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/iA
<br />1:5
<br />Al:A U At
<br />(-
<br />0-6,000#
<br />I
<br />2
<br />SUPPORT
<br />ON PIPE ( SUPPORT AT FLANGE
<br />2
<br />FINGER TIGHTEN NUTS AGAINST
<br />A
<br />3
<br />18,001 —24,000#
<br />II
<br />ANCHOR PLATES. DOUBLE NUTS
<br />—
<br />II
<br />3/8" PLATE
<br />> 30,000 #
<br />SHALL BE PROVIDED AS LOCK
<br />A 1
<br />DRILLED TO
<br />NUTS.
<br />A325 BOLTS
<br />MATCH FLG BOLTS
<br />V)
<br />_
<br />3" 1 1 8" 3/4"TIE ROD
<br />/
<br />GS U—BOLT & HARDWARE
<br />D_
<br />w
<br />a_
<br />W
<br />ANCHOR _TIE ROD
<br />GRINNEL FIG. 137 OR EQUALFLEX
<br />(2)—BOLTS MIN.
<br />COUPLING TO SUIT
<br />PIPE.
<br />PLATES
<br />J
<br />0
<br />Of
<br />CENTER FLEX COUPLING
<br />ON JO3/4.,0
<br />o
<br />JFNGEO.D.
<br />>
<br />m
<br />Of
<br />1 4
<br />TIE ROD "A" +
<br />1" "A"
<br />_' :�
<br />L�
<br />ROUND CORNERS
<br />(MIN)
<br />6
<br />5
<br />5
<br />AND EDGES
<br />COAT PER
<br />SPECIFICA
<br />I III i
<br />PER PIPE * AS REQD TO CLEAR
<br />/ \— DUCTILE IRON FLANGE FLEX CPLG. 3/4"MIN
<br />g PIPE
<br />& 1 1/2„ MAX
<br />1/2” GAP TYPE I CONNECTION TYPE II CONNECTION SECTION A
<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 />I
<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 />II
<br />SEE NOTE 5
<br />!y r', t '✓erify
<br />All Inf,>�„ i _ .- � Of Work
<br />PIPE SUPPORTS:
<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 II FOR THRUSTS GREATER THAN 30 O00\
<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 85211 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 />SCALE: NONE
<br />SCALE BAR t5 ONE INCH DATE C n O. 0 n I n
<br />AT FULL SCALE JULY 2007
<br />AS NOTED DESIGNED NTC CV la V
<br />0 �� 1"
<br />IF NOT ONE INCH DRAWN BD
<br />SCON
<br />THIS SHEET
<br />FILE
<br />ACCORDINGLY CHECKED MAG
<br />FLYJ07-007
<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 SUPPORT SPACING
<br />STRAP
<br />SIZE
<br />ANCHOR
<br />BOLT DIA
<br />F
<br />MAX.
<br />SPAN
<br />(FT.)
<br />d
<br />+ ,
<br />Q
<br />26"-36"
<br />6
<br />w
<br />a
<br />V)
<br />w
<br />x
<br />U
<br />a_
<br />PIPE SIZE
<br />w
<br />OL
<br />a
<br />0
<br />V)
<br />Li
<br />r*4
<br />o
<br />OL
<br />D_
<br />w
<br />a_
<br />W
<br />V)
<br />V)J
<br />W
<br />o
<br />0_
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<br />>
<br />m
<br />Of
<br />V)
<br />U
<br />a-
<br />0
<br />L�
<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"1
<br />10
<br />—
<br />9
<br />10
<br />—
<br />FLYING J INC.
<br />Engineering 333 WEST CENTER STREET
<br />Rocklin, California NORTH SALT LAKE, UT 84054
<br />1/4
<br />3" STD STL PIPE
<br />3" LONG
<br />MALLEABLE IRON -
<br />REDUCER
<br />d I
<br />d
<br />d
<br />I
<br />= Z s r
<br />6
<br />1/4
<br />GROUT OR DRYPACK
<br />3/4" MIN., 2" MAX.
<br />6
<br />REVISION
<br />CORNER ANGLE BRACKET
<br />N 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 />OR CEILING
<br />} ° al.
<br />i 4 J
<br />1/2" SST ADHESIVE ANCHOR
<br />ADJUSTABLE PIPE SUPPORT (PIPE < 8") _ 410
<br />SCALE: NONE
<br />B
<br />ANCHOR BOLTS, SEE
<br />ANCHOR BOLT
<br />9„ 2"
<br />SCHEDULE. 12" MIN
<br />EMBEDMENT. TYP
<br />w
<br />CAM
<br />J
<br />wo
<br />O W W
<br />U
<br />1/8- THICK 40 44
<br />DUROMETER NEOPRENE
<br />PAD. BOND TO
<br />PAINTED PIPE e
<br />WITH EPDXY 0 x
<br />T�4
<br />Q
<br />G iq
<br />SECTION -SUPPORT AT A
<br />STRUCTURE — N
<br />STRAP. SEE
<br />SCHEDULE
<br />FOR SIZE.
