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m
<br />3
<br />75
<br />N
<br />CDCD
<br />0
<br />CD
<br />I`
<br />0
<br />0
<br />tA A C5 Al
<br />FINGER TIGHTEN NUTS AGAINST- A
<br />ANCHOR PLATES. DOUBLE NUTS NiIIIi� SHALL BE PROVIDED AS LOCK
<br />NUTS. A 1
<br />3"
<br />ANC
<br />FLEX COUPLING TO SUIT PIPE. PLA
<br />CENTER FLEX COUPLING ON JOINT
<br />3/4"0
<br />TIE ROD
<br />"A" + 1" "A»
<br />(MIN)
<br />I.
<br />-•�
<br />4A -"\A325 BOLTS
<br />1»
<br />PER PIPE * AS REQD TO CLEAR
<br />COAT PERDUCTILE IRON I FLANGE " I FLEX CPLG. 3/4"MIN
<br />SPECIFICATIONS PIPE
<br />- - - - & 1 1/2" MAX
<br />1/2" GAP TYPE I CONNECTION TYPE II CONNECTION SECTION A
<br />110
<br />_
<br />3 x "A" + 6" MAX NOTES:
<br />1. ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY
<br />INDICATED OTHERWISE ON THE DRAWINGS.
<br />ROD SCHEDULE FOR DIP
<br />r
<br />TYPE OF
<br />CONNECTION
<br />0
<br />0-6,000#
<br />1
<br />2
<br />6,001-12,000#
<br />II
<br />J
<br />12,001-18,000#
<br />I�
<br />3
<br />18,001-24,000#
<br />II
<br />4
<br />24,001-30,000#
<br />J
<br />5
<br />> 30,000 #
<br />11
<br />SEE NOTE 5
<br />o=
<br />4
<br />PIPE SIZE
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<br />3/8
<br />6
<br />5
<br />5
<br />S�L
<br />d
<br />1 1/4" TO 2"
<br />3/8
<br />10
<br />N
<br />5.5
<br />a
<br />-
<br />a c
<br />NLd
<br />1/2
<br />J
<br />8
<br />L� a
<br />tA A C5 Al
<br />FINGER TIGHTEN NUTS AGAINST- A
<br />ANCHOR PLATES. DOUBLE NUTS NiIIIi� SHALL BE PROVIDED AS LOCK
<br />NUTS. A 1
<br />3"
<br />ANC
<br />FLEX COUPLING TO SUIT PIPE. PLA
<br />CENTER FLEX COUPLING ON JOINT
<br />3/4"0
<br />TIE ROD
<br />"A" + 1" "A»
<br />(MIN)
<br />I.
<br />-•�
<br />4A -"\A325 BOLTS
<br />1»
<br />PER PIPE * AS REQD TO CLEAR
<br />COAT PERDUCTILE IRON I FLANGE " I FLEX CPLG. 3/4"MIN
<br />SPECIFICATIONS PIPE
<br />- - - - & 1 1/2" MAX
<br />1/2" GAP TYPE I CONNECTION TYPE II CONNECTION SECTION A
<br />110
<br />_
<br />3 x "A" + 6" MAX NOTES:
<br />1. ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY
<br />INDICATED OTHERWISE ON THE DRAWINGS.
<br />ROD SCHEDULE FOR DIP
<br />PIPE THRUST
<br />SEE NOTE 2
<br />TYPE OF
<br />CONNECTION
<br />NO RODS
<br />0-6,000#
<br />1
<br />2
<br />6,001-12,000#
<br />II
<br />2
<br />12,001-18,000#
<br />II
<br />3
<br />18,001-24,000#
<br />II
<br />4
<br />24,001-30,000#
<br />II
<br />5
<br />> 30,000 #
<br />11
<br />SEE NOTE 5
<br />ECOR'DDRAWING
<br />ori ections By
<br />No Changes By
<br />bate
<br />'Any Person Using This Drawing Should Verify
<br />All information By inspecting The Site Of Work
<br />. . M
<br />2. CALCULATE PIPE THRUST BASED ON TEST PRESSURE.
