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10025 PORTER RD_17-1036___________
10025 PORTER RD 17-1036 UNDERGROUND FIRE LINE '4 y • _ 1 !X40.1 - ,} r _ _ W r 2b-�t" of La PD JUN 2 i 2017 604 W. Fairmon F La Porte, TX 77 ing & Development Department PERMIT APPLICATION Phone: 281.470.5073 Fax: 281.470.5005 www.laportetx.gov 1. PROJECT INFORMATION: DATEOFSUBMITTAL: Z3 PROJECT ADDRESS (If existing): 1002 S PO(Z'T'[' HCAD PARCEL NO(S) 13-digit Tax MIS): 1.) /Z 9 A34 - o�.o- aoo3 2.) /n 3.) ( e's 1 ��wDo4 - LAIJ PROPERTY LEGAL DESCRIPDON: / O FIRE ALARM AFIRE SUPPRESSION 13VENT HOOD 13VENT HOOD FIRE SUPPRESSIOMoljWNDERGROUND FIRE ONE ABOVE -GROUND FIRE SUPPRESSION 13OTHER DESCRIBE WORK:6MU-v(ZoO3NNb 'F%CC r-In1E BUILDING USE: WPAr-Iho.nt NO. OF STORIES: 1 TOTAL SO.F GE: P ECTVALUAnON:$ 2. PROPERTY OWNER CONTACT INFORM TION: OWNER'S NAME: 41 N[' PHONE: lot) v MI>Caw' MAIUNG ADDRESS: E-MAIL: 3. CONTRA OR/AGENT: 'HOMEOWNER IS CONT CTOR AGENT/ CON OR COMPANY: Allied Fire Prot eCllO LP PHONE I: 281-4 803 HONE 2: 713-90"3 4 E-MAIL: al f rotectio .c m Iwu. MAILING ADDRESS: 2 3 M kawa Road Pearl Texas 58 ' CONTACT PERSON'S N JOhn BleCkm00 PHONE: 28 4. APPLICATION CHE UST & SUPPO NG ENTATION (Check s): Homeowner is Contractor, �OMPLETE ITEMS OF PERMITAPPL TION % so must furnish notarized Homestead AffidavitJ SUBMIT TWO(2) COMPLETE SETS(HARD PIESCONSTRI.1006 RREVIEW ` NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE 2. TO REGISTER WITH CfTY, SUBMIT CURREM NSURA E CITY NAME &ADDRESS AS CERTIFICATE HOLDER—�` 3. NOTA VAl1D PERMIT UNTIL OWNER/CON OR LS1NOTFlED OF ROYAL AND ALL APPLICABLE FEES ARE PAID IN FULL ���"�'SC..�w..o� APPLICANT SIGNATURE: APPLICANT PRINTED NAME: ISTAFF USEONLYJ I11 CE?: e fixes?: Q-k- U II Const.Type: Flood Zone: Use Zone(Zoning District): �V `�% Occupancy Type: Z S PLAN CHECK FEE: $ FEES: PERMIT FEE: $ -" RESIDENTIAL DDRI -IN FEE: $ PARKLAND & ZONE FEE. �VEWAY Special Conditions- W� . ® Must complete all work and pass City inspection within 20 ddays of permit issuance to avoid further Code EEnnnfforcem%entAction ` r_ ` C PERMITAPPROVAL: Fire Marshal (Commercial Only "r cDate: Date: — l t7 Approved for Issuance by: PERMIT NO. 17- l0 5 Received Log Over -the -Counter Date: Name: Phone number: Address or HCAD# New Submittal: Yes Resubmittal or Revisions: Yes No Permit # or Site Plan # Disposition 1 1-2o-f 1 W 2 -5 f 22o ENT ��oorl CNo T O �E 11 tw_u. F2 3 7 1 � -oop �Fanst. -6 V0_Ac ^cs- r G.. 4 7 1� zg -g30_ 30 5 fV ✓ �.�. 5 ( in �. 8 I-/I31I1� �ohn B1�c ^ahaS�l '�4S 1a8�3 �lk�'g4 (¢1 s ov�s ✓ �%- I V 1M0 7 8 9 10 11 12 13 14 15 S:�Gity Planning SharmALPHA-I\01-INSPECTIONS DIVISION\Inspections\Received Log Over The Counter New u FlRE MARSHAL is, re ii.lt'Y. LA PORTE FIRE MARSHAL'S OFFICE "-PLAN REVIEW" E Date 08/09/2017 Business Name Hines - Underwood Address 10025 Porter Road Type of Review Under -Ground Fire Protection Contractor Allied Fire Protection 281-485-6803 Reviewed by ClifMeekins, Fire Marshal City Permit # 17-1036 Approval YES The Applicant tlWl he ruponslois to ensure the design speclttcedorts Ub Puns are coTplste at" In compliance end, we npulmmslrta set rot" In m mle IntemagaW Fln Cede (IFC) and Lo AAlendmams as well as the applkid is referenced Standards listed in chapter 47 of the 2015 1FC. TNa pan review Is not Intended to be hdy, Indust" as other requltamnte may he Imposed as warranted by the Fire YaMal or as deemed necessary during onalte Inge t by the Fire Atarshars olllee. "THIS PLAN REVIEW MUST BE ON THE 3OBSITE WITH THE APPROVED SET OF PLANS" 1) This Under -Ground Fire Protection system shall be installed by (Allied Fire Protection). 2) An RME that works for (Allied Fire Protection) must be onsite for ALL Fire Marshal's inspection. 3) The AG Fire Protection system shall not be tied into the UG Fire Protection system until the UG- system has been flushed and passed by this office. 4) The tamper and flow switches shall be tied into the building fire alarm. 5) Inspection Requirements: A minimum of three (3) inspections shall be required for underground piping serving sprinkler systems and/or private hydrants: 1) Pre -pour inspection; 2) Hydrostatic testing; 3) Flush inspection. a) Pre -pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipes shall be in place and exposed for visual inspection. Pipe shall be laid on a minimum six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. b) Hydro Testing: Thrust blocks shall be in place. Pipe shall be center -loaded with clean sand to prevent uplift, but all joints shall remain exposed. The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the inspector and shall be holding pressure when inspector arrives. The flush and hydro inspections may be scheduled concurrently. 125 South 3'd Street, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 Page is too large to OCR. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 17-00001036 Date 7/20/17 Property Address . . . . . . 10025 PORTER RD HCAD Number: 129-636-000-0003 Alternate Search Method: Application type description UNDERGROUND FIRE LINE Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . REAL INDUSTRIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 11500 ---------------------------------------------------------------------------- Type of Work UNDERGROUND FIRE LINE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRANITE UNDERWOOD DIST CTR LP ALLIED FIRE PROTECTION 11757 KATY FWY STE 250 2003 MYKAWA RD HOUSTON TX 770791775 PEARLAND TX 77581 (281) 485-6803 --- Structure Information 000 000 ALLIED FIRE PROTECTION --- Construction Type . . . . . NON-COMBUSTIBLE I Occupancy Type . . . . . . UTILITY & MISCELLANEOUS Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . UNDERGOUND FIRE LINE -PERMIT Additional desc . . UNDERGROUND FIRE LINE Permit pin number . 545335 Permit Fee . . . . 102.50 Plan Check Fee 51.25 Issue Date . . . . 7/20/17 Valuation . . . . 11500 Expiration Date . . 1/16/18 Qty Unit Charge Per Extension BASE FEE 20.00 11.00 7.5000 THOU BLDG - 1,001 - 50,000 82.50 ---------------------------------------------------------------------------- Special Notes and Comments July 17, 2017 5:07:25 PM lapoeag. 1. CALL FOR INSPECTION. 2. AS PER FIRE MARSHALL PLAN REVIEW AND NOTES. 3. THIS PERMIT IS FOR UNDERGROUND FIRE LINE. 4. CONTRACTOR/OWNER RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS. 5.A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 17-00001036 Date 7/20/17 ---------------------------------------------------------------------------- Special Notes and Comments WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUTATION. ---------------------------------------------------------------------------- Fee summary Charged --------------------------- Paid -------------------- Credited Due ---------- Permit Fee Total 102.50 102.50 .00 .00 Plan Check Total 51.25 51.25 .00 .00 Grand Total 153.75 153.75 .00 .00 ------------ hr-----------------=7iZor(T ------------------------ (SIGNA OF CONTRACTOR OR AUTHORIZED ENT) ATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE .