG• • • • •(iR Y SPECIFICATIONS . F Ac., Dao Desigl AR0017357 1 ID00045 36 ,w •a wMfq . '' •i •• " -a'vQ • iy� • � 1- ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, STAYE AIJD LOCAL U „ 0 Q ."• ORDINANCES. GVV •E+G (>(• • O • WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. LESSOR: TEMP. _4 2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/8" PER FT. MIN. FALL FOR 3" PIPE AND LARGER' /." D PER FT. SLOPE FOR 2" PIPE SIZE AND SMALLER DEVIATIONS SHALL BE APPROVcdLY i • CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF ROGER D. SHAY i W- GRACE I'll • • ARCHITECT /ENGINEER. •• • o Y . " ° CONNECTION BEFORE COMMENCING ANY WORK. • i • Y • u••• • •J��O • e00 o '• SOU* www.db121.UG 3. PROVIDE CLEAN OUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLEAN -OUTS TO BE KITCHEN 120 NE 27 ST. 4 500 /MIAMI, FL 3313r FLUSH MOUNTED. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES *1 T305.572.1220 / Fx 305.572.9161 4. MATERIALS SHALL BE ALL NEW AND AS FOLLOWS:;; Y2" SwF COUNTER TOP P -3A R•,..s.... * A. DRAINAGE WASTE AND VENT PIPING INCLUDING: PVC DRAINAGE WASTE AND PIPING (DWV) 1/ " - 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 LAYOUTS PRIOR INSTALLATION." ^� UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WHEN ITS APPROVED BY LOCAL 10. "% f AUTHORITIES AND NOT TO BE USED IN AIR RETURN PLENUM. DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS. REVISIONS DATE B. WATER PIPING: COPPER TYPE "L" ASTM B -88 ABOVE GROUND AND COPPER TYPE "K" ASTM B -88 7 01 i z7 LORENZO TRIANfA;,P.E:`, UNDERGROUND.PROVIDE' /2" THICK MIN. FIBERGLASS INSULATION TO ALL HOT WATER AND 11. Florida Registration No. "PE039657 , HOT WATER RECIRCULATION PIPING. PLANS FOR LOCATION OF UNITS AND DRAINS. r _ SEAL / SIGNATURE 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 12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITEr` 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. Trrrr F. VALVES: 125 PSI NIBCO SCOTT, STOC KHAM OREQUAL. 13. COORDINATE WORK WITH OTHER TRADES. G. HOSE BIBBS: CHICAGO 837 OR EQUAL WITH VACUUM BREAKER. S 0 n /� I V V H. AIR ADMITTANCE VALVE: STUDOR® MINI -VENT® OR APPROVED EQUAL. 14. FURNISH AND INSTALL FIXTURES AS SPECIFIED IN PLUMBING FIXTURE SCHEDULE. CASE I. WATER HAMMER ARRESTORS (SHOCK ABSORBERS): AS PER PDI STANDARDS WH -201 "J.R. 15. EACH PLUMBING FIXTURE SHALL BE PROVIDE WITH AIR CHAMBER OR WATER HAMMER ARRESTORS SMITH" MODEL: HYDROTROL OR APPROVED EQUAL. PROVIDE ACCESS PANEL. ' PROJECT 4 0804 (SHOCK ABSORBER) AS PER FBC 604.9 5800 SW 73 RD ST J. GAS PIPING: BLACK STEEL PIPE SCHEDULE 40 ASTM A 120 SEAMLESS. FITTINGS: MALLEABLE SOUTH MIAMI, FL 33143 IRON THREAD ANSI 1316.3 CLASS 150. ENCASED PIPING: PLASTIC PVC SCHEDULE 40 ASTM 16. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE.,:" 01785. LESSEE: 5. PERFORM THE FOLLOWING TEST: WILLYQUINTANA 301 COLLINS AVE, SUITE 2707 17. MAIM BEACH, FL 33141 A. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSI FOR A F.305.ic7.7073 PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. 18. ALL PLUMBING FIXTURES & FAUCETS SHALL COMPLY WITH THE MAXIMUM FLOW RATE & STRUCTURAL ENGINEER: B. