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WA9302A-SP 960429 SHIMEK, JACOBS & FINKLEA CONSULTING ENGINEERS DALLAS, TEXAS Date: April 29, 1996 North Texas Municipal struction Company, Inc. 5614 Dyer Street / Re: City of Coppell Village Parkway Pump Station Addition We are transmitting herewith four copies of the submittal data furnished by you. These copies have been reviewed and marked as follows: Explanation No Mak~ Revise Submit No. Exceptions Corrections and Specified Dwg. No. Sheets Dwg. Description Taken Rejected Noted Resubmit Items 2 1 Fabricated Pipe XX 2 1 Baker Series 212 Flexible Couplings XX 2 1 Sigma Ductile Iron Flanged Fittings XX 2 1 Flange Lug Detail XX Remarks: By copy of this letter we are returning two copies of the submittal to Mr. Larry Davis, C'~~C/F By: . Pau~YA.~TC'~line, E.I.T. Checking of shop drawings by Shimek, Jacobs & Finklea is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner. PIPING SYSTEMS, INC. 509 BURLINGTON ROAD FORT WORT? TEXAS 76179 Plg 817"847"0426 FX~ 817-847-0623 VILLAGE PARKWAY PUMP STATION CITY OF COPPELL, TEXAS CONTRACTOR: NORTH TEXAS MUNICIPAL SUBMITTAL DATA TABLE OF CONTENTS 1. DUCTILE IRON PIPE, FITTINGS & ACCESSORIES A. FABRICATED PIPE -PIPING SYSTEMS, INC. B. CAST IRON FLANGE FITTINGS- METALFIT C. FLEXIBLE COUPLINGS - BAKER COUPLING D. FLANGE LUG DETAIL - PIPING SYSTEMS, INC. E. STD CARBON STEEL BOLTS - DOUBLE D FASTENERS FLANGE DUCTILE - IRON PIPE ' WITH THREADED FLANGES Flange Ductile-Iron pipe size 3-54 for flange ~ipe with _ threaded flanges for water or other liquids. All flanges furnished in accordance with ANSI/.AWWA C115/A21.15. are rated for water · _ service of 250 psi working pressure. These flanges have facing and .drilling identical to class 125 B16.1 flanges and match class B16,1 · .f ~! -_ .. flanges. ANSI/ASME B16,1 also contains the details of a class 250 -- flange that is heavier, has a larger bolt circle, and uses larger size bolts than 'the class 125 B16.1 flange and the. flanges specified in ANSI/AWWA Cl15/A21,15 and ANSI/AWWA Cl10/A21,10.I'. This = class 250 B16.1 flange will 'not match the class 125 B16.1 or ANSI/AWWA Cl15/A21'.10 flange. -The heavier class 250 B16.1 flange may be furnished when specified. FABRICATION: Ductile-Iron pipe barrels shall conform to the requirements of ANSI/AWWA C151/A21.51. The nominal thicknesses of Ductile-Iron flange pipe shall not - be less than shown in table 15.1. Threads on the pipe barrel shall be taper pipe threads (NPT) _ in accordance with ANSI B1.20.1 adapted to the Ductile-Iron pipe outside diameters shown in table 15,1, · ~--;. {.'7.'~-:... ;:~.'Flanges shall conform to the dimensions shown in table 15.2. ]'. ' '.~" '...!'f. All flanges shall have a taper pipe ~h~eads (NPT) in --":'~ ]=' Z~.(¥: accordance with ANSI B1,20,1 adapted to the' DuCtile-Iron pipe i · ] .' ?-~:~ outside diameters shown in table 15,1 f~""" "o~=~S~ed, Flanges shall conform to ~he respective -" chemical and physical properties specified for Gray-Iron and Ductile-Iron fittings in ANSI/AWWA Cl10/A21,10, Bolt holes shall be in accordance with the dimension shown in table 15.2. ' · Both flanges and pipe ~hveads shall be clean prior -to application of thread compound, The thread compound shall give adequate lubrication and sealing properties to provide satisfactor7 -- pressure-tight joints. Threaded flanges shall be individuall~ fitted and machine tightened on ~h~eaded pipe b~ pipe fabricators. i..-. ......