---1 t� 1L7 Fire Line 1. Call for inspection 2. As per Fire Marshall plan review and notes 3. This permit is for Underground Fire Line 4. Contractor/owner responsible for removal of all construction debris 5. A building permit (and all its applicable sub permits) may be based on the remainder of the work to be done. HOWEVER, if the work is not completed within the allotted time of the renewal period, the building permit (and all applicable sub permits) must be applied for as a NEW permit, and all permit fees will be calculated from the original permit valuation. lF ryt TD TH OD/ Fo A OVED pIANS T 0 THE CHAN REQUIRED PRIOSUBAflrR Of OCC�D RING R u E M LA PORTS FIRE MARSHAL'S L,lllt,. OFFICE TEX., "PLAN REVIEW" Date 07/13/2017 Business Name Hines - Underwood Address 10025 Porter Road Type of Review Under -Ground Fire Protection Contractor Allied Fire Protection 281-485-6803 Reviewed by ClifMeekins Fire Marshal City Permit# 17-1036 Approval YES The Applicant shall be responsible to ensure the design specifications and plans are complete and in compliance Win me requirements sat roan in me "is Intemallonal Fin Code pw FC) and Local Amendments as wallas thebd applicable referenced Standards Ilain Chapter 45 of the 2015 IFC. This plan raNew is not Im2ed to be fully InclwM as other nqulremen4 may be Imposed a warren" by the Fire Marshal or sa deemed necessary during on4he Inspections by the Fin Marshes Office. "THIS PLAN REVIEW MUST BE ON THE JOBSITE WITH THE APPROVED SET OF PLANS" 1) This Under -Ground Fire Protection system shall be installed by (Allied Fire Protection). 2) An RME that works for (Allied Fire Protection) must be onsite for ALL Fire Marshal's inspection. 3) The AG Fire Protection system shall not be tied into the UG Fire Protection system until the UG system has been flushed and passed by this office. 4) The tamper and flow switches shall be tied into the building fire alarm. 5) Inspection Requirements: A minimum of three (3) inspections shall be required for underground piping serving sprinkler systems and/or private hydrants: 1.) Pre -pour inspection; 2) Hydrostatic testing; 3) Flush inspection. a) Pre -pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipes shall be in place and exposed for visual inspection. Pipe shall be laid on a minimum six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. b) Hydro Testing: Thrust blocks shall be in place. Pipe shall be center -loaded with clean sand to prevent uplift, but all joints shall remain exposed. The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the inspector and shall be holding pressure when inspector arrives. The flush and hydro inspections may be scheduled concurrently. 125 South 3' Street, La Porte, TX 77571 a Office: 281-867-4603 . Fax: 281-867-4629 c) Flush inspection: All portions of the underground system shall be flushed to remove debris prior to connection to overhead piping. Flow shall be through a minimum of a four -inch hose or pipe, unless otherwise approved by the inspector prior to scheduling the flush. Hose or pipe shall be restrained to prevent injury and damage. The flush and hydro inspections may be scheduled concurrently. 6) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on his person, while on the job site. 7) Pipe shall run exactly as permitted; any deviations in design, installation, materials or installation methods may void the issued permit and cause delays in the inspection process. Pipe shall run straight and true between thrust blocks with negligible deviation. 8) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTIONS! 125 South 3rdStreet, La Porte, TX 77571 ' Office: 281-867-4603 " Fax: 281-867-4629 Received Log Over -the -Counter Date: Name: Phone number: Address or HCAD# New Submittal: Yes No Resubmittal or Revisions: Yes No Permit # or Site Plan # Disposition 1 y``I� �haaw nz- 2 l4 3 I'i i&6e.4 ... o�o� Io°l32 A.► ✓ ✓ I'l-quit �� 3 (, sa Nitta ,03 'por:- Cw'rrs�+�y b�Q C.5 � ✓ 4 gII, or 5 agI -13b-O�SO IOtplO g,lS D' C—L&Wc�k- ru'�S; `/ -f I l -=-io �-- ; 1 Catrk �� 281- 830-9130 l3ot, � Pr S4- =c- R-C. 6 =C— zjC� 8 q I 1311 g-a(- 8S-690 - C 9 10 11 12 13 14 15 S:\City Planning Share\ALPHA-1\01-IN SPECTIONS DIV7 1nspections\Received Log Over The Counter Nev, ©Jun 28.2017'-.7.1930 AM CDT.. Fla EdL .Commanat Huo SKINDA 'PUSIX SECTOR NavPirm Property Description Inqulry Location ID: 46036 HCAD Number. 12M36-000-0003 Altomato South Method; Location address: 10025 PORTER RD :cLP Primary rilatod party:' GRANITE UNDERWOOD DIST CTR LP UaoaRu V SUSINESS PARR - a _�ytM• Y�Exy._ - It. Caadt.- Addrvss ;� -RsWm p"—, TEXAS SCR-G-0519, ACR-3429, ECR-2021 HINES-UNDERWOOD 10025 PORTER RD��� LA PORTE, TX 77571 UHz,?ok? MATERIAL SUBMITTAL DATE 6/23/2017 w w w. a I l i e d f i r e p r o t e c t i o n. c o m 1-800-604-2600 2003 Mykawa Road 0 Pearland, TX 775810 Phone 281485-6803 0 Fax 281-412-9668 0 Corporate 12630 E. Northwest Highway, Suite H303 0 Dallas, TX 75228 0 Phone972-840-1700 0 Fax 972-840-1750 2110 Mannix 0 San Antonio, TX 78217 0 Phone 210-646-6716 0 Fax 210-646-6734 700 E. Beech Ave. 0 McAllen, TX 78505 0 Phone 956-6314208 0 Fax 956-631-9680 1515 Dungan Lane, Suite 208 0 Austin, TX 78754 0 Phone 512-719-4872 0 Fax 512-7194462 Griffin Pipe Products Co. Push -On Joint Pipe dominal Pressure Nominal Pipe or Pipe Size Thickness Thickness (in.) Class (in.) Nominal Pressure Nominal Pipe or Pipe Size Thickness Thickness (in.) Class (in.) lominal Pressure Nominal Pipe or Pipe Size Thickness Thickness (in.) Class (in.) page 2 of 9 Nominal Pressure Nominal Pipe or Pipe Size Thickness Thickness (in.) Class (in.) Push -On Joint Pipe page 1 of 9 What is Ductile Iron? Ductile iron is a remarkable engineering material that has replaced gray (cast) iron due to its strength and ductility. Ductile iron is produced by treating low -sulfur molten iron of proper chemical composition, with magnesium. The reaction with magnesium allows the excess; carbon (graphite) present in the iron to form as round nodules or spheres as shown in the electron photomicrograph (right). The nodular graphite, along with the proper heat treatment, allows ductile 'von to have strength characteristics similar to mild steel including excellent tensile strength, impact resistance, and beam strength. These proper- ties along with ductile irons inherent corrosion resistance make it the material of choice for water and wastewater applications - Tensile Strength Pipe made from ductile iron are able to withstand heavy external load -induced stresses caused by earth and heavy truck loads. Internally, ductile iron pipe is subjected to high liquid pres- sutes and water hammer. Ductile iron pipe is manufactured with the following minimum mechanical properties: 60,000 psi tensile strength 42,000 psi yield strength 10% elongation Impact Resistance Ductile iron pipe has the impact resistance to withstand damage caused by improper han- dling, heavy external loading and abnormal service or soil conditions. Ductile imn pipe will excel in these conditions where other pipe materials fail. Bursting Strength The strength and elastic properties of ductile iron pipe provide excellent for high pressure applications. Ductile iron pipe has the added safety to pn hammer. j Beam Strength The inherent ductility and strength characteristics of ductile iron pipe allows it to bend considerably prior to failure. The superior strength and toughness of ductile iron provides a greater margin of safety against service failures due to ground movement and beam loading. These properties provide unique advantages when using ductile iron pipe for applications such as long -span installa- tions on piers or supports. Corrosion Resistance ting strength "SUN 2 7 ?017 ............................................................. Many water utilities in the United States have underground gray iron installations that have served for over a century with some exceeding 150 years. Extensive testing has shown that ductile iron pipe has equal or greater contusion resistance com- pared with grey imn. In most soils, ductile iron pipe requires no corrosion protection. When highly corrosive soil conditions are encountered, ductile iron pipe an easily be protected with polyethylene encasement ... ...... .......... .. ................. Push -On Joint Pipe page 3 of 9 Requirements for Field Cutting Ductile Iron Pipe American Water Works Association (AW WA) standards require all pipe to be factory -gauged on the spigot end only. AD ductile iron pipe have a slight end -to -end taper due to the manufacturing protest. The taper causer the pipe diameter to increase from the spigot towards the bell end. The pipe outside diameter can exceed the maximum allowable.spigot tolerance on other areas of the pipe barrel When a pipe is flOdcut and the diameter at the cut location is above maximum, the spigot will not fit into another pipe bell or fitting. This condition is more apparent with larger pipe sizes. Pipe sires 14' and greater should not be cut unless marked 'FOR FIELD CUT-. Pipe marked 'FOR FIELD CUT' have been factory -gauged to within 24' of the bell and cart be safely cut All other pipe should be measured at the cut location to ensure proper diameter prior to cutting. This can be accomplished with a diameter tape or by sliding an MI gland to the cut location. UNDER NO CIRCUMSTANCES should any pipe be cut within 24' of the face of the bell end (including 'FOR FIELD CUT' pipe). 