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HomeMy WebLinkAboutWTR2701785.3K 1 SHORT CLIP L I "L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR EX, fIYiJ1Z/ANT 01-00 0- E W L KWAY - -- - - -- GU RPM _ � 1 +00 Y SITE Phi' � I W�_=Fej --I ,4Pi�'ROV Et ' 21 (_1 Pubt_IL \Al012KS �IIZECTOIZ )ED 2 z2-ey rt. RE C - � (o" MRS VALVE W/TAMPF-R SW ITCH YARO j PL17ICATop- 0 4 SWINGY CµEC.IL V,4-✓E pETEGTOR CHECK VALdE. w/ aY PASS METER PER CI -TN( of I�E►.1'ION 5�'RIVDA►ZDS r / - f vN DLKzROUN1) NJLdES 1. ALL. uNDE12CTROQ"D PIPINCT TO3E ROW)E> AI`ttl,/0K aLOLKFTb, rLUZ)4LO, 4 TE-ST ?F-R NIFPA '13 F,dz_4r Z MINIMvM 3U1�`� 3 FEET a1=L.OW (; AAt)E. �. Exct✓VsIONs o SE►rE'c-►' �I1--1-- FLOW krEtT DATA I . STq'T ►C- : -I A ?S 1 Z RESIIbUAI-`• zo PSI =1-ONNI I-ACX : 809 L Cr?" 4 . SOv RCE : G IT`( OF RENTON 5. LoCATiON svJ 7TIA S- 4ARDIE Z m > to z �.J FLC .C-bV PL.I W, �€ �1 41 XCTATE. V A, k VE LCTxF��� VAULT PC1i C-iTY pF RERTION sTANOAR65 (RCP-G77LA OR E-QOAL-) COL-I_AA IN THRO5T bL.oc.IL PE-P, GTY OF R"TON 5w-AbAIZs5 VAULT IN PLA NT e K j AKEA �.53�I Co"MJXA^) SLJEEVE �' B, C C, I (M x FL_CT) At %,ATE VAU✓E [_FL-Cz x M.) ti �I IZE ►}Yi�iZANT � !' C " +Z3 ASSEMBLY \/� � v�VO C.OREY SiYL_IL FIRE rJ 8 xSK �C � M� �• -- � v k- ;Y START t?o I ► -F P BY GTY , PAI b FOA BY SE-MTKY_ 3Y CITY, PAID FOk 8K SENTikY, r.k Umbi fA c.4koom b aY bF_mTRY. ,2, 2.3 4y AT17 VAv LT _bETA I L- N S GENERAL NOTES 1. All work materials shall be in conformance with the standards and specifica- tions of the City of Renton Utility Department and the latest edition of the APWA Standards and Specifications. 2. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to ANSI A-21-4-74 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-1977 or latest revision. All fitting joints to be mechanical joint or flanged. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 125 lb. configuration, unless otherwise specified on drawing. 5. All water main 10 inches and smaller to maintain a minimum ccver of 36 i inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. 6. All water mains shall he pressure tested and disinfected in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a repre- sentative of the City of Renton. 7. A preconstruction conference and twenty-four hour notice will be required prior to starting new construction. 8. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 9. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. 10. All connection to existing mains to be accomplished by the City of Renton. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notification. 11. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. February 1980 i OMA1. - ► 2 - WAY EARTHQUAKE BRACE +4 - WAY EARTHQUAKE BRACE (� STRUCTURE TO CENTER '0 LINE OF PIPE IN INCHES SPRINKLER LEGEND Co cX SPRINKLER z ~z ww �F ORIFICE SIZES z wN ~"' AND TYPE 1" 5 3 7 1 0 2 16 8 16 2 SPRAY 3" 17 ❑ Q 3/4" 4 32 SPRAY a ■ 1„ a 1/2" 2 8 6 2 SIDEWALL A W 1„ 1,. 1" 2 DRY TYPE W� 1" TEMP. RATING V)3 za SOS m zz 0 165° 212° _J O O 1/2 0 1 Y O 286° X Q 1 ® 1/2 350° 1 1 500° 1/2 1/2 SPRINKLERS USED SYM SPRINKL R IFICEI Tvoe •- nweu QUAN TEMP TOTAL FITTING LEGEND APPROVALS REQUIRED C1 MEYERTECH w. S- P (REv, i F VICTAULIC "FIT" C IT T� M MICHIGAN "SLIP-LOK" P PIPE-O-LET SN SHAPED NIPPLE DISTRIBUTION Z ITT GRINNELL "EASE -TEE" c Z Ow iv QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13-1983, SECTION 3-10.3.5. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-15. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-1. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO, 13, SECTIONS 3-12 AND 3-13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY O-rHF-R- 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY T" i 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY CTF PIPE NOTES pENsITY .?I //Soo 0 MAIN BUILbINC-, FIRST FLoORZ pFFICES okt>iKkAkZ( HAZARC) F�,t PE, SC.F4E t>JL_E. Mt1DzzATE BY Ai &i DW PEAR, GTYu7, 841 Dv.! A-5- i!>vI I_T - - CONTRACT WITH: i✓V RCa ►�F�N STATE. CnRt7 zoo S-W ILoTN CANTAc T = JIM NOkMAN REIµTaK, WA. g8005 PINE . zs5-o4oc� CONTRACT NAME: 70 (0-TA, 7T'N 57. 21 t+ARl�IF '- R i�7Gi 1 AUTOMATIC SPRINKLER COMPANY A PART OF WORMALD FIRE SYSTEMS I , ��-pN\A , W A P►+orlE 9Z.z- toL�4ci. �EcLl �3�- `iO:�o WA. ST. CONTR. LIC. NO. SE-NT-RA-S314KR CA. ST. CONTR. LIC. NO. 320376 DESIGNERL DATE SHEET JOB NO. zl - 8a / OF / - oo (, 7E- •'