=~ ..... ~' The flange and pipe ends shall be faced after fabrication. tolerance specified in the standard. Bearing surfaces for bolt~ng shall be parallel to. the flange within 3 degrees~. When pipe is furnished with two flanges, the bolt holes -shall be aligned, unless otherwise specified. Misalignment of corresponding bolt holes of the two flanges shall not exceed the ' pipe centerline and shall be parallel such that any two face-to- = face dimension 180 apart ~t the flange od shall not differ by more _ -:.: ~. :-: ... --:+:~:.: .. ...... - ....-:-- Flanged pipe s:hall be furnished to the lengths specified. When pipe is furnished with two flanges the face-to-face d4~mensions _ shall conform to a tolerance of 0,12 in, The overall length of flanges and lane .end shall conform to a l:olerance of 0.~.5 in, All groove Ductile-Iron :pipe will be grooved to dimensions of AWWA C-600 end be rigid or flexible as may be specified. Wall pipes shall be furnished with either cast or screwed on - type bells. 'Flange and screwed on bells shall be manufactured according to procedures governing fabricated flange. pipe. Flange and screwed on bells my be supplied tap for studs. Wall collars for wall pipe will be of cast Ductile-Iron or mild steel. Wall collars will be attached by continuous weld on both sides to insure a water tight joint. The pipe fabricator shall furnish a sworn-statement that the flanged pipe complies with the requirements of -- .' ANSI/AWWA/CllS/A21.15 when 'specified. L L L L -:i~- . .:-,: i: ; .. · I I ' f ,-- FLANGE: X FLAI',I~E: .-. ~RnnVr X G~nnVE: HJ X GRgl]V[ ': ':- FLANIZ:-X ~J L " L L _ -,.- ~- ---i= - _, ','. C .. =_i=:I] ~E:E:P RIN6 ]3ETAIL - , Q PLAIN END X PLAIN END FLANGE X PLAIN HJ x PLAIN j rc F c L :D "'1 F C L D · :-::':,,: C . ~ ,r,, ' """'"+':' ,~ ~'RUQ Hd dNJ VT. FLANGED DUCTILE-IRON TABLE 1.5.1 Ductile-Iron Flanged Pipe FIFth Threaded Flanges Namlad M~imum ' Pipe Weeklng k Cue ~xi k k. Omh, ~=. ft 3 ~ ~ 031 336 I 10,9 6 .,,¢3 250 0...34. 6..90 17 -- 2L4. -~' 8 J3 _ 250 0..36 9.~ 27 "30. t : lO ,13 250 · L1 11,10 3Z 39,2 12 ~ ,. 2=~ 0.40 13.2D 51 49.2 I,~ ~3 250 O.4'Z 1~,30 - TZ 60. 16 53 25.50 0.43 17.40 90 70. I I8 .,<3 250 0.a 19.50 90 80.6 20 53 250 0.45 21,R} 115 9 1.5 24 ~3 250 0.47 25,80 160 114.4 30 ,~3 250 36 53 250 O...~ 3lj0 3.,¢0 210.3 42 .,q ~0 0.65 ~.~0 ~ 274.0 48 53 ~0 0.72 ~0.~0 625 346.6 :~4 '...' ~3 2~0 0JI S/A0 760 43t3 · A,,NSX/AW'WA CI$IIAZLJL '-'=' Ncrr~ Thenomiml t~:Xacacs of~l~lccl. l:npesa~l nac klm,b--d----sle~cks ca/alc. . :.. ,,, .--: ~ -:,: ...... ., 4. f.00 .T..~a a.~:ezJ2 lO 16j30 14.~ LI9 : (..: .. TABLE 'C ' ' """ BASIC DIMENSIONS of STANDARD TAPER PIPE THREAD for DUCTILE IRON PIPES .--. "' / LI // .-- :. :r · ' .':'-:' :'----':: i' ' ..__[ :- :'~ . - ,004~ PITCH OUt. EFFECTIVE WRENCH OVERALL NOMINAL QUT~OE FLANG~ THREAO~ al START ~ HANDTIGHT THREAD MAKEUP VANI~4 LENGTH -- PiPE or~ of PiPE .. O J) PER E~rERNAL ENG~GEM'T. LENGTH 1.91GTH THREAO E~r. TH'O. SZZI5 O 'A INCH T'rr0. F tl t.2 L3 Th'de _ ( 3 ~ 7,50 I 3,830 33 1,2.t ,2~ 2 .42 1.68 6 630 11.00 I t71g 1.15 1.54 $ 9.05 13.54 · ~ 137 1.76 .25 2 .42 2.19 " "~ "' 14 1S,30 2JJ)O I 1431/ 'LIT 237 .15 2 J3 2,10 ~: ' ...... : Z. 20 2140 2/'40 I 21,241 2,44 3,00 '. ":'-". .... "' " 24 2~m 3200 $ ~ ~ 342 >.. "Z-. "~.- 30 32.00 31.7S · 21.603 3.31 4.04 :" ~ .'- ": ;= '~ ' 36 3833 4l,fXl & 37.N3 4,0Q 4..rr .2s 2 ,43 S, lO _-. ' ":-.~i~. 4,1: 44.50 .53.00 $ ~ 4,SO ~19 " ...... - 4.1- 50JO Sg. SO · M.2·S 1,12 .tJ2 :.. ,~4 $7,30 68,2: 1. $t44~ $35 ffi · Z, All D;Gielmpipeusel,wttllltnmdelllaelmmlmvemmmimmUdctmmM. CIm53. R~:s sba~Lt ~ve ~ smda~ mpcr ~ ~ ~ ar. ozda~ wid~ ffi= diz~z~oas sbow~ Gages shall !~ pmduc~ in accordan~ wiffi. ANSI B~_I ~xc~ fer ~ ~~ whi~ 'Z ...:..shall be:in accordanc: wir. h Tablc ofTIn'm~D~ forDucdI~ Iron ~. .,- · '~--:;~:./c~i.j- (.~ DUCTILE IRON FLANGE DETAIL -~' ~' ~ 0.13. ~ ..: T IlL m 1t31.E "' OIi. i " d A 20 27.513 2i, OO 1.69:M).19 .14. 