'Tire diagrams below indicate the allowable conditions for field cutting ductile iron pipe. 3" - 6" Pipe Sizes I 24' Okay to M pipe anywhere on barrel within 2'R of bell Do not out 8" - 12" Pipe Sizes 24- Do not cats thb area wuhout Do not cud wrifyi g pipe diarorm cast Okay to as ttds sea becwam the nidpobu of the pipe band and spigot aid of the pipe Mk%.w 14" - 24" Pipe Sizes 24" Do not an pipe in that area without verirying the 6' Do not cud diameter unless pipe is marked 'FOR FIELD CUT' 30" - 48" Pipe Sizes 24' Do not art pipe in this am without the 8' Do not art dt'n tuar unless pipe is muted -FOR FIELD CUT- Push -On . - page 4 Griffin Push -On Joint Ductile Iron Pipe The MON JODM and FASPPI'E JOINT• designs tncpr ag a single.Iubba "al ng gasket asnnlng a_tight . nent seal The "push -on" type)oint is easy to assemble, and fart to install. The push -on design eliminates the need for glands and fasteners. The rubber gasket fits inside the contour of the bell socket, which seats the gasket The plaintnd (spigot) of each pipe is beveled to further ease assembly. TYTON JOINT' Pipe 3" - 24" FASTITE JOINT' Pipe 3Cr - 48" A B F B F 3.96 5.46 3.00 19 21 4 4.80 6.52 3.15 5 19 21 6 6.90 8.66 3.38 5 19 21 8 .9.05 10.82 3.69 5 19 21 \l, 12.91 3.75 5 19 21 12 1320 15.05 3.75 5 19 21 1 1.4 15.30 17.67 5.00 5 19 21 16 17.40 19.79 5.00 5 19 21 18 19.50 21.91 5.00 5 19 21 20 21.60 24.03 5.50 5 19 21 24 25.80 2821 5.95 5 19 21 30 3200 34.95 6.50 5 na 21 36 38.30 41.37 6.50 ->:.. 4 na 17 42 44.50 4625 7.50 3 na 12 48 50.80 54.73 8.00 3 na 12 TYTON.IOWT*b a ngbbred a.dmmk of U.B, Pkw wW Fancy Cm FASTMM 1s a ngbbM trademark d Amakan Cap km F4. Co. f/ 3 • j. Griffin Pipe Products Co. Griffin Push -On ;Joint Ductile Iron Pipe Push -On Joint Assembly 1. Thoroughly remove all traces of foreign material from the gasket groove and bell socket Foreign material under the gasket may nose a leak Make a small loop in the gasket and insert in socket For pipe sins larger than 20', it may be necessary to make 2 loops in the gasket (6 and 12 o'docl). Assure that the gasket faces the correct direction and is properly stated. Note: in cold weather, gaskets should be warred to facilitate installatiom 3. Make sure the platrrend is beveled per GdMn Pipe re - ormmardmiom. Sware or sharp edge may damage or roll the gasket causing a leak. The plain -end should be in reasonably straight aligu newt and carefully guided into the socket Alta contacting the gasket the joint is mm- pletrd by pushing the pipe until fully seaad 1n the sock- et The spigot stripes are used for reference to indicate Prof gbh- 2. Apply pipe lubricant to the exposed surface of gasket and the plain -end of the pipe_ Do not apply lubricant to the bell socket or the surface of the gasket in contact with the bell socket Make sure the plain -end does not contact the ground to avoid having dirt adhere to the lubricant Lubricant should extend up to the spigot stripe on the plain -end. 4. Small pipe can be pushed into the bell with a long bar. Linger pipe requires additional fora such as a Jack, .come -along or backhoe. Whm using a bw3dwe'the pipe tan be swung into position while fastened to the backhoe bucket with a sling. The pipe can then be puded/pusbed into the socket while attached to the slag. Alternately, the sling tan be removed after posi- tioning the pipe and the backhoe bucket tan be used to push on the bell face for proper insertion: Care should be taken not to damage the ben when using this method. i�q�IVE�, I ij Push -On Joint Pi Griffin Pipe Products Co. page 6 of Push -On Joint Pipe with TYTON JOINT Pressure & Special Thickness Classes 35D 51 025 89 '168 52 028 - 9.9 196 3 53 031 3.96 109 204 54 0.34 113 220 55 037 - 123 238 56 0.40 13.7 254 350 025 103 206 51. 026'. 113 214 52 029 12.6 237 4 53 032 4.80 133 - 259 8 .. _ _. 6.90 9.05 12 ._ ._ 7320 -vN?, - to 4!� 473 263 524 262 518 28.8 574 28.7 562 312 622 31.1 605 33.6 670 335 646 35.9 716 35.8 689 38.3 764 382 514 28.6 568 28A 568 31.6 628 31.4 623 34.6 69D 345 677 37.6 750 37.5 731 40.6 810 40.5 784 43.6 868 43.4 838 46.6 928 46.4 890 49.4 986 493 657 36.5 727 363 722 40.1 799 40.0 787 43.7 871 43.8 951 473 943 47.1 916 509 1015 5DA 981 545 1087 543 1044 58.0 1157 579 Standard Dimensions and Weights per ANS1/AWWA C151 " 'Average weight per fool shown in tables includes the weight of the bell of Q Push -On Joint Pipe with TYTON JOINT Pressure & Special Thickness ClassesWeight ... Pipe Dimensions Pipeym,11, .� of Pipe Weight erage Weight Pipe Pressure Thickness Pipe pipe barrel per t1cight per Size Class Class Thickness O.D. 25D 028 .. 40.4 780 43.3 - 861 300 0.30 433 832 461 919 350 0.31 44.7 85a 47.6 947 50 0.33 47S 908 50.4 1DD3 14 51 036 15.30 51.7 984 54.7 1087 52 039 559 1059 58.8 1171 53 0.42 60.1 1135 63.0 1255 54 0.45 642 12D9 672 1337 55 0.48 68.4 1294 71.3 1421 56 0.51 72.5 1355 754 1503 25D 030 493 948 528 1047 300 0.32 52.5 10D6 559 1111 350 50 0.34 55.8 1065 592 1177 16 51 0.37 17.40 60.6 1152 64.0 1273 52 0.40 65.4 1238 61.9 1369 53 0.43 70.1 1323 73S 1463 54 0.46 749 1409 783 1559 ' 55 0.49 79.7 1495 83.1 1655 300 034 62.6 1193 663 35D 0.36 662 1258 699 50 0.35 64.4 1225 68.1 18 51 0.38 19.50 MIS1322. 73A 52 0.41 - 752 142D 78.9 53 0.44 80.6 1517 843 54 0.47 86.0 1614 89.7 55 050 91.3 1709 94.9 56 (S9 m7 ,am Im. 250 3D0 50 350 20 51 0.39 21.60 795 52 0.42 853 53 0.45 91.5 54 0.48 97.5 55 0.51 103.4 54.4 58.6 628 65.9 69.5 67.7 73.1 78.5 839 893 94.6 71.6 1424 712 77.6 1544 77.2 $1.6 1624 - 812 93.6 89.6 95.6 1664 1784 19D4 832 892 95.2 101.6 2024 1012 107.6 2142 107.1 200 033 80.8 1542 85.7 17D4 852 250 037 90S 1717 95.4 1898 94S 300 0,40 97.7 1846 102.6 ,2D4` 102.1 350 0.43 1049 1976 109.8 2156 1093 50 0.38 929 1760 _ 97.8 1946 973 24 51 0.41 25.80 100.1 1889 1D4.9 �90 _ 104.5 52 0.44 1073 2019 1122 2234 111.7 53 0.47 114.4 2147 119.3 376 118.8 54 0.51) 121.6 2276 126.4 2520 126.0 55 0.53 128.8 2406 133.7 2664 1332 _ 56 0.56 715 0 X1i un a .e..e .... Standard Dimensions and Weights per ANSUAW WA C 151 " "Average weight per foot shown in tables includes the weight of the bell Push -On Joint Pipe with FASTITE JOINT' Pressure & Special Thickness Classes 150 034 2Do 038 250 D.42 300- .. 0.45' ' 35D 0.49 30 50 039 32D0 103.5 115.5 ms 136.5 148.4 1185 130.5 1425 154.4 1663 178.2 Im n 150 038 138.5 - 2983 1492 2DO 0.42 1529 3271 163.6 250 0.47 170.9 3631 181.6. 300 M1 1853 3919 196.0 350 0.56 203.2 4277 2139 50 0.43 1565 3343 1672 51 0.48 � 174.5 3703 1952 52 053 1924 4061 203.1 53 0.58 210.3 4419 221.0 54 0.63 228.1 4775 2X8 55 0.68 2459 5131 256.6 56 0.73 263.7 5487 2743 160 0.41 173.8 3761 188.1 200 0.47 198.9 4263 2132 250 052 2199 4683 2342 300 057 240.7 5D99 255.0 350 6.63 265.7 5599 280.0 42 50 0.47 41.5D 198.9 4263 2132 51 053 224.0 4765 235.2 52 059 249.1 5267 263.4 53 0.65 274.0 5765 2882 54 0.71 298.9 6263 3132 55 0.77 323.7 6759 338.0 56 0.83 348.4 7253 3627 150 0.46 2ZL6 1896 2412 2D0 052 251.3 5410 Z705 250 0.58 290.0 5954 2992 300 0.64 308.6. 