0 = Outside diameter

t = Piping wall thickness not inc Judi ng corrosion a Jlowance } As per ASME 836-10

Pipe diameter 0/t rat1o Minimum reinforcement required

0<8 11 All None

0/t<70 None

D = 811 +40'' D/t = 70795 Pad (1) Saddle(2)

D/t>95 Saddle

0>40'' All Saddle

Notes 1) Use pads for supports spans lower than 12m.

2) Use saddles for supports spans greater than 12m.

30o

<!> 3mm hole

Re1nforc1ng plate

Re1nforc1ng whit saddle

Attached to:

PIPE REINFORCING AT SUPPORT

Form. Scale Job Document Sheet Rev.

A4 01 of 01

FOR PIPES 40" THRU 76" INSUlATION BAND SLOT THRU ALL PlATES.

{~~~~ 1-L...:...../2_

SECTION A- A

PIPE SIZE A B t1 t2 R PIPE SIZE A 8

20" 180 440 12 16 254 36" 340 730

24" 215 510 12 16 305 40" 250 810

26" 230 530 12 16 331 42" 260 850

28" 255 570 12 16 356 44" 280 905

30" 275 610 12 16 381 48" 310 990

32" 295 650 12 16 407 50" 340 1080

34" 320 690 12 16 432 54" 350 1100

MEMBER NO. REQ'D DESCRIPTION

NO. PER UNIT

CD 11 PLATE C.S., A-36 OR EQUAL, t1

@ 6 PLATE C.S., A-36 OR EQUAL, t1

0 1 PLATE C.S., A-36 OR EQUAL, t2

@ 1 REPAD, MATERIAL SAME AS PIPE

'----" (CUT FROM RUN PIPE)

PONENTS SHALL

I PIPE WALL THICKNESS

t1 t2

14 16

14 16

14 16

14 16

14 16

14 16

14 16

THK.

THK.

THK.

L/2

SECTION 8 - 8

R PIPE SIZE A B t1 t2 R

458 60" 385 1210 14 16 762

508 62" 390 1240 14 16 788

535 64" 410 1280 14 16 813

560 66" 430 1340 14 16 840

610 72" 470 1470 14 16 917

635 74" 480 1530 14 16 942

686 76" 480 1530 14 16 966

ASSEMBLY SUPPORT EXAMPLES:

S4F-300-36 (H=c35) NOTE-S ·

SHOE ACTUAL HEIGHT PIPE SIZE,36" PIPE SHOE LENGTH, L= 300

450 600 750

8 E INSTALL ED. ,..__...__..___.....__......___..--....__--""-- _.,....__..,..._,.~::::'"::::-::::'":::---::::::::--::::~:::--;::--:::---::::--::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::_~

3. REPAD IS REQUIRED ON LINE SIZE 40" AND LARGER.

4. ALL DIMENSIONS ARE IN MILLIMETERS.

5. MAX. HEIGHT 20" ~ 28" - 400mm

: 30" ~ 36" - 500mm SHOE FOR SLOPE LINES FOR PIPE SIZES 20" THRU 76"

SCAlE:---- DWG. NO : REV.

MEMBER NO. REQ'D NO. PER UNIT

CD 1

NOTES :

w n.

~a:

PAD CUT FROM

150

DESCRIPTION

RUN PIPE.

PIPE

150

300

1. THIS PAD SHALL BE USED ON UNINSULATED METALLIC PIPE IF D/t VALUE IS GREATER THAN 66 AND

EQUAL OR LESS THAN 95.

PAD SHALL NOT BE REQUIRED IF D/t VALUE IS EQUAL OR LESS THAN 65.

PAD AND SADDLE(SHOE) SHALL BE USED TOGETHER IF D/t VALUE IS EQUAL OR GREATER THAN 96.

( D = O.D. OF THE PIPE, t = WALL THICKNESS OF THE PIPE )

2. SUPPORT SPAN SHALL NOT EXCEED 12 METERS

.3. PAD SHALL BE PAINTED IN ACCORDANCE WITH SES- 0-.301

REV.

Design of Plant Piping

Wear Pads and Saddles

Piping in hazardous services where condensation can form on the pipe, or operating within 30m of the sea shall have wear pads or corrosion bars welded to the pipe at each support (see Standard Drawing AE-036252 and AD-036555.