9~ 1-1/4 1,1/I x ' Zl ~ M 1JItO.lg ,94 T'rr 14~ ' 1-1/4 x ,~-,I/2 a 3.50 CAST IRON FLANGED FITTINGS Industrial'Applications, Water and Wastewater Made In North America Metalfit S.A. de C.V. Ave. Adolfo Ldpez Mateos N° 4205 Metalfit San Nicoi~s de los Garza, N.L. 732 W. Hurst Blvd. Mexico 66470 Suite 128 Tel: (83) 53-66-53 Hurst, Texas 76053 50-35-08 817,268-6220 Fax: (83) 50-,35-48 Fax: 817-282-5320 CAST IRON FL/ NGED FITTINGS · ALL NETALRT FLANGED RTTINGS ARE 100% HYDROSTATICALLY TESTED AT 15 TIMES RATED WORKING · METALFIT FLANGED FITTINGS ARE SUITABLE, FOR BOTH WATERWORKS AND INDUSTRIAL APPLICATIONS AND ARE MANUFACTURED IN ACCORDANCE 'B~:ANI/AWWA C110/A21-10. · ALL FLANGES MANUFACTURED TO AVWVA Cl10 STANDARDS CONFORM TO THE DRILLING AND FACING OF ANSI SPECIFICATION B16.1 CLASS 125. · 2"-12" Ftl'I'INGS ARE LISTED BY UNDERWRITES LABORATORIES FOR FIRE PROTECTION SERVICE. · UNLESS OTHERWISE SPECIRED, METALFIT FURNISHES FLANGED FITrINGS CEMENT LINED AND TAR COATED INSIDE IN ACCORDANCE TO ANSI/AWWA C1041A21.4 AND PRIME COATED OUTSIDE. · METALRT CAN ALSO PROVIDE BARE FITTINGS FOR SPECIAL COATINGS. · FITTINGS SIZES 2"-12" ARE ADEQUATE FOR WATER PRESSURE OF 250 PSI. ,,~.~.NG__S SIZES 14"-30" ARE ADEQUATE FOR WATER PRESSURE OF 150 PsI. _._.- FLANGE DETAILS Size OD BC T Hole Dia. Bolt Size No. Bolts' 2 6.00 4.75 .62 .75 5/8 x 2 1/4 4 2-1/2 7.00 5.50 .69 .75 518 x 2-112 4 3 7.50 6.00 .75 75 5/8 x 2-1/2 4 4 9.00 7.50 .94 .75 5/8 x 3 8 5 10.00 8.50 .94 .88 3/4 x 3 8 6 11.00 9.50 1 .O0 .88 3/4 x 3-1/2 8 8 13.50 11.75 1.12 .88 3/4 x 3-1/2 8 10 16.00 14.25 1.19 1.00 718 x 4 12 ·12 19.00 17.00 1.25 1.00 7/8 x 4 12 ·14 21.00 18.75 1.38 1.12 1 x 4-1/2 12 16 23.50 21.25 1.44 1.12 1 x 4-1/2 16 18 25.00 22.75 1.56 1.25 1-1/8 x 5 16 20 27.50 25.00 1.69 1.25 1-1/8 x 5 20 24 32.00 29.50 1,88 1,37 1-114 x 5-1/2 20 3.0 38.75 36,00 2.12 1.37 1-1/4 x 6-1/2 28 DimensioP~ in inches. CAST IRON FLANGED RTTINGS ' BENDS, 1/4 (90 DEG) BENDS, 1/8(45 DEG) BENDS, 1/16 (22-1/2 DEG) Size Wt. A R T Size Wt. A R T Size Wt, A R T 2 14 4.5 3.0 .31 2 12 2.5 2.41 .31 2 12 2.5 6.04 .31 2-1/2 22 5,0 3.5 .31 2-1/2 18 3.0 3,02 .31 2-1/2; 18 3.0 6.80 .31 3 25 5.5 4.0 .48 3 20 ' 3.0 3,62 .48 3 20 3.0. 7.56 .48 4 45 6.5 4.5 .52 4 46 ' 4.0 4.81 .52 4 40 4.0 10.06 .52 5 52 7.5 5.5 ,52 5 45 4,5 6.04 .52 5 45 4.5 10.86 .52 6 65 8.0 6.0 .55 6 55 5.0 7.25 .55 6 55 5.0 15.06 ,55 8 105 9.0 7.0 .50 8 90 5.5 8,44 .60 8 90 5.5 17.62 .60 10 165 11.0 9.0 .80 10 130 6.5 10.88 .80 10 135 6.5 22.62 .80 12 235 12.0 10.0 .87 12 195 7.5 13.25 .87 12 205 7.5 27.62 .87 14 290 14.0 11.5 .66 14 220 7.5 12.06 - .66 14 225 7.5 25.12 .66 16 370 15.0 12.5 .70 16 280 8.0 13.25 .7O 16 285 8.0 27.62 .70 18 450 16.5 14.0 .75 18 325 8.5 14.50 .75 18 335 8.5 30.19 .75 20 580 18.0 15.5 .80 20 430 9.5 16.88 .80 20 435 9.5 35.19 .80 24 900 22.0 18.5 .89 24 630 11.0 18.12 .89 24 640 11.0 37.69 .89 30 1430 25.0 21.5 1.03,. 30 1120 15.0 27.75 1.03 30 1135 15.0 57.81 1.03 't B BENDS, 1/32 (11-1/4 DEG) REDUCING 90 DEG BENDS LONG RADIUS BENDS S~ze WI. A R T T~ 3 x 2 22 5.5 4.0 .48 .31 4 x 2 27 6.5 4.5 .52 ,31 4 x 2-1/2 29 6.5 4.5 .52 .31 size, I wt. i A j R T 4 x 3 29 6.5 4.5 .52 .4S Size Wt. t S T 2 t 12 2.5 12.69 .31 2 20 6.50 .31 3 20 3.0 15.25 .48 6 x 3 45 8.0 6.0 .55 .48 3 30 7.75 .48 4 40 . 4.0 20.31 .52 6 x 4 55 8.0 6.0 .55 .52 4 50 9.00 .52 5 45 4,5 22.85 .52 6 x 5 65 8.0 6.0 .55 .52 5 65 10.25 .52 6 55 { 5.0 30.50 .55 8 x 4 75 9.0 7.0 .60 .52 6 80 11.50 .55 8 90 I 5.5 35,50 .60 8 x 5 80 9.0 7.0 .60 .52 8 140 14,00 .60 10 135 ~ 6.5 ~ 45.69 .80 8x6 85 9.0 7.0 .60 ,55 10 215 16.50 .68 12 205 I 7.5 55.81 .87 10x4 110 11,0 9.0 .68 .52 12 325 19.00 .75 " 10 x 6 135 11.0 9.0 .68 ,55 10 x 8 150 11.0 9.0 ,68 .60 12x4 140 12,0 10.0 .75 ,52 12 x 6 160 12.0 10.0 .75 ,55 Dimensions in inches. 