6556 327.8 350 0.70 337.1 7126 3563 48 5D 0.51 50.80 246.6 5316 255.8 51 058 280.0 5984' 299.2 52 0.65 313.4 - 6652 3326 53 0.72 346.6 - 7316 365.8 54 0.79 379.8 7980 399.0 55 0.86 4129 B642 432.1 56 0.93 _ 445.9 93D2 465.1 Standard Dimensions and Weights per ANSI/AWWA C151 " Average weight per foot shown in tables includes the weight of the bell Mechanical Joint Ductile Iron Pipe The mechanical joint is a bolted joint utilizing a ductile iron gland and mechanical joint gasket The mechanical joint is recom- mended for water service using ductile iron pipe particularly where many connections are nxrybed. All components of th mechanical joint are interchangeable. The plain end of mechanical joint pipe has the same outside diameter as push -on joint pi As a result. it can be fitted into such joints in the field by beveling the plain end. All of the accessories (glands and fasteners) with each joint d� 50 3 7.69 6.19 7.62 2W x 3 4 Ills 45-60 nabs 8' -18' 31 4 9.12 7.50 9.D6 250 314 x 3-12 4 11A 75-90 nabs 8' -18' 31 6 11.12 .9.50 11.D6 2.50 314 x 3-12 6 1 tk 75-90 ft-@s r - Or Z7 30 8 13.37 11.75 13.31 250 314 x 4 6 1 w 7590 ftabs 5' - 21' 20 22 10 15.62 . 14.D0 15.62 2.50 314 x 4 8 11k 75-90 nabs 5' - 21' 20 22 12 17.88 1625 17.88 250 314 x 4 8 11k 75-90 ftabs 5' - 21' 20 22 14 2025 18.75 2025 3.50 314 x 4-112 10 11k 75.90 nabs 3' - 35' 13.5 15 16 22.50 21.DO 22.50 3.50 314 x 4-112 12 11k 75-90 nabs 3' - 35' 13.5 15 18 24.75 2325 24.75 3.50 314 x 4-12 12 11k 45a� ftabs 3' - DO' 12 20 27.00 2550 27.D0 3.50 314 x 4-12 14 11k 75-90 ftabs 3' - 00. 12 24 31.50 30.OD 31.50 3.50 314 x 5 16 11k 75-90 ftabs Y - 23' 10 e pe. ........... . i:. I- i" I i i. are I i e pe. ........... . i:. I- i" I i i. are I i Joint Assembly __l: (iron the.m.cke[.ud the plain ed. L,briotdn is recommended for proper +oenoby of all nrebardoh joinp. Lubrication and additimud Cleaning slmubd be Nodded by br sbi g bah the gaduet ad plain end with soapy water or pipe lubricant just prior to stlpphhg tie gasket odo the plain end for joins a meniby. Place the glard on the plain end with the Upadension tmvad the plain end followed by the gasket with the narrow edge of the ga ket toward the plain en& 2 Insert the pipe Imo the socket and prey the gas- ket Brmb, and eve* into the gaket recur. Keep the joint straight during --by 3. lush the glad toward the mares and ever it armand the with the tip against the Fell t lnvntbotes and b �-t7ghter, the oaa Make deftwtion ljoint assemNy but before tightening bo 4. Tighter the bolts to the no ial range of bolt tope u indicated In the adjacant bible while malnobdrg apPmdoutely the toe dbunce betty the glad and the faca of the flange a a0 poin s around the sodet'lhb an be a PI by 1)3 a tighaaning the bottom bolt host, then the top bolt, rein the bobs a elther ado, finally tte --kft bolts Repeat tie process until all bobs a i within the sppmdnute rahgc of torqn6 in large W- 49*) rim. flue or 'roe repetitions may be required The rise of a torque wrench Will Grfltdte this procedure. Griffin Pipe Products Co. Installation Tips for . Mechanical Joint Pipe Lubrication This Is very important with mechanical joints (pipe and fittings) to ensure a leak -free assembly. Once the gasket is placed over the plain end of the pipe and prior to assembly. the gasket must be lubricated. This step is sometimes omitted because the mechanical joint appears to assem- ble easily without lubricant After tightening of the bolts with no gasket lubrication, the gasket will tend to slowly flow into place with time, resulting in loosening of the bolts from their proper torque. This happens because the gasket has not properly seated due to friction from lack of lubrication. The lubricant allows the gasket to easily and fully 'flow' into'the wedge shaped gasket seat under compression from the gland during the initial assembly. When the bolts are then properly Ughtened.?he gasket will be fully seated in the proper positionand the bolts will remain tight 0 Joint Deflection Mechanical joint pipe should be assembled with little or no deflection of the joint Following assembly, the joint can be deflected as necessary. If the joint is assembled in the deflected condi- tion, the gasket may not be evenly seated and ran also be damaged during assembly. Restraint A common misconception is that mechanical Joint pipe are sometimes thought to be restrained joint pipe bemuse bolts and nuts are involved in their installation. However, the mechanical joint does not provide any restraint Time mechanical joint can only be properly restrained byusing it in conjurttlon with a restraining type connection such as a Griffin BOLT-LOK or MECH-LOK assembly, or with restraining glands. Mechanical Joint Pipe Pressure & Special Thickness Classes 3 350 51 52 53 54 55 56 025 0.3 031 0.34 037 -O4-0 3.96 89 99 109 119 129 13.7 171 189 207 224 242 258 9.5. 105 115. 124 13.4 143 350 025 10.9 211 11.7 51 025 113 218 121 52 029 126 241 . 13.4 53 032 - 13.8 263 14.6 4 4M 54 035 15.0 254 15.8 55' 038 16.1 304 16.9 _. 56 0.41 173 326 18.1 350 50 025 16.0 309 172 - 341 17.1 51 02B 17.8 342 19.0 377 189 52 031 19A 374 20.8 413 20.7 6 690 53 034 21.4 406 226 449 22.5 54 037 232 439 24.4 485 242 55 0.40 25.0 471 26.2 521 26.1 350 50 51 8 52 53 54 55 56 025 027 0.30 0.33 036 0.39 0.42 0.45 21.1 226 252 9.05 27.7 30.1 32.5 34.8 - 372 408 439 482 527 - 570 614 655 698 227 24.4 269 293 31.7 34.1 36.4 389 451 485 533 5B3 631 679 725 773 22.6 243 26.7 292 31.6 34.0 363 38.7 350 026 27.1 524 29.1 578 252 50 029 30.1 578 321 638 31.9 51 0.32 33.2 634 35.2. 700 35.0 10 52 D.35 11.10 362 688 382 760 38.0 53 0.38. 392 742 41.2 820' 41.0 54 0.41 421 794 44.1 878 43.9 55 0.44 45.1 848 47.1 938 46.9 56 047 48.0 900 50.0 996 49.8 350 028 34.8 672 373 741 37.1 50 031 38A 736 409 813 40.7 51 034 420 801 44.5 885 44.3 12 52 0.37 1320 45.6 us 48.1 957 479 53 0.40 492 931 51.7. 1029 515 54 0.43 529 996 553 1101 55.1 55 0.46 563 109 SBA 1171 58.6 56 OA9 99 1123 624 1243 622 Standard Dimensions and Weights per ANSllAW WA C 151 "'Average walgta W fbcd sf w 1n tables Induces the weight of the ben Pressure & Special Thickness Classes (continued) 250 0.7a' 40.4 798 443 R79 488 Son030 _ 433 'a50 ,q2 937 469 . 350 0.31 44.7 875 48 R 965 483 50 033 475 926 51.4 1021 sin 14 51 036 51.7 1001 55.6 1105 55.3 52 039 15-30 559 1077 598 1189 S9.5 53 0 42 60.1 1153. 64.0 1273 63.7 54 0.45 64.2 1226 68.1 13SS 67.8 55' 0.48 684 1302 72.3 1439 72.n 56 051 725 1376 76.4 1521 76.0 250 030' - 493 973 SO 1971 53.6 300 032 575 1030 57-2 1135 56.8 350 5D 034 55.8 1090 60.6 1201 60.1 16 51 037 17.40 60.6 1176 653 1297 64.9 52 0.40 65.4 1263 702 1393 - 69.7 53 0.43 70.1 1347 74.8 1487 74.3 54 0.46 749 1434 79.7 1583 792 .. 55 0.49 797. 1520 84.4 16n 84.0 250 031 300 0.34 350 ' 038 50 035, 18 51. 