<br />3. PIPE THRUST = 0.7854 x D2 x TEST PRESSURE (PSI), WHERE D IS PIPE OD IN INCHES.
<br />4. MINIMUM YIELD STRENGTH FOR TIE ROD SHALL BE 48,000 PSI.
<br />5. FOR THRUSTS GREATER THAN 30,000 POUNDS, ADD ONE 3/4 INCH DIAMETER ROD FOR
<br />EVERY 6,000 POUNDS INCREASING THRUST.
<br />6. CONTRACTOR MAY USE ONE INCH DIAMETER ROD FOR THRUSTS GREATER THAN 30,000
<br />POUNDS. NUMBER OF ONE INCH RODS = NUMBER OF 3/4 INCH RODS x 0.5625, ROUNDED
<br />OFF TO THE NEXT LARGER NUMBER.
<br />7. ALL ROD CONNECTIONS SHALL BE TYPE 11 FOR THRUSTS GREATER THAN 30,000\POUNDS.
<br />8. GRIND ALL CORNERS OF ANCHOR PLATES SMOOTH.
<br />9. FLEXIBLE COUPLINGS SHALL BE COATED PER SPECIFICATIONS.
<br />10. ALL BURIED MATERIALS SHALL BE STAINLESS STEEL.
<br />DIP FLEXIBLE COUPLING TIE DOWN M490
<br />SCALE: NONE
<br />1. WHERE NO REFERENCE TO PIPE HANGERS OR SUPPORTS IS INDICATED
<br />ON THE DRAWINGS, THE CONTRACTOR SHALL USE THE APPROPRIATE
<br />HANGER OR SUPPORT SHOWN ON THE TYPICAL DETAILS. MAXIMUM
<br />HANGER AND SUPPORT SPACING SHALL BE AS SHOWN IN SCHEDULE
<br />"A" ON THIS DRAWING. FIGURE NUMBERS ARE B -LINE, UNISTRUT OR
<br />GRINNELL.
<br />2. ALL CONCRETE INSERTS, BRACKETS, CHANNELS BOLTS, RODS, AND
<br />MISCELLANEOUS HARDWARE USED FOR PIPE HANGERS OR SUPPORTS
<br />SHALL BE STAINLESS STEEL IF SUPPORTS ARE SUBMERGED OR LOCATED
<br />BELOW THE TOP OF WALL IN WATER BEARING STRUCTURES. IN OTHER
<br />AREAS, UNLESS NOTED OTHERWISE, SUPPORTS SHALL BE HOT DIP
<br />GALVANIZED.
<br />3. CONCRETE CONTINUOUS INSERTS, B -LINE SERIES 8521, OR EQUAL,
<br />SHALL BE PROVIDED IN THE WALLS AND CEILINGS ONLY WHERE
<br />SPECIFICALLY INDICATED ON THE DRAWINGS OR WHERE APPROVED BY
<br />THE ENGINEER. CONCRETE CHANNEL INSERTS SHALL NOT BE USED IN
<br />SUBMERGED LOCATIONS OR BELOW THE TOP OF WALL IN WATER
<br />BEARING STRUCTURES. INSERTS IN THE WALLS SHALL BE VERTICAL,
<br />UNLESS OTHERWISE NOTED AND SHALL BEGIN 6 INCHES ABOVE THE
<br />FLOOR AND END 6 INCHES BELOW THE CEILING. INSERTS IN THE
<br />CEILING SHALL BEGIN AND END 3 INCHES FROM WALLS AND BEAMS,
<br />WHERE PRACTICAL. THE CENTERLINES OF WALL AND CEILING INSERTS
<br />SHALL ALIGN. MAXIMUM CENTER TO CENTER SPACING OF INSERTS
<br />SHALL BE 5'-0".