2 Excluded from this requirement are low pressure systems with hoop stress at design pressure below 20% of Specified Minimum Yield Strength (SMYS) of the pipe.

3 Wear pads are also required for structural reinforcement as indicated in Standard Drawing AC-036697. Wear pads shall be fully welded to avoid ingress of moisture.

4 Saddle-type supports: Saddle-type supports with pads shall be provided or piping 30-inch NPS and larger. In case saddle pipe support cannot

be installed, the line shall be analyzed for localized stresses. The analysis shall be submitted to the Piping Specialist of CSD for review and approval.

Pnge of

100

-1--

0

_j __

SEE NOTE 5

FULL ENCIRCLEMENT SLEEVE

.... .....

SEE STD. DWG. L/~ AD-036697::....£/"

SEGMENTAL WEAR PAD

.....__....._,.'-'--< T YP IC A L

NOTES: I. TOLERANCES: R! ~%

THICKNESS: ~0.8mm

AN GLE: ~ 2°

2. MAXIMUM SPANS FOR VARIOUS PIPE DIAMETERS AND WALL THICKNESSES ARE LISTED ON AD-036697.

3. REFER TO AD-036990 FOR DETAILS OF STANDARD SADDLES.

4. METRIC VALUES OF LINEAR DIMENSION ARE IN MILLIMETERS .

5. USE BACK-UP STRIP 16 GA. x 12mm WIDE •

SEE NOTE 5 6. FULL ENCIRCLEMENT SLEEVES SHALL BE

SEGMENTAL PAD

USED ON ALL CROS S COUNTR Y PIPELINES DESIGNED TO OPERATE AT OR IN EXCESS OF 50% OF SPECIFIED MINIMUM YIELD STRENGTH CSM YSl SE GMENTAL PAD S MA Y BE USED ON PIPE DESIGNED TO OPERATE AT LESS THAN 50% OF SMYS.

DRAYI!NG RESPONSIBILIT Y: PIPING STANDARDS COMMITTEE

ORA~ II: HT' _ __;:.J o;;..G.,__ CHCO'.rD HY _ _,C::..:.:W..:...T __

OAT[ S':'AR iO ----- OAT £ CilUPL[ H Q -----

c:rR:;. r...r r. ------- n.c-. ncr· r. _____ _ J.. PP O. Fi)~ CO,.,S T"-

no;,. ''"~·.u :"' ' ~ ocr ro 111 ~~ - ,l • 01 c!"rr~~r:c• !71 f or! OIID'~t· ,.~

... t u .a.~ 1,011 : .. r,.,")llo f r !l , ,... , , , , • .,

CtHTlfl[O ORiG. CE RT!F !EO HY n .:. H __

STANDARD WEAR PADS FOR UNRESTRAINED PIPELINES

STD. OWG. METRIC Pl .&.NT N\). lt{l[K

1 100 !

12 I 1 ss~s6 l12 -·l i -1 - i i--- ·r-=

I

' }:,1' :_<- i E I .

L : ~ _fl_.l):J; . : I_ I, v.

/-11-\ di I

-- I - .,'- ,- r.CJIHINUCUS . 50C: f'IFt.O SEAL _ . 1-----==-=---i . ..,. E L D T 0 S T c. E L

TYPE 1 FOR USE WITH

SLIDE BEARINGS

PL A; :0 DR BEAR!\C ~liTH 3M~' ELEC T. iviAX .

t

1 355 !

12 11 166,165 1 l 12 - 11 I I J-

n~' 1 ~1\ '-!~ .~_J~- L/ a.o.L. t:LE V.