0.38 1950 52 0.41 53 0.44 54 0.47 55 0.50 250 033 300 50 036 350 038 20 51 0.39 52 0.42 53 0.45 54 0,48 55 051 250 300 350 24 b7.2 1129 627 1243 621 626 1226 68.1 1351 67.6 662 1291 71.1 1423 712 64A 1256 69.8 1397 - 69.4 69.8 13M 75.3 1495 74.8 752 1453 80.7 1603 802 80.6 1550 86.1 1711 85.6 86.0 1647 915 1819 91.0 913 1743 96.8 1925 963 73.5 U36 79.7 1583_ 792 - 77.5 1500 83.8 1663 93.1 21.60, 795 1544 85.8 17703 852 85.5 1652 91.8 1823 912 915 1760 97.7 1943 972 97.5 1868 103.7 _ m 1032 IMA 1974 109.7' 12 81 109.1 037 905 1771 0.40 97.7 1901 0.43 1049 2031 038 929 1815 0.41 25.80 100.1 1944 0,44 ' 1073 2D74 0.47 114.4 40 ' 050 121.6 2331 0.53 128.8 2461 058 1359 2589 Standard Dimensions and Weights per ANSUAWWA C151 " "Average weight per foot shown in tables includes the weight of the bell 19S2 97.6 2096 lab 22.40 11z0 2000 100D 2144 z= 1072 114.4 2430 1215 2574 128.7 2716 135.8 2B60 143.0 Compact Mechanical Joint Ductile Iron Fittings Griffin compact ductile iron fittings are manufactured from high-sUxitgth, impact resistant ductile iron that offers a great mar- gin of safety'agatrut service failures and provides increased resistance to damage mused by rough handling during shipment or ImtaTlation. Compact fittings are manufactured and tested in accordance with AW WA standard C-153 and possess theQDo)ying minimum mechanical properties: ((.,� , e Tensile Strength: 70,00O .psi ✓(�N1, • Yield Strength: 50,000 psi 91P • Elongation: 5% The benefits of these properties are realized when compared with those of gray (cast) Iron fittings that possess a tensile strength of only 25,000 psi and virtually no yield strength or elongation Compact fittings offer a lighter, more economical fitting capable of withstanding high Internal presures and heavy external loading. Another important feature is full -flow diameters. the resulting benefit is reduced head loss and lower pumping costs. Griffin compact mechanical joint ductile iron fittings are available in nominal sizes ranging from 4' through 36- diameter with various size and joint awdigurations. AD Griffin mechanical joint fittings have working pressure ratings of. 350.psi. Grtfff compact push -on joint fittings are available in 30' through 42• diameters and are manufactured with integral SNAP_ LOK restrained joint bells allowing them to be used in either a restrained or non -restrained connection. 30' - 42' push -on joint fittings have rated working pressures of 250 psi and utuize the FASTTTE• gasket system. 24' push -on joint fittings have rated working pressures of 350 psi and utilize the TYTON' gasket system All Griffin compact fittings are cement mortar lined and asphaltic mated per AWWA C104 unless otherwise requested by the purcha=. Additional Benefits... Underwriters Laboratories Inc. (UL®) Listed Griffin mechanical joint fittings through 16' diameter are ULm Listed for use in fire protection systerm. National Sanitation Foundation (NSF®) Griffin compact mechanical joint and push -on joint fittings are listed under Part 61 of- ANSIINSF'for drinking water products. Linings and Coatings for Mechanical Joint -and Flanged�-ittings Cement Lining The standard. lining material for ductile iron mechanical joint and flanged fitting is cement -mortar as specified on the ANSUAW WA C 104 A21.4 standard. Cement lining have been used In cast and ductile iron pipelines since their introduction In the 1920's. Ali Griffin ductile iron fittings are supplied with a. cement mortar lining unless otherwise specified by the purchaser. AsphalticSeal Coat c ^. Flttings,tnanufactured by Griffin are supplied with an asphaltic coating covertrig the cement mortar, lining. The seal coat is applied-shortlyaftei the application of the cement lining and helps minimize moisture loss during the hydration of the cement `This auto a controlled cue of the mortar. Additionafiy, it minimizes leaching of the ttment by aggressive waters. Leaching could cause a rise in the pH level of the water. The application of the seal coat is optional unless otherwise specified. While Y cement linings can normally tolerate service temperatures up to the boiling point of water, seal -coated lining should not exceed 1507 due to the softening point of the seal coat Asphaltic Lining If requestedby the pumhas'1. Griffin can supply fitting with a minimum I -mil thick asphaltic lining in lieu of the standard cement lining. Temperature exposure limit is 1507 for asphaltic lining. Unlined Griffin can supply unlined fitting for special applications that may require non-standard or specialty lining materials.. Specialty Linings Customers may request special linings not normally supplied by Griffin Such linings might include fusion -bonded epoxy, Type V sulphate -resisting cement. glass or polyurethane among others. Griffin can supply pipe to the applicators of specialty lining and provide technical assistance to customers in regard to the proper lining material. Exterior Coating Mechanical joint fittings are supplied with an asphaltic coating unless otherwise specified by the purchaser. Flanged joint fit- ting are supplied with a red epoxy coating. Mechani6al Joint Griffin Pipe Products Co. page 3 of 16 Mechanical Joint Dimensions per AN51/AWWA C111/A21.11 . 3 3.96 250. - 4.84 4.94 4.06 6.19 7.62 OM 4 4 4.80 2M 5.92 6.02 4.90 7.50 9.06 9.12 : • 0.60 4 6 6.90 Z50 8.02' `• 8.12 7.00 9.50 11.06 11.12: ='• 0.63 .. 6, 8 .. 9.06 250 10.17 1027 US 11.75 13.31 13.37` . OE6. 10 .11.10, 2.5D 1222 12.34 1120 14.00 15.62 0.70 8 12 1320 25D 14.32 14.44 13.30 1625 17A 1798 0.73. 8 14 15.30 3.50 16.40 1654 15.44 18.75 20.25 2025 0.79 10 16 17.40 3.50 18.50 18.64 1754 21.00 2250 2250 0.85 12 18 19.50 3.50 20.60 20.74 19.64 2325 24.75 24M 1.00 12 20 21.60 3 50 2270 22.84 21.74 25M 27.00 27 08 , 1.02 14 24 25.80 350 26.90 27.04 25.94 30.00 3150 3158 1.02 16 30 3200 4.00 3329 33.46 3217 36,58.. . 39.12. 39.12 1.31 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2B 48 . 50.80 4.00 5209' : S126 : 5097 57.50 60.00 60.00 1.45 32 Mechanical Joint Bends CA53 Class 350 MJxMJ T " _A� 1 r� LAB 90' Band 45• Bend 221/2' Bond MJ x PE "V 414' "t—j 450 Band 221/z' Bond 111/4• Bend waWt slwn b ft w Od lar fidNp wn m6dom W Rmnrcbm Vf@W dw rot I I I ®at thi6rp v rmsorloa Now As wanpdow 3r-Cd for manab r Mechanical Joint' Tees .v C-153 Class 350 11 MJ x MJ Tee MJ x FE Tee MJ x Swivel Tee 4 x 4 U-" 0.34 4 4 32 6' x 4' 0.36 0.34 4 5 46 6' x 6' 036 0.36 5 5 10 8 56 67 68 8' x 4' 038 0.34 4 61h 60- 8' x 6' 038 036 5 61h 11 9 72 86 92 8' x 8' 0.38 0.38 61h 61h 86 10' x 4' 0.40 0.34 4 71h 78 10' x 6' 0.40 036 5 Ph 121h 11 90 106 109 10' x 8' 0.40 038 61h 71h 105 10' x 10' 0.40 0.40 Th 71h 120 ' 17 x 4' 0.42 0.34 4 83A 94 17 x 6' 0.42 036 5 83A 131h 12 110 117 113 17 x 8' 0.42 0.38 W12 83A 125 12' x 10' 0.42 0.40 Th 8114 140 17 x 1T 0.42 0.42 8314 83f4 160 14' x 4' 0.47 0.34 51h 10112 172 14' x 6' 0.47 0.36 61h 10112 121h 14 182 205 183 . 14-x6'`,.0.47... 038 . 71h 101h`:'PO6 - . .- ..: 14'x 10':::r 0.47:. 0.40 . . 81h 10112 228 ., 14' x 17 0.47 0.42 91h 10112 234 14' x 14' 0.47 0.47 101h 101h 280 i6' x 6" 0.50 0.36 61h 121h 228 16'x 8' 0.50 038 71h 12112 131h 15 248 224 233 16' x 10' 0.50 0.40 81h 17h 264 18' x 17 OSO 0.42 91h 121h 280 16' x 1 r 050 0.47 10% 121h 316 16' x 16' 0.50 0.50 111h 121h M WWgW d= o01 k=klda ewp > aaaoarlaa NOW AN 2Mnp m Wa papa -«p for araYEOxy Mechanical Joint Tees, C-153 Class 350 (Continual) MJxMJTee MJ x FIE Tee MJ x Swivel Tea 18' x 6' 054 0.36 61h 12112 141h 16 Z75 - 224 233 18' x 8' 054 , 038 Th 121h 295 18' x 10' 054 0.40 81h 12112 315 18' x 17 0.54 0.42 91h 121h 335 18' x 14' 054 0.47 101h 121h 38D 18' x 16' 054 050 111h 12112 405 18' x 18' 054 O.S4 121h 121h 435 2D'x 6' 057 038 61h 14 16 1Th 315 340 360 2D' x 8' 0.57 038 a 14 345 20' x 10' 0.57 0.40 9 14 370 20'x 17 057 0.42 10 14 395 2P x 14' 057 0.47 11 14 440 20' x 16' 0S7 O50 12 14 465 20' x 18' 057 054 13 14 505 20' x 2D' O57 057 14 14 535 24' x 6' 061 0.36 7 16 211h 19 415 46D 458 24' x 8' 0.61 0.38 a 16 445 24' x 1O' 0.81 0.40 9 16 470 24' x 17 0.61 0.42 10 46 S00 24' x 14' 0.61 0.47 11 16 550 24' x 16' 0.61 O50 12 18 580 24' x 18' 0.61 054 13 16 625 24' x 20' 0.61 057 14 16 66O 24' x 24' 0.61 0.61 16 16 72D 30' x 20' 0.72 0.61 161h 2D 995 30' x 24' 0.72 0.72 22 20 1060 30' x 36' 0.72 0.72 22 2D 1323 36' x 24' OR 0.72 16 231h 1498 36'x 3P 0.77 0.72 2D 231h 1555 36' x 36' 0.77 0.77 231h 23'h 19M wdpn dm nol b=kW* mim nnIrV m carswhc NoW Al MnP abo.a Sr-Cal4ar mbbft Mechanical Joint Tees C-153 Class 350 l;;qqqRLLed MJ x MJ Tee MJ x FE Tee , MJ x Swivel Tee 47 x 24' 022 0.61 20 V12 22T0 42' x 36' 0.82 0.74 30 30 mm 42• x 4r 0.92 0.82 30 30 3175 48' x 16' 0.90 0.61 23 32 2650 48' x 24' 0.90 0.61 23 32 2870 ' 48' x 30' 0.90 0.66 23 32 3050 48' x 36' 0.90 0.74 331h 32114 3900 48' x 48' 0.90 0.90 331h 331h 4250 Wawd dm not - I - caarrd mft or momsorlm Noh Ad ftftp aI 3r - cad for mftbW4r Mechanical Joint Crosses C-15.3 Class 350 -6' x 4' 039 0.35. S+A 6 99 g x 6' 039 037 6, 6 100 14' x 6' 051 0.45 71h 10112 259 21r x 6' 0.57 440 20' x 12' 057 556 2Ir x 21r 057 row 24'x!r 0.61 500 24' x 12' 0.61 620 24' x I 0.61 720 24' x 16` - 0.61 666 24' x 20' 0.61 1014 24' x 24' 0.61 1036 30' x 30' 0.66 22.00 2200 1640 36' x 36' 0.74 26.00 26.00 2655 WWgtd does not 6wLda ow wd 0ft a accasorla. NoW A196hgs Wore W • Ca0 fw waxW01t7 Mechanical Joint Tapped Class 350 a. v4 ! t w �R 6' 0.37 6 3 37 r 0.39 6 4 51 10' n I0 F A t. 140.51 6 4 1Z7 _. 