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE SYSTEM SHALL THIN R N BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST POINT & ALLOWED TO STAND UNTIL 2000 SUITE 10 10 AS PL. 2 INSPECTION IS MADE AND WATER LEVELS REMAIN CONSTANT. MAIMI, FL C AND TESTING LABORATORIES APPROVALS AS STATED ON F.B.C. SECTION 406 THRU 421 ftain thin- rimirez.cam C. GAS SYSTEM: TEST ALL GAS PIPING AS INDICATED ON NFPA 54 MECH, ELEC, PLUMB, FIRE PROTECT. ENC L.TRIANA 2 ASSOCIATES, INC "N CONSULTING ENGINEERS ' D. D. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS- c.A.* 26644 5701S.W. 56th St. E. COMPLETE SYSTEM FIXTURE & EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST AFTER MIAMI FL 33165 µ COMPLETION OF THE INSTALLATION. CIVIL ENGINEER: 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 V, HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. LANDSCAPE ARCHITECT: 6. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK ILLUSION LANDSCAPE 2 DESIGN SHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR MIAMI, FL WATER HEATER SCHEDULE FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE ALL LOCATION 'e" ,Vo, SUPPLYING WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. LESSOR: TEMP. EFFICIENCY MINIMUM MANUFACTURER & MODEL: D SEE PLAN 7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF ROGER D. SHAY i W- GRACE r - CONNECTION BEFORE COMMENCING ANY WORK. 13635 DEERING MAY RD, PH 2a3 CORAL GABLES, FL 33158 - 2812 4'f *'r ' URINAL 2" KITCHEN - 8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES LAVATORY 11/2" Y2" REQUIRED.�`Ii COUNTER TOP P -3A 8. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND,ti',,,; 1/ " - WALL HUNG. ADA COMPLIANT LAYOUTS PRIOR INSTALLATION." 10. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS. REVISIONS DATE 7 01 i z7 "4' 41k' 11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE DRAIN AND TRAP. SEE PLANS FOR LOCATION OF UNITS AND DRAINS. r _ - 12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITEr` PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. , ell 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 604.4 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 �ANKLE S BATHROOM 199 MBH 120V, 10 120' F 86•/. RHEEM GT -199 I- URINAL 2" KITCHEN - CONTROL P -3 LAVATORY 11/2" ............ ... E i v i F I C.A ` 11 V• � • � .0 • 2" CONDENSATE I I TANKLESS GAS p DRAIN PIPE I I 24- ` Q'Q'�A - .....:; .. 4" VENT SEE I WATER HEATER ";},p.•t ea'�' DETAIL MECH. DWGS O - ' • I . l I • GWH Ii%I� IiJI I�JI P TRAP'(3 I 5 � •' `� (� b•�'aa Q• � I �.�a� UNION EXTERIOR TYPE FLOOR WALL �a o ° .6 Q Q 'ap= g- TO PERVIOUS ROC' D �� TYPICAL CLEANOUT DETAIL ��•��������� CLEAN LOOSE '/ "GAS '� "CW PEA ROCK L ' /." HW TRAP PRIMER DETAIL - - PLUMBING FIXTURE CONNECTION SCHEDULE MARKS DESCRIPTION WASTE C.W. H.W. REMARKS /SPECS P -1 WATER CLOSET 4" 1" - FLOOR MOUNTED. FLUSH TANK. P -1A WATER CLOSET 4" 1" - FLOOR MOUNTED. FLUSH TANK. ADA COMPLIANT P -2 URINAL 2" '/4"" - WALL HUNG. ADA COMPLIANT P -3 LAVATORY 11/2" Y2" - COUNTER TOP P -3A LAVATORY 11/2 1/ " - WALL HUNG. ADA COMPLIANT ISSUE DATE JULY/ 31/2002 DWN . APPRV. DBL Drawing: DETAILS Scale: AS SHOWN i r CONSTRUCTION DOCUMENT: ° Sheet Number: s N ©+ �r r , N.T.S. 3/4" PRESS N.T.S. r'. 4u J ' . RELIEF VALVE. Z1110 z WATER HEATER DETAIL +b DRY WELL DETAIL INSTANT FLOW N.T.S. . N.T.S. 7 01 i z7 "4' r _ -