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07-1401-006WL1051 F- rating T- rating VIVOW9o® 3735 Green Rd, Beachwood, ❑H, 44122 Drawing not to scale 1Q 1 or 2 - hour fire rated gypsum wallboard /stud assembly (D A) Steel Pipe - 6' diam.(or smaller) Sch. 40 (or heavier) steel SINK B) Conduit - 4' diam.(or smaller) EMT or rigid steel © TREMstopWBM - fill Max. 3/4' annulus at a thickness 3/8' of 1 i' (2 Hr, F- rating) or 3/4' (1 Hr. F- rating), FIXTURE UJATER CONSUMPTION PER F.B.C. 604.4 FIXTURE/ MAX. FLOW RATE/ FITTING VOLUME WATER CLOSET 1.6 CPF LAVATORY .25 GPC / .5 GPM SINK 2.5 GPM URINAL (STD.) 1.0 GPF SHOWER 2.5 GPM DRINKING FOUNTAIN 2.5 GPM FIXTURE 5CHEDULE MARK FIXTURE SUPPLY SIZE WC HANDICAP TANK W.C. 1/2' LAV COUNTER MTO. LAVATORY OUN �� SK -SINK 1/2' FD FLOOR DRAIN 1/2' DF DRINKING FOUNTAIN 3/8' WM WASHER MACHINE 1/2' GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, 3. ALL MATERIAL SHALL BE NEW. 4, ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER, THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK. 7. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER /ARCHITECT PRIOR TO BEGINING CONSTRUCTION. 10. VERIFY LOCATION, SIZE, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINING CONSTRUCTION. ADVICE ENGINEER OF ANY DISCREPANCIES. 11. WATER PIPING SHALL BE TYPE 'L' COPPER 12. S ❑IL, WASTE, VENT AND STORMDRAINAGE PIPING SHALL BE SCH 40 PVC. 13. CONDENSATE DRAIN PIPING SHALL BE ABOVE GRADE COPPER DRAIN WASTE AND VENT FITTINGS. INSULATE ALL CONDENSATE PIPING AND CONDENSATE PIPING W/3/4' IMCOA IMCOLOCK PIPE INSULATION. INSULATE ALL HORIZONTAL STORM DRAINAGE (ABOVE GRADE) AND ELECTRIC HEAT WRAP WHERE EXPOSED TO FREZZING CONDITIONS. 14, INSULATE ALL HOT WATER AND HOT WATER RETURN PIPING W/3/4' IMCOA ARTICTHERM PIPE INSULATION. 15, ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 16, FURNISH AND INSTALL APPROVED AIR CHAMBERS, AT EACH PLUMBING FIXTURE. 17, DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 18, ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD (HAIR FELT LINING). 19, ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL /FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP.- CTC PR -855 OR 3M, CP -25 CAULKING OR 303 PUTTY, TO ACHIEVE SAME RATING AS WALLS OR FLOORS. 20. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 21. PROVIDE 1/2' TRAP PRIMER LINE FOR ALL FLOOR DRAINS FROM THE NEAREST PLUMBING FIXTURE, �' GL I a ii 0 WATER ISONIE`CRIC N.T.S. 0' CONNECT TO SANITARY ISOMETRIC NOTES- - 2',P OR SMALLER LINES TO BE SLOPED is 1/4' PER FOOT — 3'0 OR LARGER LINES TO BE SLOPED is 1 /6' PER FOOT HANGER ROD HANGER ROD l - L ❑(KING NUT SUPPORT NUT HEAVY DUTY CLEVIS SUPPORT NUT HANGER HEAVY DUTY CLEVIS PIPE HANGER VAPOR BARRIER INSULATION 16 GAUGE ZINC COATED CLEVIS HANGER SHEET STEEL SADDLE AT SINGLE HORIZONTAL RUMS LEAST 8' LONG NO VAPOR BARRIER INSULATION CLEVIS HANQER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS r REST ON TOP OF BOTTOM CHORDS STEEL BENT STRAP Iv2 JOISTS BETWEEN PANEL 3/16' OVER VERT. POINTS. SIZE FOR LOAD LESS OF ANGLE BOTTOM CHORDS OF ST EEL J❑IS�� —// STEEL JOIST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP e of oe "e,` go INSERT NUT HANGER ROD CONCRETE INSERT BEAM EAM CLAMP STEEL BEAM M-----HANGER ROD. SIZE AS REG. PIPE SUPPORT DETAIL N.T.S. (FOR SANITARY & WATER PIPING) E COMPRE66OR UNIT ,9 2ND FLOOR o ' ACCU CONNECT EXISTING COND 2 Hour Fire Rated Through C"' Single Penetration Firestop for Single Metal Pipe_ through 3735 Green Rd. Concrete floors or watts using Beachwood, OH, 44122 FYRE -SIL `I)MeO Drawing not to scale CAJ 1064 F- rating = 2 Hr (369) T- rating = 0 Hr . . .......... ................... .... .... .......... 