12x8 180 12.0 10.0 .75 .60 Weights in pounds. 12 x 10 210 12.0 10.0 .75 .68 ANSI/AWWA Cl10/A21.10 3 CAST IRON FLANGED FITTINGS CONCENTRIC REDUCERS 45 DEG LATERAL WYES ECCENTRIC . REDUCERS t Size Wt. A B { C T Size Wt, L T Tt .3 45 10,0 3,0 10.0 ,48 Size Wt. L T 3 x 2 16 6 ,48 .31 4 .75 12,0 3,0 12,0 ,52 3 x 2 16 6 ,48 ,31 3 x 2 1/2 20 6 ,48 .31 6 120 14,5 3,5 14,5 .55 3 x 2 1/2 20 6 ,48 ,31 4 x 2 25 7 32 .31 8 200 17,5 4.5 17.5 .60 4 x 2 25 7 .52 .31 4 x 2 1/2 28 7 .52 .31 10 335 20.5 5.0 20,5 .80 t 4 x 2 1i2 28 ! 7 .52 .31 4 x 3 30 7 .52 '.48 12 515 24.5 5.5 24.5 .87 4 x 3 30 ~ 7 .52 .48 6 x 2 35 9 .55 .31 ' 6 x 2 35 9 .55 .31 6 x 2 1/2 38 9 .55 .31 6 x 2 112 38 9 ~' .55 .31 6 x 3 40 9 .55 .48 "' . '6 x 3 40 9 .55 .48 6 x 4 45 9 .55 .52 ' ~ 6 x 4 45 9 .55 .52 6 x 5 50 9 .55 .52 I 6 x 5 50 9 .55 .52 8 x 4 65 11 .60 .52 ' 8 x 4 65 11 .60 .52 8 x 5 70 11 .60 .52 . 8 x 5 70 11 .60 .52 8 x 6 75 11 .60 .55 i 8 x 6 75 11 .60 .55 10x4 85 12 .68 '. ,52.f 10x6 90 12 .68 .55 i. . iI~v..! 10x4 85 12 .68 .52 I.._.__ .. Q 10 x 6 90 12 .68 .55 10x8 110 12 .68 .60 o 10x8 110 12 .68 .60 12 x 4 120 14 .75 .52 10" and Smaller 12 x 4 120 14 .75 .52 12x6 130 14 .75 .55 12x6 130 14 .75 35 12x8 145 14 25 .60 12x8 145 12x10 170 14 .75 .68 12x10 170 14 .75 .68 14 x 6 155 16 .66 .55 14 x 8 175 16 .66 .60 14 x 10 190 16 .66 ,68 14 x 12 220 16 .66 .75 16x6 190 18 .70 .55 16x8 210 18 .70 .60 12" and Larger 16 x 10 235 18 .70 .68 16 x 12 265 18 .70 .75 16 x 14 280 18 .70 .66 240 19 .75 .so BLIND FLANGES* 18x8 18 x 10 265 19 .75 .68 _ 18 x 12 295 19 .75 .75 l Size Wt. O Q V 18 x 14 310 19 .75 .66 3 9 7.50 .75 .69 *Blind Flanges can be provided 18 x 16 340 19 .75 .70 4 16 9.00 .94 .88 tapped according to custorner's 20 x 10 310 ' 20 .80 .68 6 25 11.00 1.00 .94 requirement. 20 x 12 345 20 .80 .75 8 42 13.50 1.12 1.06 20x14 355 20 .80 .66 10 63 16.00 1.19 1.12 20 x 16 390 20 .80 .70 12 85 19.00 1.25 .81 20 x 18 410 20 .80 .75 14 120 21.00 1.38 .88 24 x 12 480 24 .89 .75 16 145 23.50 1.44 1.00 24 x 14 490 24 .89 .66 18 185 25.00 I 1.56 1.06 24 x 16 525 24 .89 .70 20 245 27.50 1.69 1.12 24 x 18 550 24 .89 .75 24 370 32.00 1.88 1.25 24x20 590 24 .89 .80 30 500 38.75 i 2.12 1.44 Dimensions in inches. ANSI/AWWA Cl10/A2'1.10 -- 6 VVeights in pounds. Pressure testing 14'3~,,iF' O.D. high pressure penstock pipe BUILT TO STAY IN THE GROUND co..,,.gs,ortheG,enCanyo. Darn. Flagstaff, Arizona, Ox'cr 30 .years ~t' engineering development plt~s a Urnted States Bureau of Reclamation project. ' exacting manut';tcturing st;tndards are built int~ each I~akcr Flex Coupling. Time-prox'en materi- als and scientific:tlly compounded rubber gaskets -- insure dcpendabilit>' and long life. The latest cot- rosion contrf~l pr;tctices form the basis of Baker d~i~,~ and ~t~,d~d~. GENERAL CONSTRUCTION FEATURES SIMPLICITY OF INSTAL~TION GASKETS C .~ x~'rench is the ,nb' tool needed for fast instal- Time tested Baker Lastite Rubber ~r Lastire -- lation. N'o special tools or skilled help required. N'e~,prcne furnished in all couplings. Baker's No special pipe end preparation needed. experience guarantees continued gasket per- formance under rigid field conditions. - GREATER FLEXIBILITY Depending on size, Baker. Flex Couplin~ will MATERIALS accept up to 6' deflection of the pipe ends. In Certified mill test reports and controlled lab- _ expansion and contraction of the pi~, up to ,,rat~,ry checks insure qu;tlity material being %" per coupling is easib' absorbed. Stresses used. The Baker warrant>' of high quality is and shocks under roads or railroad tracks are ~'our best assurance of a first-class job. handled by the couplings x~'ith n. leakage. COATINGS VERSATILITY Baker high density corrosion-resistant _ Each Baker Flex Coupling has many uses. When .range enamel PRO'FECTS. Suitable also ~ cutting into existing lines, tx~'o couplings acting ;t b;tse for bitumastic c~atings. Baker will as flexible unions will do the job. At x'al~'es and also c~at or prime to all specifications. pumps, ;t coupling is especially valuable. ' BAKER SERVICE SAVE $$$$ "Ti~ i~ of th~ ~.