:T\ \I~/ ai ~I ~----=-__ _.__,·

i2_L_JLP 'u5zj ' '

TYPE 2 FOR USE WITHOUT SLIDE BEARINGS

CIEL O + --~- -3~---- ;:sco:«NTAI SAOOI E

'"~LD :~ / ·~ ! \~~,,~~ /I~:~E~\~~~ :>D tE'

. . I S i''- I • ONL.Y FOR

~ PIP~ri\OIUS[ DIMENSIONS <MMl IMX.AASS KG. SIZE R lNCH MM I A B I c D E I F T'fPE 1ITYPE 2

20 175415201 50 1178 100 12 10 75 <:(,1

22J27C1560 58 190 1021 12 10 85 45

24 13051600 7t. 1204 1210 12 10 88 48

26 133015501 85 1218 100 12 10 95150

28 I35SIG90 93 230 100 12 lV.l 10:) 5!J

30 I 3Bll7--;0ll02 2-14 11 00 15 I 12 143 80

32l406l790ll15 256 100 15 12 150 85 34I432IRH?; 1251?55 100 15 1 12 Hi0 l90

35 14 5/IBGVJ 126 280 l00 15 !2 lt70 I 9::J

3BI483I9i 0 151 280 1021 15 12 180 100

40 150819601151 1305 100 15 12 190 ll 07 42l533l1tHl 151 330 100 15 1 12 200 113

48l510li ifi0 150 405 100 !5 1 12 230 130

54 168511370 176 485 100 ! 5 112 2601 145

60 1752~~80 206 5HiJ 100 15 12 283 153

v_, \11 ~,-~ T~~ _...../ ~ sAoot_cs f 3rz · =r::::::;:::::::::=::::;,~~:::::::::=~'~ .. j;lr~~ ,/~::::::::~~~ (CONTINUOUS F::::LD SEAL 'tiE_D

""! 1 -~- - -jl/ ___ -~h...,, _ c SlEEL PLA TE o~ BEARING l lJSE ::lACK-lJP STRIP w; 'r \~f"! H 3Mr'-1 ELECTR.ODE MAX .

I .L _ _ ,~;-E _ F

~; X ;SMM \!IDE J !2 B c I c 8 12 - i - -.---- - -r· -------;;

-,~ -:---- ~ > ' -l vp

·-I "' ~ ~"/\' . . I

FULL ENCIRCLEMENT SADDLE PLATE (SEE NOTE 2l

NOTES: I. TOL ERANCE: A +1% . -2

OTHER DIMENSIONS :-1.5MM EXC'OPT PL.ATE" Tl ilCKNES 2.81--1 ~~ ANGI.E 11 I 4 •

2.FULL ENCIRCLEMENT SADD LE PLATES SHALL BE USED ON ALL CROSS COUNTR~ PIPELINES DESI GNED TO OPERATE AT OR IN E:<CESS OF 50% 0" :V:IN . SPECIFIED YIELD STr<C NGT H.

3. FOR '1AXIMUM Si'ANS OF PJPEL UE S USING SADDLES SCE STD. OWG. A0-036697.

4,PIPE SUDPORT OR SLEE PE R UNOE~ SADJL. E S;IALL.. 3E CES l G\C: D 10 ACCJ etOD C. I L FULL AXIAL MJVC:~ENT or-· T I-'E PF't:Uc;t. ANJ SADDLE.

5. VEIH HOLE PER ASi·1E 331.3 PARA 328.5.4.

G. TOP Pi.ATC: OF SUPPORT CR SL CEPC:R UNOF.R SNJOL [ SHALL NO I" BE U:SS 111'\\i lci0 1•1H \;L)[ ,

7. MAX. AXIAL MOVEMEN T ON SU?~ORT iS 32121MM. 1!50,MM EAC H DTRECTJONI A:n MAX. TRANSVERSE MO VEMEN T ON SLPPOR i IS 152i'~H !75M M C. AC H DIRFCTTONl . IF .'1Xlr, i .. liO ':C.MENi IS TN EXCESS Or 31'-r>-MM Tl lf RAS E W!DTH SHA ~ L BE I NCREASED ACCCRDINGL. '1.

