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GENERAL I'V,_ -_ <br /> I:INSTALLATION OF COMPRESSED L..E ISTEM SHALL EL <br /> IN ACCORDANCE WITH FACILITIES '.'-= IANICAL <br /> STANDARD D38106-20 USE:'_ _ "I_LOWING <br /> EVERETT SITE SPECIFIC PREFEFL'._-_C.PLEASE VERIFY <br /> THE PIPE ELEVATION IN THE FIELD TO AVOID <br /> 'V� INTERFERENCES WITH OTHER EQUIPMENTS. <br /> 1- 4- — PIPE MATERIALS: <br /> 5 5 >i .1.�I /' 2 INCH AND UNDER, THREADED BLACK SEAMLESS <br /> CARBON STEEL, ASTM A53, GRADE B, SCHEDULE 40 <br /> MATCH LINE - DWG 40-031-TNM111-1i: FITTINGS: <br /> 2 INCH AND UNDER: CLASS 150 THREADED BLACK <br /> II I11 lli— 1d- ASTM 1197 MALLEABLE IRON, ASME/ANSI B163. <br /> U L VALVES: <br /> . 2 INCH AND UNDER: THREADED BRASS BALL VALVE- <br /> WITH STAINLESS BALL AND SEATS, 600 PSIG W'_I <br /> 1;"BLOWOUT 3/4 INCH OR LARGER SHALL BE FULL PORT DES <br /> TYPICAL 2. EACH BRANCH AND EACH INDIVIDUAL SERVICE <br /> FEED LINE SHALL BE EQUIPPED WITH ISOLATION <br /> VALVES ON SUPPLY. <br /> t'--"A t A t"A t,.A - 3. TESTING OF NEW COMPRESSED AIR PIPING SHALL <br /> A A ICI ICI— A ` A- - A A A A A 7 - USE COMPRESSED AIR OR NITROGEN @150 PSIG FCF <br /> d n _ 1 HOUR. THERE SHOULD BE NO LOSS IN PRESSURE. <br /> t"AUPi I CHECK EACH JOINT WITH SOAPY WATER FOR LEAKS. <br /> 140-031-4004-503 1- '.a I <br /> s <br /> CONSTRUCTION NOTES <br /> I CONTINUE I"A PIPE THROUGH THE TRENCH FROM FIN <br /> FLOOR BY UNISTRUT AND CLAMP APPROXIMATELY 6" <br /> II ABOVE THE TRENCH FLOOR AS SHOWN ON DRAWING. <br /> INSTALL 2 OD'S UNDER THE TRENCH HATCH AS SHOWN <br /> ON DRAWING. <br /> 1 <br /> �` 13 SEE DETAILED M515' <br /> —+ --- - P' 'D �I' POC {�-jE CORE DRILL 1"A PIPE THROUGH THE SLAB AND ROUTE <br /> �/ VA <br /> . \7/ \ TO THE FIRST FLOOR AS SHOWN ON DRAWING. <br /> /�l PRIOR TO CUTTING HOLES IN THE FLOOR SLAB USE <br /> 2"A UP v "A DN 5• <br /> r T 1 X-RAY LOCATE REBAR AND CONDUIT. <br /> CUTTING OF REBAR AND CONDUIT NOT PERMITTED. <br /> 0 TNM111-18 M515 <br /> CAULK USED TO SEAL AROUND PIPES AND CONDUITS IN <br /> FLOOR PENETRATIONS SHALL BE ACRYLIC LATEX <br /> ON-ABRASIVE FLEXIBLE SEALING COMPOUND. <br /> . 1"A UP BELOW.THE TRENCH HATCH l 6 GENERAL <br /> COMPRESSED <br /> PRE SE AEI <br /> IR AI BLOW DOWN PIPING PROCEDURE <br /> �� � -1"A ,'y 4 S AND CONSTRUCTION SPECIFICATION SECTION 22 15 13 <br /> • <br /> �` J PIPE CLEANING PROCEDURES IN THE ATTACHMENT. <br /> NA <br /> 1"A UP FOR EXACT CONNECTION CONTACT RICHARD <br /> 1.4 1 A TO THE FIRST FLOOR I. 1PrrET.0, '/ AT 253-737-0123. <br /> z - GEE DRAWING 40-031-1MM18. <br /> 0 <br /> 0 <br /> G Q <br /> z <br /> i 1'iA R T-A t,.A <br /> Q A A A IC ., ly.l A A-- A A - A- A A---- ,. ] <br /> I41 'x I�� A <br /> . <br /> gP e <br /> 80 <br /> i N <br /> �`'Q <br /> _ I I _I Amu `� o•e nc Bf <br /> MATCH LINE - DWG 40-031-TNM111-21 <br /> 11 ® 13 15 17 <br /> IPARTIAL PLAN 0� D 2 <br /> 1111I$. <br /> SCALE. 1/8"=1'-0" x 13 14 15 <br /> REFERENCE DRAWINGS <br /> � 19 20 21 <br /> ® ® <br /> KEY PLAN BLDG. 40-0310 <br /> SCALE: NONE <br /> 8' 4' 8 16' <br /> F-Ic <br /> _1'-U" <br /> REVISION BY APPROVED DATE CAM REVISION BY APPROVED BATE ACCEPTABILITY DRAWN ,ATE Sub:,.E <br /> MAZAK 5 AXIS MILL W7066787 RDN DH/FB 02.04.20 THIS DESIGN AND/OR CHECKED PARTIAL COMPRESSED AIR PLAN-TUNNEL 02.04.20 <br /> -� --- - ® SPEC6IDABON IS DEPROVED �NGNEER •TITLE <br /> ei_4717'EfAleG APPROVED BY DEPT. DATE �T N M 111-18 <br /> CHECKED <br /> APPROVED BUILDING 40-31 COMP ND, - <br /> -_ - -. - - APPROVED _ _ <br /> MECHANICAL MAS _ER _ _. - HI/I'- _1111 <br />