~" ~t th, Baker t'~tory. h'o work stoppages due to bad x~'eather x~'ith The Baker organization is geared for prompt Baker Flex Couplings. Smaller work crex~'s cut quotations and timely ser~'jce. Baker engineers installation costs further. Baker Flex Couplings xdll gladly assist in development of any special are pcT'~7ia~ie~t...nex'er stop sa~-ing. requirements of performance or materials. '- - © © ' ill **, -- Baker Flex Coupling guarding 30" ' - ;} 'pump at Riverside Pumping Sta- tion, City of Milwaukee, Wisconsin. " e ' -,~--" ~:~ ~ ::, ~ ,,1 ,- ,' · ., ,,~:, ~- ' .......... - ~, .- , ~ . .-:: _ BAKER CO~L~G CO~~Y INC COUPLING SERVICE G'UI-DE STRAIGHT COUPLINGS TYPE OF PIPE ' BAKER COUPLING SIZE RANGE PAGE NO. Steel (heavy-duty service) Baker AliSteel Couphngs. Series 200 ~,2' ',r,~,~ugh 24 ft 24 Steel (medium-duty service) Baker Tr:ptSeal Couphn.~s. Series 204 ~,:" through ]2" 2-6 Steel (to join widely separaled pipe ends) Baker AllSteel Lon~-Sleeve Couplings Series 208 -4" th:Ough 9'~ 2-7 Steel (with pipe ends electrically isolated for Baker Steel Insulahng Couplings corrosion control) Series 216 2" th:c=~n 56' 2-9 Cast Iron Baker Cast Couplings. Series 228. (with c3st iron middle rin~ 2" through 18" ~ Iron , '" Baker AllSteel Couplings, ~ries 2~ _ (w~th steel middle rm8) 2" through 72' 2-5 Cast Iron (to join widely separated pipe ends) Baker AliSteel Long-Slee~ ~uplings. ' Series 208 12" through 72" 2-7 Cast Iron (with pipe ends el~tricaily isolated Baker Insulating Coupling. ~t Iron for corrosion control) Pipe Sizes. Series 232 4" ~rougn 12" 2-12 Asbestogement Baker Cast Couplings. Series 228 (with cast iron middle rin~ 2' through ]2" Asbestos~ment Baker AllSteel ~uplings, ~ri~ 2~ {with steel middle ring) ]4" through 36" TRANSITION AND REDUCER COUPLINGS (to join various kinds of pipe) .'~'~,~;~ ~::~TYPE OF MIDDLE': RING -.1~ ~. BAKER COUPUNG> ...... ::-' SIZE RANGE PAGE NO. Cast Iron Transition Baker Cast Transmon Couplings. Series 236 2" thrs~gh !2" 2-12 Cast Iron. Reduction Baker Cast Reducing Couplings, Series 240 2" through 12'* 2-13 Steel Trarisition Baker Steel Transition Couplings, Series 212 ~" through 72" 2-8 Steel Reduction Baker Steel Reducing Couplings. Series 220 4" through 48" 2-9 MISCELLANEOUS COUPLINGS ~:~,~_'~~.'. ~:,E.:"',pS(~,:,~.::~f~:" ~-,:i~-~_ :%~!,,! BAKER COU~NGi~-~!i: ~:,!:: S~E RANGE PAGE NO. To repair Cast Iron and Asbestos-Cement pipes Baker Repair Couplings, Series 244 2~ through 12" 2- ]4 ALLSTEEL COUPLINGS C::. (Heavy Duty Couplings) ~, ' ' ~ "~ ,,, 7'~'!?::2~ USE ~('::- -' T, ficxXbly couple ~teel p~pe. May '~ '. b,. ';,,.d as uni.ns for "c'tltting in" ,:,.w 5ecti,ms .f pipe or :}exi~,iy c~.aplt' vaiv,.$. The ' h{,rse" t,f ~ent'ral i~iping. Used ,m '.,'a:,-r supply nutins. sewage STEEL PIPE SIZES }Hpmg ar~,i ga~ ,iisl ribution iin,s. -7'~. Size' ~d. ~sa ' 0.O. 0ver3ll No, 0ia. = -.:~$qJ~ iq flared ~.nds ¢,f _X.S.T.M. A-7 steel pla: ....r weld,.,! :ubing. ' ' .M0 43i .140 4 ~ % 2--,~" · ~' 1~ 2]i 200 - 0M -- Flanges art. of mill s~el A.I.S.I. ~i 1.0~ 4~2 .1~ 4 8'/: 2--,~'. ~' 1R 3~ 200-105 ¢'-1o1~ or Grade A malleable or I 1.315 4]i .145 4 6'~ 2--%'. ~' 1~ 3~-~ 2~-132 ductile iron. 1},~ 1.6~ 5 .154 4'2 Z% 2--~' = ~' I~ - -4~{ aolts~l ~ ~ ~ad l~ 1.