8. ALL D!MENSIO\S ARE IN Ml LL.l~tE T E R S

UNLESS NOTEJ OTHERW I SE.

r----------------------------------; TYPICAL INSTALLATION DRAWING

i--~---1--~J -~-1 +-1-I I I i

~;;· OCIT~ ! SY JO/EI>:O

:J:')fiW~ £\'( ---- f.H[CKE:) Flf ---- f.CrJ , r;: ~CN=

:~T( ;;j:.f'IT[:J ------ o:. ;;: COHf'LE"':"::J -----

Gi'R:.OfP7. ------- f.!\("· . D!:P:. -----

T" IS ;)> .... lo< OS lo(l! IC tc ~">(': ~ ~

t:t7to >.l •I.Lt l:-o :)l ';:fl! Oo>OC~ ' "G

...,.1~\.t>I'I,.,VOr:OIC-c:t.o•J) I c::::l ii~="I ::Q 6"

SADDLE DETAILS

FOR LARGE DIAMETERS UNRESTRAINED PIPELINES

STD. OWG. METRIC

1 001 1

~

LL

FIXED POINT D

SADDLE SPAN

SECTION A-A

NOTE 2

PAD PLATE SEE NOTE 3

SO" J" (MIN 14)

.. o 4t M FLUSH

v ~;-

DETAIL 2

STANDARD

J SADDLE SPAN

SLIDING PLATE

SADDLES AND SLIDING PLATES FOR APPARATUS 0.0. 1200 - 6000 mm

STIFF RING SEE NOTE 4

-~- PROFILE "X" E 250 I

POCKET

DATE PAl£

1/ 3

SADDLES ANCHOR BOLTS WEIGHT MAX MAX. o D. kg LOAD kN SHEAR

VESSEL A B ( D E F F1 G J U.NC METR. d No (NOTE 51 !NOTE 7) LOAD kN THREAD THREAD REO D !NOTE 8)

1200 875 960 640 ~ ~ 140 140 1300 925 1040 720 220 10 1880 300 14 3/4" M20 24 160 160 90 1400 975 1120 800 960 170 190 1500 1025 1200 810 1010 240 220 1600 1075 1280 900 :1090 16 260 260 1700 1125 1360 990 11180 1-

4 280 300 1800 1175 1440 1050 250 12 1250 380 300 350 210 1900 1225 1520 1140 :mo 18 320 400 2000 1275 1600 1230 11420 - 330 460 2100 1325 1680 1290 1490 1- 360 520 2200 1375 1760 1380 11570 20 380 590 2300 1425 1840 1350 11600 22

480 660 2400 1475 1920 1440 1680 510 740 2500 1525 2000 1530 14 :mo 1- 6 550 820 320 2600 1575 2080 1590 11840 24 570 910 2700 1625 2160 1680 1920

1-590 1000

2800 1675 2240 1760 2000 440 1" M24 28 720 1100 2900 1725 2320 1840 280 16 2080 460 450 26 750 1200 3000 1775 2400 1920 2160 480

1-780 1300

3100 1825 2480 2000 2240 500 820 1400 3200 1875 2560 2080 2320 520 920 1500 450 3300 1925 2640 2160 2400 540 28 950 1600 3400 1975 2720 2240 18 2480 560 980 1700 3500 2025 2800 2320 2560 580 1010 1800 3600 2075 2880 2400 2640 600 "10 1070 1900 3800 2175 3040 2480 2760 620 1330 2100 4000 2275 3200 2640 2920 660 32 8 1400 2300 4200 2375 3360 2800 320 20 3080 700 480 1480 2500 500 4400 2475 3520 2960 3240 740 - 1600 2700 4600 2575 [3680 3120 3400 780 34 1680 2900 4800 2675 [3840 3150 3500 1260 2100 3100 5000 2775 [4000 3350 3680 1340 36 2210 3300 5200 2875 [4160 3500 3830 1400 - 1-1/4 II

2310 3500 5400 2975 4320 3650 360 22 3990 1t.60 530 M30 36 2460 3100 710 5600 3075 4480 3800 4140 1520 38 2560 3900 5800 3175 4640 3950 4300 1580 2670 4100 6000 3275 4800 4150 4480 1660 2790 4300

O.D VESSEL No.OF K L M u v PROFILE WELD POCKET RIB N MIN. X y

1200 TO 1400 3 120 350 60 130 150 L60x60x6 1500 TO 2200 4 150 460 80 145 170 L80x80x8 4 0150

2300 TO 2700 180 530 90 160 195 L 100x100x10 2800 TO 3600 5 100 5 0200 3800 TO 4600 220 580 120 180 220 HEB 120 4800 TO 6000 6 260 630 130 200 250

STANDARD SADDLES AND SLIDING PLATES FOR APPARATUS O.D. 1200 - 6000 mm DAlY PM£

2/3

NOTES:

1. MATERIAL PLATE : DESIGN TEMPERATURE O"C TO 300"C : A-283( OR S235JRG2 EN 10025

301"C TO 400"(: A-285C OR P265GH EN 10028-2 BELOW O"C : AS PER REQUIREMENTS OF THE APPLICABLE CODE

PAD PLATE: SAME MATERIAL AS SHELL SLIDING PLATE : A-283C OR S235JRG2 EN 10025 ANCHOR BOLT: MINIMUM QUALITY A-307A OR CLASS 4.6 EN 10025.