16' 052 6 4 149 WaWd does not kwkmk owned bft or aocetsaln. Nato Al amngs on this paps -w IN nWbbnq t R T MJ x MJ Mechanical Joint Reducers C-153 Class 350 T ' ' T, W MJ x SEB VYMgM dm not bduda amud &dng w amssoem NoW AA BMWs .bow 3r- Ca tar.raW Wny MJ x LEB PE x PE C-153 Class ji!�O (Continued) r7L -771 TI MJ x MJ MJ x SEB MJ x LES view* does rmt kchdo cei'md ftvwwcenodm Hatw AA M&W MbM Nr - C&I for wWbbRy VON PE x PE Mechanical Joint Sleeves C-153 Class 350 T T 1 I Short Long r 0.35 75 12.0 28 33 r 038 75 120 38 46 tr 0.40 ' 75 120 49 62 it 0.42; 75 120 56 76 14' 0.47 95 15.0 ' Ili 140 2P 10.61 9.0 15A .255 335 V 0.72 15.0 24.0 500 640 36' 0.77 15.0 24.0 725 93 47 0B2 15.0 24.0 877 1390 Mechanical Joint Duo -Sleeve C.Z_� (Dual-Purpose Sleeve)Class 350 Many older pipelines that are still In service were constructed with cart (gray) iron pipe. Prior to the introductt `u- gal casting, and the adoption of standardized dimensions in the waterworks industry, pipe were produced by "pit casting 'meth- ods. Pit met pipe had a larger diameter (OD) than currently manufactured ductile Iron pipe. While the older type of pipe Is no longer manufactured, It is sometimes necessary to connect a new ductile iron pipe or fitting to the older lines. The Griffin Duo -Sleeve is designed with a larger Inner diameter for use on older pipelines of cast iron with oveisizeddiameters (O.D.). The Duo -Sleeve allows cutting into and adapting to the older pipelines with newer ductile iron pipe, fittings or vahv . The current C153 compact mechanical Joint ductile iron sleeves will not adapt to the oversize cast iron pipe. The DuowSleeve has larger dimensions in the gasket/gland area and will fit oversize pipe as well as new ductile iron pipe. The Duo -Sleeve requires the use of a special Duo -Gland that is supplied with each Duo -Sleeve. The gasket is the current C111 mechanical Joint gasket (gasket not supplied with the fitting). IL Noh: A6 6akrps abo+a sr- Cab tar rvdably Ir 4.80-5m 0.35 12.0 5.12 .23 r 6M - 7.10 0.37 120 722 49 r 9.05 - 9.30 0.39 12.0 9.42 65 1r 11.10 -11.40 0.40 120 1152 66 12' 132D -13.50 0.43 12.0 13.62 Ill Adapters Class 250 Flange and Plain End L—I T I 1 T MJ x FE FE x PE 4' 035 6 12 24 24 r 037 6 12 36 33 r 039 _ . 6 12 52 52 1r 0.41r 6 , 12 67 69 12' .; ' 0.43 6 r : 12 80 88 A4'' 051• '- 6 V 12 128 IV 1r •' • 052 6 . " 12 165 149 Push -On Joint Plug Class 350 4' 0.46 r 8 r 0.46 r 17 r 0.46 P 25 -.1Q 056 r 34 17: - 056 4' 48 14' 056 4' 110 .10, 0.70 4" 99 1r 0.75 4' 190 2D' 0.60 4' 220 24' 0.89 4' 315 Noes Al 0ntrpa m Mk pop -G0 for mB*ft Solid % Tapped Mechanical Joint Wyes (45e Laterals) Class 350 r 4' 039 035 0.50 13.00 93 r _ 6' 039 037 2.00 14.50 116 6' r 0.39 039 350 16.00 130 10' 4' 0.41 035 0.00 15-00 114 16' 6' 300 16' 6' 349 30' 24' 1575 36' 36' _ 2260 Wright does not kck& mment Oning or amessodes. NOW A0 MW above 3r • Cal to mbbmy NotmTapphg Inks lager than r to a flat plug or cap can reduce tM shvpth of ft frfling. Mechanical Joint Caps and Plugs C-153 Class 350 111-0 4' Dimensions Plug 0.34 fn) Cap 034 fin T Minimum 10 Cap 10 _ 6' 0.38 0.36 4' 21 19 8' 0.38 0.38 4' 29 Z7 10' 0.40 0.40 4' 42 36 1T 0.42 0.42 4' 57 45 14' 0.47 0.47 4' 87 67 16' OSO 0.50 4' 104 93 18' 0.54 0.54 4' 164 122 20' 0.57 0.57 4' 153 162 24' 0.61 0.61 f 202 202 30' 0.66 0.66 4- 495 491 36' 0.74 0.74 4' 858 876 4Z' 0.92 0.82 r 1067 893 48' 0.90 0.90 • r 1313 1076 r {1v. >r At _ MJ SolidlTapped Plug MJ SolidlTapped Cap Note: AO MB+0a above 30• • tall 6r ara0ab01g41ote:7apptng hales tugs Run r in'a Rat phg or cap canreduce to atragth of the fit ng. Griifin Pipe Products Co. CI�NI'•eII I ......� A .I AC Ductile Iron Flanged Fittings Griffin ductile Iron flanged fittings are manufactured from high -strength, impact resistant ductile iron that offers a great mar- gin of safety against service failures and provides increased resistance to damage by rough handling during shipment or Installation. Flanged fittings are manufactured and tested In accordance with AWWA standard C-110/A21.10. Flange dimensions conform with ASIvfE B16.1 class 125. All Griffin ductile iron flanged fittings possess the following minimum merhanid.properties in conformance with ASI'M A-536: -Tensile Strength: 70,000 psi • Yield Strength: 50,000 psi • Elongation: 5% The benefits of these properties are realized when compared with those of gray (east) iron fittings that possess a tensile strength of only 25,000 psi and virtually no yield strength or elongation. In addition, each Griffin flanged fitting is hydrostatically test- ed to 1.5 times Its rated working pressure. . Griffin ductile flanged fittings are available in 2 through 36' diameters. All flanged fitrings have rated working pressures of 250 psi. All flange faces are machine -faced to provide the proper finish, thickness and tolerances. The laying length of each flanged fitting is in accordance with AWWA C110 for ductile iron fittings. All Griffin flanged fittings are cement mortar lined per AWWA C104 and are either epoxy primed or asphaltic coated on the exterior surfaces as requested by the purchaser . Bare fittings and special linings are available on special requesL Certifications: Underwriters Laboratories Inc. (ULO) Listed Griffin mechanical Joint fittings through 16' diameter are ULm Listed for use in fire protection systems. National Sanitation Foundation (NSFA) Griffin compact mechanical Joint and push -on Joint fittings are listed under Part 61 of ANSI/NSF for drinking water products. tc,E�jV JUN 2 ? 201I o- Griffin Pipe Products Co. Flanged Joint Dimensions per. ANSUAWWA C11O/A21.1O . Fitting O.D. Size (in.) (in.) (in.) Diameter Size of 7 6.00. 