<br />120" 6„
<br />1" NON— MIN
<br />ANCHOR BOLT SCHEDULE
<br />PIPE < 8"--/ —
<br />STRAP
<br />SIZE
<br />ANCHOR
<br />BOLT DIA
<br />F
<br />FB 1/4"x4"
<br />x
<br />14"-24"
<br />d
<br />+ ,
<br />Q
<br />26"-36"
<br />6
<br />3/4"0
<br />0
<br />1/4
<br />3" STD STL PIPE
<br />3" LONG
<br />MALLEABLE IRON -
<br />REDUCER
<br />d I
<br />d
<br />d
<br />I
<br />= Z s r
<br />6
<br />1/4
<br />GROUT OR DRYPACK
<br />3/4" MIN., 2" MAX.
<br />6
<br />REVISION
<br />CORNER ANGLE BRACKET
<br />N 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 />OR CEILING
<br />} ° al.
<br />i 4 J
<br />1/2" SST ADHESIVE ANCHOR
<br />ADJUSTABLE PIPE SUPPORT (PIPE < 8") _ 410
<br />SCALE: NONE
<br />B
<br />ANCHOR BOLTS, SEE
<br />ANCHOR BOLT
<br />9„ 2"
<br />SCHEDULE. 12" MIN
<br />EMBEDMENT. TYP
<br />w
<br />CAM
<br />J
<br />wo
<br />O W W
<br />U
<br />1/8- THICK 40 44
<br />DUROMETER NEOPRENE
<br />PAD. BOND TO
<br />PAINTED PIPE e
<br />WITH EPDXY 0 x
<br />T�4
<br />Q
<br />G iq
<br />SECTION -SUPPORT AT A
<br />STRUCTURE — N
<br />STRAP. SEE
<br />SCHEDULE
<br />FOR SIZE.
<br />120" 6„
<br />1" NON— MIN
<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 />5/8"0
<br />26"-36"
<br />FB 3/8"x4"
<br />3/4"0
<br />4 O 10"
<br />N T&B
<br />12"COMPACTED
<br />AB
<br />SHRINK 6 X BOLT
<br />GROUT DIA W/3" SECTION -ISOLATED C
<br />MIN SUPPORT —
<br />#4 TIES
<br />Q 12" NOTES:
<br />D
<br />(1 MIN.) ° #4 EF 1. MAXIMUM VERTICAL LOAD = 6000 POUNDS.
<br />2. IF SUPPORT IS SUBMERGED OR LOCATED
<br />°d - ^- -< --. _e BELOW THE TOP OF WALL IN WATER
<br />A BEARING STRUCTURE ANCHOR BOLTS
<br />#4 A 12"—/
<br />EF WE
<br />SECTION -SUPPORT e
<br />ON SLAB —
<br />CONCRETE PIPE SUPPORT
<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 />SCALE: NONE
<br />FLYING J-LODI
<br />CSA 31 WELL NUMBER 3 NITRATE
<br />TREATMENT SYSTEM SITE IMPROVEMENTS
<br />D
<br />0
<br />W
<br />ac
<br />0
<br />Q
<br />NON—SHRINK GROUT
<br />AS REQUIRED (TYP)
<br />H
<br />DESCRIPTION COUNTY APPROVAL
<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 />82017 OR EQUAL,
<br />TYP
<br />COLUMN & BEAM
<br />(B—LINE B22 OR
<br />EQUAL, TYP)
<br />Exp.12-31-07
<br />No. C 59437
<br />SINGLE CHANNEL POST BASE
<br />•. (B—LINE B279FL OR EQUAL,
<br />• . :•s '• • " TYP) W/ (2) 5/8"0 GS
<br />s . ADHESIVE AB
<br />PIPE & EQUIPMENT SUPPORT DETAIL
<br />SCALE: NONE
<br />"D" INCH PI
<br />i" (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 />PIPE SIZE
<br />"A"
<br />"D"
<br />2"
<br />4-
<br />2Y2"
<br />6"
<br />4"
<br />8"
<br />ST ALL THREAD RODS W/
<br />LITS IN FLUSH SHELLS
<br />0"x 10"
<br />AT CORNERS
<br />RINK GROUT
<br />NOTES: 5 EGT I O N
<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 1/2"
<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
<br />TYPICAL MECHANICAL DETAILS I
<br />DRAWING NUMBER I SHEET NUMBER
<br />M1 g OF 22
<br />jr
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