2. WELD DETAILS : SADDLE SUPPORT : CONTINUOUS FILLET WELDS WITH THROAT THICKNESS OF>O.SE. PAD PLATE: CONTINUOUS FILLET WELDS WITH THROAT THICKNESS EQUAL TO 0.7t1.

FOR DESIGN TEMPERATURE BELOW o• C SADDLE IS TO BE BUTT WELDED TO PAD PLATE.

3. PAD PLATE THICKNESS "t1" SHALL BE THE SMALLER OF "E" AND "t". 4. FOR SADDLES REQUIRING STIFFENING RINGS SEE STANDARD ES-22005. 5. APPROXIMATE WEIGHT FOR 2 SADDLES, EXCLUDING PAD PLATE AND SLIDING PLATE. 6. THE STRESSES IN THE VESSEL SHELL CAUSED BY THE SADDLE SUPPORT SHOULD

BE CHECKED BY THE APPLICABLE CODE OR L.P. ZICK. 7. MAXIMUM PERMISSIBLE LOAD PER SADDLE SUPPORT UP TO A DESIGN TEMPERATURE OF 400"C

(IF LOAD ON ONE SADDLE IS EXCEEDING THE MAX. LOAD THE SADDLE MUST BE REDESIGNED).

8. MAXIMUM PERMISSIBLE SHEAR LOAD AT SADDLE BASE UP TO A DESIGN TEMPERATURE OF 400"(. IF SHEAR LOAD AT SADDLE BASE (IS MAX. OPERATING LOAD ON SLIDING SADDLE TIMES

0.4 (=FRICTION COEFFICIENT)) IS EXCEEDING THE MAX. SHEAR LOAD LOW-FRICTION PADS MUST BE USED AT THE SLIDING SADDLE SEE STANDARD ES-22003.

9. FOR INTERMEDIATE VESSEL D.O.'S THE SADDLE DIMENSIONS FOR ONE SIZE LARGER TO BE TAKEN.

STANDARD SADDLES AND SLIDING PLATES FOR APPARATUS O.D. 1200-6000 mm DATE Pill.

3 /3

SADDLE SPAN

fA cl_

....Y" SEE DETAIL 3 II

FIXED POINT

E

LL -+--*-4=1= LJ I

E

NOTE 2

PAD PLATE SEE NOTE 3

SQw J" (MIN. 14)

M ~S~E FLUSH

/"---- -------? ~ -------------- ___.)

STANDARD

SLIDING PO=tn.:.......-__

B!l T HOLES FOR FIXED POINT ONLY

SECTION A-A

~~t~-~ I 1 I

I I 1--r-1 . I I I I I I

l I : ! Ll :

~- --!- ~ : I' : co I I

: 'I : : \ : I I I

SEE DETAIL 2

iU 1-~--1---J

SADDLE SPAN I -----1

SECTION B-B

SADDLES FOR APPARATUS D.O. 1200 - 3600 mm

ON STEEL BASE OAT[

STIFF. RING SEE NOTE 4

TELL TALE to.E ~10

PIH

1 I 3

SAOOlES ANCHOR BOLTS WEIGHT MAX. MAX. 0.0. kg LOAD kN SHEAR

VESSEL A B ( 0 E F F1 G J UN. C. METR d No (NOTE Sl (NOTE 7l LOAD kN THREAD THREAD REQ.O (NOTE 8l

1200 875 960 640 ~ -R- 140 140 1300 925 1040 720 220 10 BBO 300 14 3/4" M20 24 160 160 90 1400 975 1120 BOO %0 170 190 1500 1025 1200 810 ~ 240 220 1600 1075 1280 900 1090 16 260 260 1700 1125 1360 990 ~ 4 280 300 1800 1175 1440 1050 250 12 1250 380