~ 5 .IM 4~2 7'1~ 2--~"x/* 1~ 4~ 2~-1~ --[tSM ~r A~ C-111-~ 2 2.375 5 .2]6 5~.~ 7% 2--,~-.7- I~ 6~ 2~-238 2~i 2.875 5 .237 6~: 7~ 2--y,-. z- 1~ 10~ 2~* 2~ c~ting is the protective Baker 10~i high density corrosion-resis~nt 3 3.~ 5 237 6~: 7'~ 2--~' · 7'* 14~ orange enamel. Forms an effec- 3 3-~ 5 -2~ 7' 7'~ ~', 7' 1~ ]3~ 2~-3~ __ tire base for bitumastic or coal ~;4 4.1 5 .2~* 7~. 7'/: 3--~'. 7' I~ 15 2~* tar enamel. 4 4.5~ 5 .2~ 7 7% ~' · 7' ll~ 15 Gaskets are time proven Baker 5 5.563 5 .2~ 97~ a ~%',7%' 12~ 22~ 200*556 Lastite Rub~.r for cold water. 6 6.~5' 5 .250 10~i a ~%', 7~' ~035 18' 2~*1~ natural gas, air or salt water. 6 6.625 7 .250 10~i 10'~ ~%'x IO' 1035 ; 21 2~2t ~ tenlperatures not exceedin~ 212'F. 8 8.~ 5 2~ 12~2 a ~%'=7%'-:~ : 25~ 200-~ : S~cial ~skets are available in 8 8.~5 5 250 12~ a ~%'x 7~' ~O ':27~ 2~- [.asti~ Neoprene, asSaYs and 8 8.625 7 .313 12h ~O'h ~%' = 10' ~ 37 2~2~ other types of enginered ma~- 10 10.~ '5 .2~ 13~{ s ~%', 7~' 710 ~ 2~- ' rials. for high temperatures. chemical or other special situa- 10 10.~ 7' .2~ 13~a 10'h ~%'= IO' 710 ~ 2~.2-1~ 10 10.~" S .2~ 14~ ~ 7--%' = ~' 7- ~ :: ~ 2~ - 1075 tions. Derails and prie~ on re- 10 10.~ ' 7 .2~ 1~ ~o'h ?--%', I0' ' -~t ~:':41 2~-1-10~ ': quest. 10 10.7~. S .313 14~.~ s 7--%' x ~' - ~0 ~ 2~-2-1075 -- S~I afinss such ~ ~~, 10 10.7~' 7 .375 14~ ~0~ 7--%' · IO' :~ ':-4~ 2~.,I075 'Y~ a}al mr p~me~ and other tion coating~ readily available. 12 12.~ S .2~ lS~'i s 7--~' · ?~' :: ~ :" ~ 12 12.~ 7 .2~ 15~-~ Io'h 7--%' · IO' .' 5~ 45 20~1-1~ Pri~ nn r~luest. 12 12.7~ S .2~ 17 s s--%' · ~" ~ ~-* 42 2~- 1275 __ 12 12.7~ 7 .2~ 17 10~ ~%' · IO' ~ ' 49 2~1-12~ 12 12.7~ S .313 17 ~ ~' = 7~' "7~ ' 17 2~2-1275 ' 12 12.7~ 7 275 17 ~o'h a--%" · ar '.-~5 56 200~12~ . Pi~ Stops are furnished only on 14 14.~ S .2~ 18~ I I--%'. 7%' . 510 45 __ r,~u¢~t. aml at an added elmrge. 14 14.~ 7 .2~ 18~ ~0'~ ~%', IO' : 510 52 2~-I-1~ t',,';plsn~s furn:~hc, d n.~alarly 14 14.~ 5 .313 18~ a a--%' x 7~' ~ 53 2~-2-1~ ~itll,stat pzp,. stops. 16 16.~ 7 .250 20~ s0'~ 1~%' · IO' 4~ 61 2~ ]6 16,1 7 ,313 20~, ~0'~ ~%'. IO' 5~ ~ 200-1-1~ 16 16.~ 7 .375 ~ ~0% ~%' · ~0' 665 74 2~-2-1~ __ HOW TO ORDER. 18 18.~ 7 .250 ~ ~o'~ ~%' · 1o' 410 71 l)e~fine pipe si~e and the de- 18 18.~ 7 .313 ~ ~ aO~ I~%', 10' ~5 75 2~*]-1~ ~ired middle rin~ thickness and 18 18.~ 7 .375 ~]~ Io~ I~%'x 1~ 5~ ~ 2~2-1~ teneth. Order by catalo~ num- E,.r as shown. If sp~ial ~asket~ 20 20.~ 7 .2~ 24 10'~ ~2--%'~ tO' 3~ U ' or coatin:s are desired. de~ ~ 20.~ 7 .313 24 lO~ 12--%' x 10' ' 4~ 88 2~I*} * your requirement~ in full. 20 20.~ 7 .375 24 ~0'~ 12--%' · 10' . 535 ' 116 2~2-~ 22 22.~ 7 .250 27 ~0'~ ~%' ~ 10' ~:~ -' ~ 2~ *~ ~ ~. .... EXAMPLE 22 22,~ 7 .313 27 ~o.~ ~%' · ~o' ~415 98 2~-1-~ -- 22 22.~ 7 .375 27 ~ I ~%', Io%': 4~ . 121 2~2-~ You wish to couple 18' O.D. steel pi~ with a wall ~ickn~s 24 24.~ 7 .2~ 28~ ~0'~ ~%'x IO' .~ 310 112 2~-24~.- of 5/16'. Order Catalo~ No. 24 24.~ 7 313 28~ ~o~ I~%'~ 10' :375 118 2~I-2~ 2n0-1-1800. 24 24.~ 7 .375 287 ~ ~ ~ ~%' · ~O'A' .4~ ]38 2~2-2~ ' COUPLINGS CAST IRON PIPE 'SIZES 2" TO 24" (Heavy Duty CouplingS) Pipe Size O.D. Sleeve Sleeve WEIGHT Pipe Lenith Thick- Flange Length BOLTS Approx, CATALOG In. hess O.O. (U In. No., Oia. & (Nora.) Ill. (8) In. rrl In. (o) In. Overall Le~gth ShiPPinE NO, Ea. Lbs. 2 2.50 5 .187 5V2 7V,t 2--V2".7" 6V. 200 250 2 2.75 5 .203 5t/2 7'/'~ 2---'/2"x7" ~,/4 200 275 3 3.66 5 .203 7~,~. 7'/; 2---V~".7" 15 200 366 3 3.80 5 .203 7'/4 7'/2 2--'1~ "=7' 15 200 380 3 3.96 5 .203 71/4 7'/: 3--V2",7' 16 200 396 ]- 4 4.80 5 ..312 9 7'/z 3--V,".7' 21 200 4SO . 