3B ..... ...... KEY NOTES PLUMBING SYMBOLS . t A1313REViATiON- 11.. EXISTING 4' SANITARY LINE. �... .. 22.. EXISTING 1 -1/2' CW LINE INTO EXISTING METER & 1 -1/2' SACK FLOW $ °�° 4 COLD WATER PIPE CW PREVENTOR IF NOT EXISTING. SANITARY LINE SAN NEW 3/4' CW LINE INTO EXISTING CW SYSTEM. S- ° ,.,. ° -° " =S HOT WATER PIPE CD 1, PIPING RUNS BELOW FLOOR SLAB. 5-- - - - - -4 VENT LINE 5CONNECT PIPING RUNS ABOVE DROPPED CEILING, SINK SK 3A PIPING TURNS UP IN WALL, WATER CLOSET WC Q PIPING TURN DOWN IN WALL. O LAVATORY LAV CONNECT NEW 3' SANITARY LINE INTO EXISTING SANITARY SYSTEM. DRINKING FOUNTAIN DF 9, FIELD VERIFY SIZE AND LOCATION PRIOR TO BID, SHOWER SH p C2) 2' VENT UP THRU ROOF EAVE. WASHER MACHINE WM 1 CONNECT TO EXIST. COND. bw INSTALL NEW BACK FLOW PREVENTOR, CONNECT NEW PIPE INTO EXISTING o w ALL WALL HUNG FIXTURES SHALL COMPLY W/ F.B.C. 2510,5.1.1 co �. s (PROVIDE DOUBLE STUDS & BACKING R WALL). �' GL I a ii 0 WATER ISONIE`CRIC N.T.S. 0' CONNECT TO SANITARY ISOMETRIC NOTES- - 2',P OR SMALLER LINES TO BE SLOPED is 1/4' PER FOOT — 3'0 OR LARGER LINES TO BE SLOPED is 1 /6' PER FOOT HANGER ROD HANGER ROD l - L ❑(KING NUT SUPPORT NUT HEAVY DUTY CLEVIS SUPPORT NUT HANGER HEAVY DUTY CLEVIS PIPE HANGER VAPOR BARRIER INSULATION 16 GAUGE ZINC COATED CLEVIS HANGER SHEET STEEL SADDLE AT SINGLE HORIZONTAL RUMS LEAST 8' LONG NO VAPOR BARRIER INSULATION CLEVIS HANQER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS r REST ON TOP OF BOTTOM CHORDS STEEL BENT STRAP Iv2 JOISTS BETWEEN PANEL 3/16' OVER VERT. POINTS. SIZE FOR LOAD LESS OF ANGLE BOTTOM CHORDS OF ST EEL J❑IS�� —// STEEL JOIST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP e of oe "e,` go INSERT NUT HANGER ROD CONCRETE INSERT BEAM EAM CLAMP STEEL BEAM M-----HANGER ROD. SIZE AS REG. PIPE SUPPORT DETAIL N.T.S. (FOR SANITARY & WATER PIPING) E COMPRE66OR UNIT ,9 2ND FLOOR o ' ACCU CONNECT EXISTING COND 2 Hour Fire Rated Through C"' Single Penetration Firestop for Single Metal Pipe_ through 3735 Green Rd. Concrete floors or watts using Beachwood, OH, 44122 FYRE -SIL `I)MeO Drawing not to scale CAJ 1064 F- rating = 2 Hr (369) T- rating = 0 Hr . . .......... ................... .... .... .......... 3B ..... ...... 3B . r . �... .. r E'er 3A 0 Ftoor or Wall assembly = 4.5' thick concrete ® Copper Tubing - 4' (or smaller) Type L (or heavier) copper. Annular space is Min 1/2' to max 2 -1/8' © A) Packing material - min 3 -1/2' thickness (min 6 pcf) mineral wool insulation B) Min 1/2' thickness FYRE -SIL installed within annulus NOTE, For walls apply FYRE -SIL to both surfaces of wall, iFr pro3lca u.sd M irr abive assarbty Fwva .. 11eM tfitld U accard.v .fSh tna **U d , The above descrbed assenbty Project . Asrw h 4 a1pervI St.m rk Ta.t hh'% p��pd,c have been tasted and are far iEUS Parrtrat6n FkvfW rbq bus" on both oast and anthdpated Location • estth aw °� asv st.r fiord Par Fi a lasts arr4rce criteria. Trento shad of &A*j CwwUvcVAn sad Mot.rhtr. net be UabWe for ony dwwgei c#ect or Ws or Trenw Installers WDate2/26/94 Drnwin hTR -1064 sl,au only w r¢sponsble Far r¢ptac4p g naterfat food to be defecthve. Signatureh Approved byC. Tuzzeo J , - 1 PLUMBING PLAN SCALE. 1/4' 40 GUTIERREZ & LOZANO ARCHITECTS 2630 W. STATE ROAD 84, SUITE117 FT-. LAUDERDALE, FL. 33312 PHONE: (954) 321-3442 FAX: (954) 321 —3864 REVISIONS ^ = i MANUEL GUTIERRi Z ;- STATE+ OF' FLK. ;REG. Nor 8253 J� SEA►L'r �+ CARLOS LOZANO STATE OF FLA. REG. No. 0014722 SHEET TITLE PLUMBING PLAN ISOMETRICS JOB No.: r DATE: 10/17 76 SHEET 5 w, OFk, ; 'p Draw: ADRIANA C. FTtsfe6011 0111irz y" I I n . s� E'er c W � � bw o w F-+ co �. s IN Z --e' Lo cn SHEET TITLE PLUMBING PLAN ISOMETRICS JOB No.: r DATE: 10/17 76 SHEET 5 w, OFk, ; 'p Draw: ADRIANA C. FTtsfe6011 0111irz y" I I