<br />4. IN AREAS OTHER THAN WALLS AND CEILINGS AS DESCRIBED IN NOTE
<br />3, CONCRETE INSERTS SHALL BE B -LINE SERIES B3014N WITH
<br />APPROPRIATE NUT, B -LINE SERIES 65211 CHANNEL EMBEDDED ANCHOR
<br />BOLTS, OR EQUAL.
<br />5. CONCRETE INSERTS IN AREAS BELOW WATER SURFACE OR NORMALLY
<br />SUBJECT TO SUBMERGING SHALL BE EMBEDDED ANCHOR BOLTS, OR
<br />APPROVED EQUAL.
<br />6. SUPPORTS SHALL MEET MANUFACTURERS STANDARDIZATION SOCIETY OF
<br />THE VALVE AND FITTINGS INDUSTRY STANDARD PRACTICE SP58, LATEST
<br />EDITION.
<br />7. HANGER BRACKET AND SUPPORT COMPONENTS MAY BE INTERCHANGED
<br />AS APPROVED BY THE ENGINEER,
<br />8. TRAPEZE AND PIPE RACK COMPONENTS SHALL HAVE A MINIMUM STEEL
<br />THICKNESS OF 12 GAUGE. MAXIMUM DEFLECTION SHALL BE LIMITED
<br />TO 1/240 OF THE SPAN. CHANNEL COMPONENTS SHALL BE B -LINE
<br />SERIES B22 OR B22A, OR EQUAL.
<br />PIPE SUPPORT - NOTES
<br />9. ALL PIPING, DUCTWORK, ACCESSORIES, APPURTENANCES, ETC. SHALL BE
<br />ANCHORED TO RESIST 200% OF THE APPLIED LOAD AND A LATERAL
<br />SEISMIC FORCE OF 40 PERCENT OF ITS WEIGHT WITHOUT EXCESSIVE
<br />DEFLECTION.
<br />10. CONTRACTOR SHALL VERIFY ALL SUPPORT DIMENSIONS AND LOCATIONS
<br />WITH APPROVED SHOP DRAWINGS FOR ITEMS BEING SUPPORTED BEFORE
<br />FABRICATION OR INSTALLATION OF SUPPORTS.
<br />11. FIELD PAINT ALL GALVANIZED STEEL IN ACCORDANCE WITH THE
<br />SPECIFICATIONS.
<br />SCHEDULE "A"
<br />PIPE HANGER RODS AND
<br />SUPPORT SPACING
<br />ANCHOR
<br />BOLT DIA
<br />8"-12"
<br />FB 1/4"x4"
<br />MAX.
<br />SPAN
<br />(FT.)
<br />5/8t'o
<br />26"-36"
<br />FB 3/8"x4"
<br />w
<br />d
<br />w
<br />=
<br />U
<br />o=
<br />PIPE SIZE
<br />z
<br />O
<br />N
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<br />In
<br />U
<br />CL
<br />0
<br />W
<br />UP TO 1 "
<br />3/8
<br />6
<br />5
<br />5
<br />-
<br />-
<br />1 1/4" TO 2"
<br />3/8
<br />10
<br />8
<br />5.5
<br />10
<br />-
<br />2 1/2" TO 3 1/2"
<br />1/2
<br />10
<br />8
<br />6
<br />10
<br />-
<br />4" TO 5"
<br />5/8
<br />10
<br />-
<br />8
<br />10
<br />-
<br />6"
<br />3/4
<br />10
<br />-
<br />9
<br />10
<br />-
<br />8" TO 12"
<br />7/8
<br />10
<br />-
<br />9
<br />10
<br />-
<br />ABOVE 12"
<br />1
<br />10
<br />-
<br />9
<br />10
<br />-
<br />r
<br />SUPPORT ON PIP I SUPPORT AT FLANGE
<br />FLANGE O.D. 3/8" PLATE
<br />- DRILLED TO
<br />GS U -BOLT & HARDWARE MATCH FLG BOLTS
<br />GRINNEL FIG. 137 OR EQUAL
<br />x
<br />Q
<br />PIPE < 8"--/
<br />- -- T
<br />1/TT
<br />3" STD STL PIPE
<br />3" LONG
<br />MALLEABLE IRON
<br />REDUCER
<br />1/4
<br />GROUT OR DRYPACK
<br />3/4" MIN., 2" MAX.
