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NOTES: <br /> O1 CONNECT NEW LAVATORY INTO EXISTING HOT AND COLD WATER <br /> STUBS IN WALL. <br /> O2 CONNECT NEW WATER CLOSET INTO EXISTING COLD WATER A <br /> STUB IN WALL. <br /> O3 REMOVE HOT AND COLD WATER PIPES IN WALL SERVING <br /> EXISTING SHOWER. EXTEND 0.75" HOT AND COLD WATER TO <br /> NEW SHOWERHEAD LOCATION AS SHOWN. <br /> O4 FIELD VERIFY IS SHOCK ABSORBERS EXIST ON EXISTING <br /> COLD WATER PIPING. IF NO SHOCK ABSORBERS EXIST, Architect of Record: <br /> PROVIDE AS INDICATED. <br /> Mariah B. Meyer <br /> O5 TAP NEW 0.75" HOT WATER, COLD WATER, AND HOT WATER 8131 Metcalf Avenue <br /> RECIRC PIPE INTO EXISTING. Suite 300 <br /> Overland Park,KS 66204 <br /> O6 CIRCUIT SOLVER MODEL CS-1/2-105 BALANCE VALVE, CHECK <br /> VALVE, AND BALL VALVE. CONTRACTOR SHALL VERIFY www.brrarch.com <br /> EXISTING FLOW OF HOT WATER RECIRCULATION. SET BALANCE <br /> VALVE TO TOTAL FLOW MINUS 0.5 GPM. Tel:913-262-9095 <br /> Fax:913-262-9044 <br /> O7 0.75" HOT AND COLD WATER DOWN TO WASHING MACHINE <br /> UTILITY BOX. PROVIDE SHOCK ABSORBERS PER DETAIL. <br /> O8 0.5" HOT AND COLD WATER DOWN TO SINK. <br /> O9 REMOVE WASHING MACHINE UTILITY BOX AND 0.75" HOT AND <br /> COLD WATER PIPE BACK TO MAIN. W a W <br /> 10 w v O <br /> RETAP MAIN WITH 1" COLD WATER PIPE. U) ooLOwww <br /> w r <br /> W ❑aiPw0 w0_ — <br /> 11 RETAP MAIN WITH 1" HOT WATER PIPE. ��=zLLX=aof=C)0 0 <br /> ¢F-~mLLHX�OUDw�U <br /> 12 <br /> APPROXIMATE LOCATION OF EXISTING DOMESTIC WATER MAIN. f w w�F¢g ow=w(ro U)z W <br /> VERIFY LOCAT I oN BEFORE ANY EXCAVATION WORK. RELOCATE W a.U)i ot z 0 a z o>w as=Lo a <br /> (TYP) DEPTH OF WATER LINE To 12' ABOVE TOP of SANITARY z a c1 p¢w¢ z w z W X v 2 <br /> 7 2 SEWER PIPE. O �`-`LL1N�o�zujv�ow'o <br /> 30 • 2 4 13 VARIOUS DOMESTIC WATER AND COMPRESSED A I R LINES RUN Q z W of 2 0~CO o >w a w <br /> BELOW GRADE I N THIS AREA. VERIFY LOCATION. RECONNECT J Q¢a_z J F?IL w X z-U, a lY N <br /> + + AS NECESSARY BELOW THE NEW STRUCTURAL F00T I NG. 0 0 w O ma box g W w o=o uu <br /> UT1 ❑� 1 2tf10 a 00-fn 0 w fr 0-zxz<O <br /> �wz�NOw 000�0�� <br /> 1 �1 t GENERAL NOTES. I- <br /> DcjomaDo�a¢raar <br /> �� ❑ It , L1 W1 1. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE <br /> 2019 EDITION OF THE CALIFORNIA PLUMBING CODE. <br /> 0.75'HWR(E) 2. NO P I P I NG SHALL RUN EXPOSED I N F I N I SHED AREAS. CONSULTANT LOGO <br /> ® Ur1 I t 0.75"CW <br /> 0.75HW 1-HW(E) 2 4 3. DOMESTIC WATER SERVICE PIPE 2" AND SMALLER ABOVE SLAB <br /> 1.25'C (E) SHALL BE: PEX-o DISTRIBUTION TUBING (ASTM F877, SDR 9 <br /> n n n n n TUBING) EQUIVALENT To UPONOR AQUAPEX. <br /> I ' <br /> 4. ALL HORIZONTAL RUNS OF PEX TUBING SHALL BE SUPPORTED <br /> /1 BY PEX-o GALVANIZED SUPPORT CHANNELS. <br /> 5. ALL PEX STUB-OUTS SHALL BE MADE