4.75 0.62 0.75 %x2114 Bolts 4 21h' 7.00 5.50 0.69 0.75 11a x 21h 4 3' 7.50 6.00 0.75 0.75 %x 21h 4 4' 9.00 7.50 0.94 0.75 % x 3 81 S 10.00 8.50 0.94 O28 3h x 3 8 S 11.00 9.50 1.00 0.88 3h x 31h 8 8 1350 11.75 1.12 0.88 3A x A 8 Ur 16.00 1425 1.19 1100 'hx4 V. 12 19.00 17.00 125 1.00 'h x 4 12 14' 21.00 18.75 1.38 1.12 1 x 4'h 12 23.50 2125 1.44 1.12 1 x4112 16 18' '" 25.00 22.75 1.56 125 1'h x 5 16 20' 27.50 25.00 1.69 125 11hx 5 20 24'- 3200 2950 1A 1.37 1'hxSh 20 `br Ur 38.75 36.00 2.12 1.37 1'14x61h 28 36' 46.00 42.75 2.38 1.62 11hx 7 32 Bends ' 90' Bends (1/4) 22+/2° Bends (Vis) tA1rA7 T R 450 Bends (Va) 111/4° Bends (1/32) �AjrA� rquvmff-:x _e 9W Base Bends (+/4) 90P Long Radius Base t Bends 1 T 90a Long Radius Bends T Fitting Size On.) Weight OLIS.) A T 20 810 29.00 .80 24 1240 34.00 m 90� Long Radius Reducing Bends A— T. Fining 40 -32 - 9.0 052 - 048 6:4 61 115 0S5 0.52 8 z 6 110 14.0 0.60 0.55 Flanged page 5 of 16 900 Reducing Bends Fining 3x2 22 55 4.0 .48 .31 40 3 29 6.6 45 52 48 60 3 45 8.0 60 S5 .48 6 x 4 55 8.0 6.0 55 52 6 x 5 65 8.0 6.0 55 .52 B x 4 75 9.0 70 .6D S2 8 x 5 80 9.0 7D AD .52 B x 6 85 9.0 7.0 .60 55 10x4 110 11D 9D .68 52 10 x 6 135 11.0 9.0 .GB .55 10 x 8 150 110 90 .63 .60 12x4 140 12.0 10.D .75 52 12 x 6 160 120 10.0 .75 .55 12 x 8 180 120 10.0 .75 .60 12 x 10 210 120 10.0 .75 .66 14 x 6 144 140 11.5 .68 55 14 x 8 2D0 14.0 11.5 .66 AD 14x.10 240 14.0 115 .66 .85 14 x 12 Z711 14.0 115 .66 .75 16 x 6 22D 15.0 12.5 .70 .55 16 x 8 240 15.0 125 .70 .60 16 x 10 250 15.0 125 .70 .68 16 x 12 310 15.0 125 .70 .75 16 z 14 330 15.0 12.5 .70 .66 1R X 6 260 US 14.0 .75 155 18 x 6 25D 185 14.0 .75 55 18 x 8 2D0 16.5 14.0 .75 .60 18 x 10 32D 16.5 - 14.0 .75 .68 18 x 12 350 16.5 14.0 .75 .75 18,x 14 370 16.5 14.0 .75 .66 18 x 16 410 165 14.0 .75 .70 20 x 6 32D 1&0 155 m 55 20 x 8 345 18.0 15S m .60 2D x 10 385 1&0 155 .80 .68 2D x 12 415 18.0 155 .80 .75 2D x 14 435 18.0 155 .80 .66 20 x 16 475 18.0 15S AD .70 20 x 18 - 515 1B.0 15.5 .80 .75 24 x 6 480 22.0 18.5 .99 55 24 x 8 5DS 22.0 185 .89 .60 24 x 10 545 22.0 18.5 .99 .68 24 x 12 575 220 185 .89 .75 24 x 14 595 22.0 185 D9 .68 24 x 16 635 220 185 D9 .70 24 z 18 675 220 185 .89 .75 24 x 20 740 22.0 185 39 DD 30 x 12 840 25.0 21.5 1.03 0.75 3D x 14 860 25.0 215 103 0.66 30 x 16 9D0 25.D 215 1.03 0.70 30 x 16 940 25.0 215 1.03 0.75 30 x 20 10D5 25.0 215 1.D3 0.80 30 x 24 1165 25.0 21.5 1.03 0.89 36 x 12 1195 - 211.0 24.5 1.15 0.75 36 x 14 1215 28.0 24.5 1.15 0.66 36 x 16 1255 3.0 24.5 1.15 0.70 36 x 18 1295 28.0 245 1.15 0.76 36 x 20 136D 21L0 24S 1.15 0.80 36 z 24 1520 28.0 24.5 1.15 O.89 36 x 30 1795 21L0 24.5 1.15 1.03 Return Bends Filling 4 60 10 &5 052 6 95 12 8.0 0.55 8 165 18 9.0 0.60 10 26D 2D 11.0 0.68 12 395 24 120 0.75 Side Outlet Bends Fiffina ��. "• .� A I 4 60 6.5 0.52 6 96 8.0 0S5 8 150 9.0 0.60 + 10 235 11.0 0.80 12 335 12.0 0.87 A 14 .470 14.0 0.66 16 620 15.0 0.70 18 750 165 0.75 2D 970 18.0 0.80 24 1510 22.0 0.89 f Side Outlet Tees I 4 82 6.5 0.52 6 135 8.0 0S5 8 210 9.0 0.60 10 330 11.0 0.00 12 470 120 0.87 14 650 14.0 0.66 16 850 15.0 0.70 - 18 1040 163 0.75 ' 20 1330, 18.0 0.80 24 2080 220 0.89 01 . Tees - Equal Opening i--H 2 H Tees - Reducing on Run Base Tees Bullhead Tees I Reducing Tees A Griffin Pipe Products Co. L74mm C1.- A mmme Q of 19 Crosses - Reducing Crosses - Equal Opening 38 352D 28.0 28D 1.15 U x 8 425 U.0 14.0 .66 m U x 10 46D 14.0 14.0 .66 m U x 12 555 14.0 14.0 .66 .75 18x8 490 15.0 15.0 .70 .55 16 x 8 52D 15.0 15.0 .70 .60 16 x 10 555 150 15.0 .70 .6B 16 x 12 605 15D 15.0 .70 .75 16 x 14 700 15D 15.0 .70 .66 18 x 6 SOS 13.0 155 .75 55 1818 535 13.0 155 .75 AD 18110 56D 13D 155 .75 .68 18 x 12 610 13D 155 .75 .75 18 x U 720 165 165 .75 .66 18 x 16 8B0 165 165 .75 .70 20 x 6 05 14D 17.0 D0 S 20 x 8 665 14D 17.0 .BD .80 2D x 10 695 14.0 17.0 .80 58 20 x 12 735 14.0 17.0 .80 .75 20 x 14 745 UD 17.0 m D6 a Z7 Reducers. - Concentric T L -1 1I_ TI, Griffin Pipe Products Co. Flann4arl nano 11 of 1f, Reducers - Eccentric rT L T1 4x3 3D 7 52 .4 5x3 3B 8 52 .48 5x4 40 8 52 .52 6x2 35 9 55 31 6x2112 38 9 55 31 6x3 40 9 55 AB 6 x 4 45 9 55 52 6x5 50 9 55 m Bx3 60 11 .60 AB Bx4 65 11 50 m B:5 70 11 50 52 Bx6 75 11 .60 .55 10 x4 B5 12 m 52 10x6 9D 12 .68 55 10 x B 110 12 .68 .60 12 x 4 120 14 ]5 52 a 45* Lateral wyja 45* Reducing Lateral Wyes I True Wyes Straight Flare Pieces L■ T �1 ~L---] Fitting 3 2D .40 750 8 6 ' 4 30 .40 980 8 6 6 40 .45 11D0 8 6 6 70 , .53 1350 10 6 10 95 055 ISM 10 10 12 155 0.60 19M 12 12 14 165 0.65 21.OD 12 14 16 240 0.70 2350 16 18 18 275 0.75 25.00 16 18 20 355 080 Z750 18 20 24 480 090 3200 16 24 30 1100 U7 38.75 24 30 36 . USD 119 46.00 24 36 Fitting 4 S - 52 52 65 3.0 6 S 55 55 8.0 3.5 8 140 A .60 9.0 45 10 2D5 .fib a 11.0 5.0 12 300 .75 .75 12.0 55 900 Flare Bends Filling Size (in.) %!eight (1D5,) T C A 8 1 1 1 4 40 0.40 900 65. 120 6 70 0.45 11.00 8.0 12D 8 110 053 1350 9.0 14.0 10 175 055 16.00 11.D 17.0 12 245 OAD 19.DO 12.0 18.0 14 340 0.65 ' 21.D0 14.0 2D.0 16 460 0.70 23.50 15.0 21.0 18 56D 0.75 25.00 165 22.5 20 70D 080 2750 1&0 24.0 24 1100 090 32M 22.0 28.0 30 1840 1.07 33.75 25.0 320 36 270D 1.19 46.00 28.0 35.D Blind Flanges, I f -1-T 0 v 10" and Smaller I v —T 12" and Larger Flange Fillers. Cast Iron Only.'`. Methods of Designating Location of Tapped Holes for Drains When Specified R E Y Y K G M F T T N Kru 90-ELROW STRAIGHT SQE R R V V E Y Y K MTT N 90° ELBDW REDUCING S¢E - Iff :• E IL'_ d U 1511 eGl ids edi e E G Y T K G 5 G 5 E K F T F T F T F T FRONT VIEW SIDE VIEW FRONTVIEW SIDEVIEW SIDE OUTLET 90-ELBOW SIDE OUTLET TEE STRAIGHTSRE STRAIGHTSV G E ft R K M F T T 90° BASE ELBOW EH � K G N F K TRUE -r- H L G M E J P K F N CROSS REDUCING SLZE H R R' G G $ F T T N 4V LATERAL STRAIGHT SIZE 1 ,J IZI R T T R E K E K � F N T R R T BASETEE DOUBLE BRANCH ELBOW R R Xy X G E 5 K N Z y F T T N F H N K F G H N N K 5 R R 5 T 45-ELBOW REDUCER F(rFNTR)f'RFDIIFR Tapping and Bosses Holes may be drilled and tapped in the wall of fittings if the wall thickness will provide effective thread length as shown in table 4.1. a TABLE 4.1 DRAIN TAPPINGS d 1 and Al ThreadTable N'lininturn •n. Length of 0.41 in 0.53 in 0.55 in ' 0.68 in Thread'A' (10.3 turn) (13.5mm) (13.9mm) (17.5mm) Length of 0.71 in 0.72 in 0.76 in Thread'A' (17.9 mm) (18.3mm) (19.4mm) These lengths are in accordance with the effective thread length as required in ANSI B2.1. If the tapped hole required is too large to be accommodated by the standard fitting wall thickness, an integrally cast boss may be required to provide the neces- sary thickness for tapping. In addition, it may, be necessary to integrally cut a flanged boss to accommodate larger sized holes that are impractical to thread. In this case a boa the size of a flange shall be integrally cast. The hole shall be cored or drilled at the manufactvms option. The flange boa shall be faced and bolt holes will be drilled and tapped. The bolt holes shall be blind tapped as to not interfere with the fitting wall thickness. i�vorn -�ri°errea ,�45 � �� PTp� Cor�axaiioxx �' ` i Product Description: AW WA C-900 Municipal Water Pipe North American Pipe's AVJWA G9D0 PVC product line is manufactured to meet the needs of modem municipal water distnbution systems. With top quality raw materials and modem processing technology North American Pipe's C-900 pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe's G9OO pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of CIOD pipe in DR-14, DR-18, and DR-25 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe 'Right On Time, All the Time'. AWWA C900 ASTIVI D1784 ASTM F477 ANSVNSFI4 PPI TR-3 UL 1285 ASTM D3139 ANSUNSF 61 FM 1612 AiWLYy. ...�..._. 9 FM rerl u AWWA C-900 Municio 0 Water 2801 Post Oak Blvd. I Suite 600 1 Houston I TX 177056 Phone: 713.840-7473 Toll Free 800.999-7473 Fax: 713-552-DO87 TYLER UNION® ADAPTER FLANGES (EZ OR UNI) 3 3.96 4.94 4.06 .94 7 4 4.80 6.02 4.90 1.00 10 8 9.05 10.27 9.15 1.112 22 11.10 12.34 11.20 1.19 30 1 114.44 131.25 40screwsI set sews am are s/.' BO lb. torque head - Recommended for Ductile Iron Pipe -Ic{- Class 53 thru Class 56. DUCTILE IRON CI 10 FLANGED FITTINGS DUCTILE IRON ADAPTER FLANGE See Index for Inctnllnfinn Inctn,c ions Rated No. of No, of Bolt Working Set Bolt Bolt & Sim Hole She Pressure Screws Circle Nuts of Bolt Diu. 3 250 4 6.00 4 s/ex2'h s/. 4 250 4 7.50 8 s/lx3 3/. 6 250 8 950 8 s/«3'h '% B 250 8 11.75 8 s/W /2 10 250 12 14.25 12 7/ax4 12 150 12 17.00 12 7/R:4 10110 VAN Ill IN AS' ELv Ductile Iran D F C Pipe OD +.06 +.07 size +.D6 or -.06 -.04 -.03 Weiaht LOCATION OF TAPPED HOLES FOR DRAINS AWWA CI 10 Flanged Fittings Fittings can be supplied with taps sized and located to ANSI B16.1 and MSS-SP-45. Specify fitting size, tap location by letter (refer to drawings) and top size by NPT dimension, on order. 3e.......................1 /2' 4'-6 . ................3/4' 8-- ..................... 