<br />- (2) -BOLTS MIN.
<br />1/4
<br />ROUND CORNERS
<br />AND EDGES
<br />U
<br />REVISION
<br />CORNER ANGLE BRACKET
<br />iv W/ NON -TWIST DESIGN
<br />(B -LINE B231) W/ (2)
<br />1/2"0 CHANNEL NUTS
<br />-� (B -LINE N725) BOLTS
<br />& WASHERS (TYP)
<br />�- 3/8" PLATE, WIDTH EQUAL TO
<br />PIPE FLANGE O.D. ROUNDED
<br />\ CORNERS & EDGES
<br />5/8" THROUGH BOLT
<br />W/NUT & LOCK WASHER
<br />2 1/2" STD STL PIPE
<br />ATTACH DIRECTLY TO BASE
<br />PLATE WHEN HEIGHT LESS
<br />THAN 9" PLUS PIPE O.D./2
<br />(SEE DETAIL A) LENGTH
<br />AND THREADS TO ALLOW
<br />FOR TRAVEL AS SHOWN
<br />1/4
<br />3" STD STL PIPE
<br />BASE PLATE 3/8"x 9"x 9"
<br />ROUND CORNERS
<br />& EDGES
<br />FLOOR, WALL
<br />T OR CEILING
<br />as
<br />° a¢
<br />° n iM '
<br />d
<br />°° 1 /2" SST ADHESIVE ANCHOR
<br />a a
<br />a
<br />n
<br />ADJUSTABLE PIPE SUPPORT (PIPE < 8 JIM410
<br />SCALE: NONE
<br />B
<br />ANCHOR BOLTS, SEE _
<br />ANCHOR BOLT
<br />SCHEDULE. 12" MIN
<br />9" 2"
<br />EMBEDMENT. TYP
<br />w
<br />J
<br />ZD
<br />w�
<br />o ww
<br />U
<br />a N
<br />1/8" THICK 40
<br />DUROMETER NEOPRENE
<br />PAD. BOND TO
<br />PAINTED PIPE
<br />WITH EPDXY ° ° a a x
<br />ANCHOR BOLT SCHEDULE
<br />PIPE
<br />SIZE "D"
<br />STRAP
<br />SIZE
<br />ANCHOR
<br />BOLT DIA
<br />8"-12"
<br />FB 1/4"x4"
<br />1/2"0
<br />14"-24"
<br />FB 5/16"x4"
<br />5/8t'o
<br />26"-36"
<br />FB 3/8"x4"
<br />#4 0 10"
<br />EW T&B
<br />SECTION -SUPPORT AT rA a
<br />STRUCTURE — C14 a a e
<br />o
<br />STRAP. SEE n
<br />SCHEDULE 2r_Ors X 12"COMPACTED
<br />FOR SIZE. 120' ("D" + 12") - AB
<br />6"
<br />1 " NON- -Ml J 6 X BOLT
<br />SHRINK DIA T/3" SECTION -ISOLATED C
<br />GROUT MIN SUPPORT —
<br />#4 TIES-�
<br />0 12" NOTES:
<br />a #4 EF
<br />(1 MIN.) ° ° 1. MAXIMUM VERTICAL LOAD = 6000 POUNDS.
<br />a
<br />A4
<br />#4 12"
<br />EF HIE
<br />SECTION -SUPPORT B
<br />ON SLAB
<br />2. IF SUPPORT IS SUBMERGED OR LOCATED
<br />BELOW THE TOP OF WALL IN WATER
<br />BEARING STRUCTURE, ANCHOR BOLTS
<br />AND STRAPS SHALL. BE STAINLESS STEEL.