4 5.00 5 .250 9 8 4--~%x7~: 23 200 500 ' 6 6.90 5 .312 I 1 V2 8 .5--%' ,Tt': 33 2CD 690 6 7,10 5 .312 I1'/2 8 5--% ~7',.:' 30 200710 8 q_30 5 .312 14'& 8 6--%".7Vj. · '40 ;CO qI0 . 10 1110 7 .375 15'/2 I0"'~ 7--s~"xl0" 72 203 I110 I 10 1t.40 7 .37~ 15V~ I0~'~ 7--//~"x10'' 72 200-1140.1 ................................ NOTE 12 13.20 7 .375 18 10V~ 8--%"x10 77 200 ~320 12 13.50 7 .375 18 10V= 8--~'xl0' 79 200,350-1 Ser~es2OOAIISteelCouphngsavadable ............ ,n all sizes up to 24 FOOT diameter in 14 15.30 7 .375 19'/~ 101/2 1~"x10' 89 20t 1530 I any comb,natann of Sleeve length and 14 15.65 7 .375 20 10V~ I~%"~10" 91 2C~ 15~5.1 thickness. Prices on s~zes over 24" on 16 17.40 7 .375 21 t/z lot/2 I~%",10" 1CI 200 1740.1 'application. 16 17.80 7 .375 ~2 t0V~ 10--%"x10" 104 29~ 1780-1 RAKER HARNESS COUPLINGS and 18 19.50 7 .375 24 10y~ 12--%"x10" 113 200 1950 I BAKER JOINT HARNESSES (Series 18 19.92 7 .375 24 10y~ 12--%",10" I1~ 2001992-1 42~) available for use with all ~ries .................. 200 AIISt~I Couplings. Prices ~ a~- 20 21.60 7 375 26 IOV~ 12--%"~10" 119 200-2160-1 plication to the factor. 20 22.06 7 .375 26e/~ IOt/~ I~%"xlO" 123 200-2206-1 ..... · . - ........... MEDIUM DUTY COU~INGS are avail- 24 25.80 7 .375 30 t0 Y~ 15--% "x I 0" 148 200-2580-I aDle in Baker Series 2~ Tripl~al Cou- 24 26.32 7 .375 30V~ 10y~ I~"xl0' 151 2~2632-1 plings, a shod N~ern co-pling. corn. petltively priced BIker AllSteel Ring [xpander, MIssive 250 ton ring expander A lISt eel Coupli ng flexibly couples butterfly valve. cold ~ 1 r e t c h e · AIISleel middle r~n~s 1% !o lest I he ~d and round up the couplinB. The stillchinK louBhens and slren~thens the steel. and makes a supffior p~ucl. 2-5 FLANGE LUG DETAIL .-.. PiPE h.S. ROD U.S: ROD PiPE ROD p Q ROD R S U V DIA _ DIA N 0 P" Q DIA. DIA. 4. 17A6 2 1 .' '~ :.Y~ I 7/a `7~, ~ -7',~ 27/6 -I/, 4 _ 6 Y'-. 1 ~-~6 2V,~ 1 ~'/e ..7',~ 1 ~ ¥, ~ 7/6 3`7, `7,, 6 8 2V.~ 2`7.~ 1 7/a -Y'.~ I 7/a ¥.,. 1 ~ 47/6 ¥, 8 12 2-.Yi6 2-74 1 H17/6 `74 1 V41 ~ 1 1Ve 1 71/4 7/6 12 -- '16 2~6 2-7,~ 1HI 7~ -7,~ 1V'21-7e · 11/,~ 1V~. 1HI 9..Ye 1HI 16 18 2 2-7, 1V,,1Vs 1 - - - 17A6 1V, 11~6 1V, 18 _ 20 2 2-7, 1 V,1 HI 1 - - - 17As 1V,~ 11¼6 1 V, 20 24. RODS AND CLAMPS NOT ALLOWED 24 NOES: 1. M.S. MEANS MILD STEEL ROD A.S.T.M. STANDARD DESIGNATION A-36. ' NUTS SHALL BE A.S.T.M. STANDARD DESIGNATED A-307 GRADE A OR B HEXAGON HEAVY SERIES. -- 2. H.$..'MEANS HIGH STRENGTH STEEL ROD A.S.T.M. STANDARD DESIGNATION A-193 GRADE BT. NUTS SHALL BE A.S.T.M. STANDARD DESIGNATION _ A- 194 GRADE 2H. Designation: A 307 - 94 " Standard Specification for Carbon Steel Bolts and S.tuds, 60 000 PSI TenSile Strength This mandaxd is i~__,ed_ under the fixed desilnaZion A 307; the number immediatdy g'oitgm,,iaa$ the d~nafioo indicnz~ the year of original adoption or, in the ctq¢ otrevisio,q, the yemr of last levldon. A m~mber in pamathesea intf. tcatcs ~e y~sr tatlast ~ A sul~ cpsiloo (e) indicates an edjiodal daa~e ~ince the lilt revision or rc~provnl. TAix zlaadard liar hem aVDrOved for use by af4h~a of tlee Dep~ment of Ddta~. Coruuh die DoD Index d XlJeci~catMst$ arid ~'tdndt:rta~ for the spec(f?t year of lxme wliit/t has heel o4to~ted by the DelMrtmr~ of Defefixe. 