WITH COPPER STUB-ELLS <br /> 0.75"CW L1 W1 / HAVING A 90 TRANSITION FROM PEX TUBING TO COPPER. <br /> 0.75"HW 3 CONTRACTOR SHALL USE HOLDRITE PROGAURD PEX SUPPORT <br /> •• 0.75"HWR •• FOR ALL STUB-OUT CONNECTIONS. <br /> 5 / 6. INSULATE ALL WATER PIPING WITH 1" FIBERGLASS engineering consultants <br /> -----------------� INSULATION WITH NON-COMBUST I BLE UL RATED VAPOR 650 L.Algonquin Road I suite 2501 Schaumburg,ll_60173 <br /> CIRCUIT SOLVER MODEL CS-1/2-105 BARRIER OR CLOSED CELL FLEXIBLE I NSULAT I ON EQUAL TO T 913.322.1400 www.rtmec.com <br /> BALANCE VALVE, CHECK VALVE, AND-04fT�F1�F ARMAFLEX I I. <br /> l BALL VALVE SET TO 0.25 GPM. TYP UNO J / <br /> 1.5"HW(E) L1 1 —\ W1 7 PURPOSES/oNLYNGDURING IIS NSTALLATION AFIELD <br /> LLY R VIEWING <br /> MODIFICATIONS TO ROUTING MAY BE REQUIRED. LU <br /> 0.75"HWR(E) <br /> / 4 1 8. ALL WATER SUPPLY LINES, VENT STACK LINES, SANITARY O z <br /> I t M <br /> LINES, AND OTHER EXPOSED PLUMBING LINES SHALL BE <br /> n n n n n COMPLETELY SEALED AT ALL WALL PENETRATIONS, THEN O (- <br /> COVERED WITH A CHROME ESCUTCHEON PLATE SEALED TO WALL U <br /> WITH SILICONE SEALANT. O <br /> 171 <br /> J <br /> W W <br /> W1 = Y <br /> / 3 • O LULU <br /> Q co W <br /> LU <br /> U W <br /> / �YCW(E) Si N <br /> LU <br /> o <br /> LUO <br /> Z W I- <br /> 3 Oji� Of 0 <br /> J O <br /> 0 <br /> co <br /> 1Hn U) <br /> 0.5 H(R(E) U) N <br /> 2.5"C / N <br /> Cl) <br /> + O O 2 1 <br /> V V V <br /> O <br /> W <br /> r--mFFnE3 <br /> m <br /> o i KSG <br /> z <br /> �j O <br /> C <br /> ISSUE BLOCK <br /> NO. DATE DESCRIPTION <br /> Cc I <br /> C I <br /> I <br /> J <br /> 11 <br /> CHECKED BY: BJK <br /> L J DRAWN BY: JHF <br /> IT I 1011111111111 H111111111 <br /> DOCUMENT DATE: 09/01/2020 <br /> in <br /> o PROTO TYPE: <br /> K2 PROTO CYCLE: <br /> / 8 <br /> PROFESSIONAL SEAL <br /> 41C / K3EEI S/0,y <br /> K1 C.D CJ� <br /> 0 oFTw m <br /> Ea No. 33167 <br /> 0 ExP. 9-30-21 <br /> Ar 8 8 J' CHAN\F El <br /> �P <br /> 0� <br /> Sig by Cameron Collins <br /> S, <br /> /'� <br /> E=cameron.collins@rtmassociates.com, <br /> ameron Collins O=RTM Engineering,OU=RTM, <br /> CN-Cameron Collins <br /> Date:2020.08.3111:19:11-05'00' <br /> DOMESTIC WATER PLAN <br /> 1 WATER AND GAS PLAN <br /> �01 SCALE 3/16"-1'-0" NORTH <br /> SHEET: <br /> P202 <br /> Copyright Notice:This drawing was prepared for use on a specifc site contemporaneously with <br /> BRR Original printed on recycled paper its issue date and it is not swtable for ase on a different projea site or at a later time.use of this <br /> drawing for reference or example on another project requires the services of properly licensed <br /> architects and engineers.Reproduction of this drawing for reuse on another project is not <br /> authonzed and may be contrary to the law. <br />