-300 350 210

1900 1225 1520 1140 ~ - 18 320 400 2000 1275 1600 1230 1420 330 460 2100 1325 1680 1290 ~

- 360 520 2200 1375 1760 1380 1570

20 380 590

2300 1425 1840 1350 ~ 22 480 660 2400 1475 1920 1440 ~ - 510 740 2500 1525 2000 1530 14 1770 1" M24 28 6 550 820 320 2600 1575 2080 1590 1640 24 570 910 2700 1625 2160 1680 1920 590 1000 -2800 1675 2240 1760 2000 440 720 1100 2900 1725 2320 1840 280 16 2080 460 450 26 750 1200 3000 m5 2400 1920 2160 480 780 1300 3100 1825 2480 2000 2240 -500 820 1400 3200 1875 2560 2080 2320 520 B 920 1500 450 3300 1925 26'·0 2160 2400 540 28 950 1600 3400 1975 2720 2240 18 2480 560 980 1700 3500 2025 2800 2320 2560 580 1010 1800 3600 2075 2880 2400 2640 600 ry 1070 1900

DD.VESSEL No. OF K L u v RIB N MIN. MIN. MIN.

1200 TO 1400 3 120 350 120 145 1500 TO 2200 4 150 460 135 165 2300 TO 2700 180 530 150 190 2800 TO 3600 5

STANDARD SADDLES FOR APPARATUS O.D. 1200- 3600 mm DATI PIH.

ON STEEL BASE 2 /3

NOTES:

1. MATERIAL PLATE : DESIGN TEMPERATURE O"C TO 300"C: A- 283C OR S235JRG2 EN 10025

3WC TO 400"C: A- 285C OR P265GH EN 10028-2 BELOW o•c : AS PER REQUIREMENTS OF THE APPLICABLE CODE

PAD PLATE : SAME MATERIAL AS SHELL.

ANCHOR BOLT :MINIMUM QUALITY A- 307B OR CLASS 5.6 EN 10025.

2. WELD DETAILS : SADDLE SUPPORT : CONTINUOUS FILLET WELDS WITH THROAT THICKNESS OF>O.SE. PAD PLATE: CONTINUOUS FILLET WELDS WITH THROAT THICKNESS EQUAL TO 0.7t1.

FOR DESIGN TEMPERATURE BELOW o· C SADDLE IS TO BE BUTT WELDED TO PAD PLATE.

3. PAD PLATE THICKNESS "t1" SHALL BE THE SMALLER OF "E" AND "t". 4. FOR SADDLES REQUIRING STIFFENING RINGS SEE STANDARD ES-22005. 5. APPROXIMATE WEIGHT FOR 2 SADDLES, EXCLUDING PAD PLATE. 6. THE STRESSES IN THE VESSEL SHELL CAUSED BY THE SADDLE SUPPORT SHOULD

BE CHECKED BY THE APPLICABLE CODE OR L.P. ZICK. 7. MAXIMUM PERMISSIBLE LOAD PER SADDLE SUPPORT UP TO A DESIGN TEMPERATURE OF 400"C

IJF LOAD ON ONE SADDLE IS EXCEEDING THE MAX. LOAD THE SADDLE MUST BE REDESIGNED).

B. MAXIMUM PERMISSIBLE SHEAR LOAD AT SADDLE BASE UP TO A DESIGN TEMPERATURE OF 400"C. IF SHEAR LOAD AT SADDLE BASE (IS MAX. OPERATING LOAD ON SLIDING SADDLE TIMES 0.4 (=FRICTION COEFFICIENT)) IS ~XCEEDING THE MAX. SHEAR LOAD LOW-FRICTION PADS MUST BE USED AT THE SLIDING SADDLE SEE STANDARD ES-22003.

9. FOR INTERMEDIATE VESSEL D.O.'S THE SADDLE DIMENSIONS FOR ONE SIZE LARGER TO BE TAKEN.

STANDARD SADDLES FOR APPARATUS D.O. 1200 - 3600 mm

ON STEEL BASE PAH PA(i(

3 /3