1. ~'ope 2. Referenced Documents I, l This sp~cation= covers the cbunic~! and roechart- 2, ! ~j$~r,~( 5':a:z~r~f: ..' ical reqtiirements of three Endes of carbon steal bolts and A 36 $pecLqcation for Struczunl Steel3 studs in dzes a/~ in. (6.35 ram) through 4 in. (104 ram). The A 153 $pedacation 'for Zinc Coating (Hot-Dip) on Iron fasteners ar~ designated by 'Grade" denoting tensile strength and Steel Hardware' and intended use, as follows: · A 370' Test Methods and Definitions for Me.c~cal Gnd~ Des~ivti~n Testing of Steel Productss A 56S Specification for Carbon and Attoy Steel Nuts~ GradeA ladtsandstudihavingmminirnumtcndlegtMgthof60ksi AT06/AT06M Specification for Low-Alloy Steel De- (414 k4~a) snd intended for general ~Nti~ions, Grade B Boluandstudshavingmtcu~estrenrdxar6Oto t00ksi(414 /'ot'l~ed Ban for Concrete Reinforcement3 //,/T to 6~0 ~Ta) nd inRnd~ tot ~nSed joints in plpinn A 751 Test Methods, Fractices, and Terminology for ~r4 ,,~m c~t ~, r~s=. ,rid Chemical Analysis of Steel Productss Grade C Nonhmded'anchor beltS, tither beta or ~taight, haviq Fofeti~ contormine to spe~nuuon AS6 (temac B 69S Spe~i6c~tt/on for' Coatings of Zinc Mechanically Neng~ or58 to e0 hi (4oo vo 55o zvn,~) and in~d~d totDeposited on Ir0n and Steel~ ~;~un| e,c~o~q~ ~n~,:~ D 3951 Practice for Commuciai Packa~ngs 1.1.I The term st~ include~ stud stock, sometimes F 606 Test Methods for Determining the MechanicaJ r~ferred to as ¢hre.~fed rod. Properties of Exter,,lly and. InternaLty Threaded Fas- 1.2 This specifica~on does x10t.'cov~ requirements for tenex,s, Washen, and. Rivets~ machine screws, thread ~utt/ng/forming screws, mechanical 22,4N,~'/AS'M~ e~pansion anchors or ~mil~r e, xtem~(ly ~ fitstenets. B l. 1 Unified Screw Threads9 1.3 Suitable nuts are covered ifi 9pecificat~on A~63. B!8.2.1SquaxeandHexBoltssndScrews~ Untess otherwise specified, the grade and style of nut for each 2.3 Military Fade of fastener, of atl su.,T"aee finishei, shall be as follows MIL-STD 10~ Single Sampling Plan for Normal Inspec- tion~o Fastener Grade tud Size Nu~ C-ride mad Style~ A~ C, V, xo ~ ;-. A. hcx ' 3- Orderin~ Informsdon A,C, ove~lm/alO4in, A. heavyhu 3.10rdex~ for externally thx~aded fasteners (including B, ,/. to 4 in- A, he,vy h=x nuts and accessories) under this speci6cation shall include ~ Nuts of o~Mr mdcs mad ~yXes haviq q~dfied proof had sUw, s (Spcci6-the following: cllianA563, Table3)gretterthattthe~v~__'_l~edradeanda'~Mofautatedm3.1.1 ASTM de~don and year of issue, s~- 3.1.2 Name of product, bolts or studs; and bolt head style, 1.4 The values stated in inch-pound units ~re to be that is, hex or heavy he.x, 3.1.3 Grade, that is, A, orB, or C- If no grdde is specifiect, rclpuded as the standard. The v.zlttes Siren in parenthem nrc Grade A is furnished- for information only. 3.1.4 Quantities (number of pieces by size including uuu), 1.5 Supplementary Requirement S1 o[an optional natme 3.1-5 Fastener size and lertgth, is provided, which describes additional restrictions to be 3.1.6 Waxher3--Quantity and size (sepnnte from bolts), applied when bolts are to be welded. It shall apply only when 3-1.7 Ziac CominZ---Speci~y the zinc-coating process specified in the inquL~y, order, and conLena. a .4amid/rook oJ'.4STM Stu,mrvds. Vol 01 .04. 4.4mma/ 8ook o/~Le/'~f ;$1at~Car~. Voi 01.0~. s .4.,~f aoo/c ~J'ASTM .5'maards. Voi 01.03- t This sl~ecil'ucadon is uudcr ~e judsdictio, of ASTM Committtt F-16 on s~t,mua/8od~ of.43'7'Al..~znd~lrd&. Vol 15.0~. Fo3tenen and is th~ difea responsi~lity OfSubcomm;ttee Ft6.02 on Sted BoKs. vII,hurl 900k of~STMSta~zLg. Vol 02.05. Nu~, Ri,d~tS, and Wa.dxc~ m-~famd Boo/~ oJ'.4S'fj~ Sletdm-&, Yd 15,09, Curr~zt aftdon aOprovetl Feb. 15, 1994. PubLidted Apffi 1~94. Ot~jMlly * Avtilable Crom American Nailonsl Sttndaxds Imlltute. I 1 West 42rid pqbli~tacl as A ](37 - 47 T. Last pt~vlov~s e:ljfion A ]07 - 93a. t3th Floor. New York, NY ~ For AS~,/E 9oile ~ PrexS~z' l,'errt/Code aoplication~ sec ~l,l~ecl Speeifi- se Available from $tandaniintlon Oocumcats Ot-~t Desk. BId& 4 In D, ¢a~ion SA-307 iu Section 1] o[ that Code. /00 Robbi.,. Ave. Phil~Jetpi~ PA 191 ! 1.5094, Attn:. 36