<br />IN ALL OTHER AREAS, MATERIAL FOR
<br />ANCHOR BOLTS AND STRAP SHALL BE
<br />HOT -DIP GALVANIZED STEEL UNLESS
<br />OTHERWISE INDICATED ON THE DRAWINGS.
<br />3. FIELD PAINT GALVANIZED STEEL PER
<br />THE SPECIFICATIONS.
<br />h
<br />COUNTY APPROVAL
<br />DESCRIPTION
<br />APPROVED BY I DATE
<br />RECORD DRAWING
<br />These record drawings have been prepared
<br />based on information provided by others.
<br />The Engineer has not verified the accuracy
<br />of such information and shall not be resp-
<br />onsible for any errors or omissions which
<br />may be incorporated herein as a result.
<br />PIPE CLAMP B -LINE
<br />B2017 OR EQUAL,
<br />TYP
<br />COLUMN & BEAM
<br />(B -LINE B22 OR
<br />EQUAL, TYP)
<br />0
<br />w I I I I
<br />I I I I
<br />N I I I I
<br />ESS/D�ql
<br />I I I I
<br />II II
<br />A. � �Ol
<br />I I I I
<br />II II
<br />Exp 2-31-07
<br />No. C 59437
<br />w
<br />II--------------
<br />�I---------- - - - -II T`
<br />� CI
<br />W U
<br />I I
<br />V) I I
<br />a
<br />'III •.;' •• III.....`
<br />SINGLE CHANNEL POST BASE
<br />". '
<br />4 (B -LINE B279FL OR EQUAL,
<br />w
<br />TYP) W/ (2) 5/8"0 GS
<br />t ADHESIVE AB
<br />NON -SHRINK GROUT
<br />AS REQUIRED (TYP)
<br />PIPE & EQUIPMENT SUPPORT DETAIL
<br />SCALE: NONE
<br />"D" INCH PI
<br />1 " (MIN)
<br />TO MATCH
<br />FLANGE
<br />/2.
<br />UIRED
<br />TION FOR 3" PIPE & SMALLER.
<br />ION FOR 4" PIPE & LARGER
<br />:DGES (TYP)
<br />ST ALL THREAD RODS W/
<br />UTS IN FLUSH SHELLS
<br />O"x 10"
<br />AT CORNERS
<br />RINK GROUT
<br />NOTES: SECTION
<br />1. MAXIMUM VERTICAL LOAD = 1000 POUNDS.
<br />2. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER
<br />BEARING STRUCTURE, MATERIAL FOR ANCHOR BOLTS, PIPE, AND L 6" x 6" x 1/299
<br />SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, MATERIAL FOR ANCHOR BOLTS,
<br />PIPE, AND L 6" x 6" x 1/2" SHALL BE HOT -DIP GALVANIZED STEEL UNLESS
<br />OTHERWISE INDICATED ON THE DRAWINGS.
<br />3. FIELD PAINT GALVANIZED STEEL PER THE SPECIFICATIONS.
<br />FLANGED PIPE SUPPORT/M4
<br />SCALE: NONE TYP SCALE: NONE TYP SCALE: NONE —TY P
<br />SCALE BAR IS ONE INCH DATE DESIGNED NTC c
<br />e �> JULY 2007 TCO � LOGIC FLYING J INC. FLYING J -LORI DRAWING NUMBER SHEET NUMBED
<br />AS NOTED IONNOT
<br />T ONE INCH
<br />EET FILE DRAWN BID Engineering 333 WEST CENTER STREET GSA 31 WELL NUMBER 3 NITRATE TYPICAL MECHANICAL DETAILS I M1
<br />SCALE ACCORDINGLY FLYJ07-007 CHECKED MAG Rocklin, California NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS 9 of 22
<br />1:
<br />■E
<br />
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