1-1/4' 10' - 16' ........ ,-,.1-1 /2' I S' - 30' ............ 2- 1"sI I Los I I -- -- N R R E G T s M E [ E T T N Tee, Laxkv 5m I�all��i ICI I��I I II I I II I SPECIAL TAP PRICING POLICY C.KWd1 Rgkor Ecceo, P,.&. Special taps in fittings apply to C-110 Flanged Fittings only. Flanged Fittings that require a tapping boss will have a one time $200.00 (net) set up charge per boss per position. Consult your Customer Service Representative for current special top pricing and more details. Tyler Utilities Division - 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 02/01/08 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (BDO) 226-7601 35 ASSEMBLY INSTRUCTIONS • ADAPTER FLANGE Wall Thidaless Note: 0L LISTED Recommended for ductile .iron pipe CIass153 }tiro Class 56., FM APPROVED 1. Place adapter flange and MI gasket over the plain and of the pipe with the small side of the MJ gasket facing the flange side of the adapter flange. 2. Place the pipe end against flange to be joined and slip the MJ gasket into position against the flange. Make sure the gasket is evenly seated against the flange. 3. Slide adapter flange into position against.the small (tapered) side of the MJ gasket and align the bolt holes. Insert the bolts and fingei tighten the nuts to maintain position and alignment. 4. Snug up all nuts evenly. Alternating @ 180', tighten the nuts to a torque of: 3' - 60 foot pounds; 4' thru 12' - 90 foot pounds. 5. Snug up all set screws evenly around the pipe. Tighten the Torque Head Set Screws evenly, alternating at 180 degrees. NOTE: THE TORQUE HEAD TOP WILL BREAK OFF AT THE RECOMMENDED SETTING OF 80-90 FT. LBS. MAXIMUM DEFLECTION OF JOINT (2- RETAINER GLAND LISTED Pipe Wall Thickness. thru 56. Si are 4" thru ender for duc- file iron pipe ciao 50 thru 56. Sizes 14' thru 24' are recom- mended for ductile iron pipe class 53 thru 56. N 1. Wash bell and plain end with soapy water, then slip gland and gasket over plain end with the small side of the gasket and ring side of of the gland facing the bell. 2. Slip plain end into bell. Brush soapy water on gasket. This lubricates the gasket and allows it to slip easily into place. Push.gasket into bell making sure it is evenly in the bell gasket landing. 3. Slide the gland into position against the back of the - gasket. Align bolt holes, insert T-bolts and tighten nuts to finger tight. 4. Snug up all T-boh nuts evenly. Alternating at 180', tighten the T-bolt nuts to a torque of: 3' - 60 foot pounds 4' thru 24' -' 90 foot pounds. 3-'�M Ev, aspo 5. Snug up all set screws evenly. Using a torque wrench, tighten the set screws alternating at 180' to the recommended torque value of 75 foot pounds. If required double check set screws immediately. Maximum recommended deflection of joints: 3'thru 12'-20; 141thru 301- 1' Tyler UtilBic Division • 11910 CR 492 • T1ix, Tams 75706 • (800) 527-8478 48 Union Foundry Comporry • Box 309 • Anniston, Alabama 36202 • 1800) 226-76D1 02/1011/08 Data Angn420,2W9 K T)1ff W{YW Pfoba ARRA—Amrsican MadcMamufactrowdCiaadS Ty,Iu Onion a6ert a fall prudact ha6 mdoffirtg aomnwm made to dw USA T} W Ueaa fitfings made in the USA we prodded with fhb Gumtry of Origin east Doo tart fitting ill a000sdaaoe aide ANSI(AW WA ClSIAZL53 and ANSLAW WA CIIOIA2Llq cmtmrevislo¢t' Using USEPA gaidanoe mg�rg substantial is ecrm the Section 1605 of the ARRA Act of 2f)09, as Itmy* the Moairg In 9 t R oar domesdC mrle prodacm 1) Wem all of the aumpeoeus of the raam%c�edpod mao�ctraod m(m uotted States, and was all of Me assembled imo the final fI m the U.S.7 2) Was ffm a � in the dtaraerer cr mn adthe Goad of campon�s is AmcSca7 2a) Was thetathetacbaW in the physical and/or cdeotiml XWeries of desigocd to alter duo f =ia m of the good? 2b) Did do mmn&wbnug ar Mcessing opmo6on rtwh m a d my of a padwKs) with one one iam a; I ' uft a =7 2c) Did4em mfemmftgorprooasagopcxotionread[)ntheioanoahegofthe tarrge of possrb}a uses of a multi-isse podtca7 3) Was(hverc) dle pmoess(es7 pesfoamod m do O.S. (mdodia; bat mt Limited to asscambW O=plcx and tia1T 3a). Did the picas cft a. tzdstanad ammmi d rime? 3b) Was (lane) dte pooes(d1 coW 3e) Did deer p mcss(cs) require pa y high s1611 IfVM 3(l) Dud the p oess(cs) regoise a aCdefferva proo�7 3e) Was imabstaffiaL tairm -mm in dte pwaess(cs)7 OaaIffieatim for Soation 1605'of theARRA Act of, ADO . 1) AroTykr Union Waterwods Fi4itegt made in eta USA made of has or Sted7 Y_q NQ Pa No Na No No Yea No Ya Ya Yes Pus N3 res ei EmWMEPAXWdowsQflmanufoiuragao&6re6=tecfS&fim16o5ofA,-AJWA Adofm09trykrfbion WaB ftmmmfaotmaisamya4fmdiAaoovnI wft&vARlt4Advf2WPftrycwARRA Watentavhs pr*af# fi'ta Uafoa ognapodmm awde w the M4 mdfrm do Rep d& efch)aa. Be=m to spcpfj made fa 9+e VM vAmpbong m wderfao yv=ARRd pvjed(* fkla mW ea &uccubMfj dwmWb aQ arde sy Pmducl Toter. Umoa�WA waSs`7ee Senx6Mtnager 10 Division ?� 17 Td. (903) 982-2313 Sob=R)ed and Swom to befoor�e..rtte this the MA day of 0�09 A /O�i . ��itn'La+S�hA�cdS. Notary Pubw . Tab docaramt b said 9 m6ditkd Is my rnamaer 11910CAm.T5#, Tom 7sto6.(Ms 74M 130e Wt7 SL. A.61mLAL.3MI 4(tan)226.7401 wrmmw xolta e'ooeatasoa aamu te..Ww dtfr. o,wmd mWEL L-J11J YOU ARE HERE: Home > Welbend Catalog > Flanges > Class 150 Dimensional Specifications Class 150 Steel Pipe Flanges DIMENSIONAL SPECIFICATION r a� IL°,'all ".gfl pq ^�i�=ql • �� ��L ilk 'q 7 ,:ql O c X A Y Y Y T B1 B B2 r D OWkle iemete hroad Wsld Lap- PI p° Iamato Ickn Iamalo of nad Lap- Weld Slip -On, La o- neck / Joint Dopth M S� of of Flange, of Weld Slip " Joint Neck d Imam Joint Seckat Flange Sockot Flange Minimum Hub neck Minimu� Minima weld Radius 112 3.50 0.44 1.19 1 0.84 1 0.62 0.62 1 1.88 1 0.62 0.88 0.90 0.62 0.12 0.38 314 3.88 0.50 1.50 1.06 0.62 0.62 2.06 0.62 1.09 1.11 0.82 0.12 0.44 1 4.25 0.56 1.94 1.32 0.69 0.69 2.19 0.69 1.36 1.38 1.05 .0.12 .0.50 1 114 4.62 0.62 2.31 1.66 0.81 0.81 2.25 0.81 1.70 1.72 1.38 . 0.19 - 0.56 11/2 6.00 0.69 2.56 1.90 0.88 0.88 2.44 0.88 1.95 1.97 1.61 0.25 0.62 2 6.00 0.75 3.06 2.38 1.00 1.00, 2:50 1.00 2.44 2.46 2.07 0.31 0.69 21 /2 7.00 0.88 3.56 2.88 1.121 ' 1:12- 2.75 • 1.12 2.94 2.97 2.47 0.31 0.75 3 7.50 0.94 4.25 3.50': '1.19 1.19 2.75 1.19 3.57 3.60 3.07 0.38 0.81 31/2 8.50 0.94 4.81 4.00ti 1.25 1.25 2.81 1.25 4.07 4.10 3.55 0.38 4 9.00 0.94 5.31 4.50' 1.31 1.31 3.00 '1.31 4.57 4.60 4.03 0.44 5 10.00 0.94 6.44 5.56, s 1.44 1.44 3.50 1.44 5.66 5.69 5.05 0.44 6 11.00 1.00 7.56 6.63 A.56 - .1.56 3.50 1.56 6.72 6.76 6.07 0.50 8 13.50 1.12 9.69 8.63 1.75 1.75 4.00 1.75 .8.72 8.75 7.98 0.50 10 16.00 1.19 12.00 10.75 1.94 1.94 4.00 1.94 10.88 10.92 10.02 0.50 12 19.00 1.25 14.38 12.75 2.19 2.19 4.50 2.19 12.88 12.92 12.00 0.50 14 21.00 1.36 15.75 14.00 2.25 1 3.12 5.00 2.25 14.14 14.18 13.25 0.50 16 23.50 1.44 18.00 16.00 2.50 3.44 5.00 2.50 16.16 16.19 15.251 0.50 18 25.001 1.56 19.88 118.00 1 2.69 3.81 5.50 2.69 18.18 18.20 17.25 1 0.50 20 27.50 1. 99 22.00 120.00 1 2.88 4.06 5.69 2.88 20.20 20.25 19.25 0.50 24 32.00 1.88 26.12 24.00 3.25 4.38 6.00 1 3.25 24.25 17A.25 171.25 1 0.50 Class 150 Series A The flanges below, from 30" - 48", conform to ASME B16.47 Minimum http://www.weldbend.com/Flanges/Class%2o15o/classl5odimspec.ht n 12/10/2009 Nominal Pipe Sae Outside Diameter of Flange Minimum Thickness Of Flan a Length Through Hub Diameter of Hub Hub Diameter Top Raised Face Diameter Fillet Radius r, Weldneck Blind 30 38.75 2.94 2.94 5.38 30.75 30.00 33.75 0.44 36 46.00 3.66 3.56 6.19 36.75 36.00 4025 0.50 42 53.00 3.81 3.81 6.75 43.00 42.00 47% 0.50 48 59.50 4.25 425 7.56 49.12 48.00 53.50 0.50 Class 150 Bolt Pattems & Bolt Lengths > Should flanges be required with flat face, shipments may be either the full thickness, or a thickness with raised face removed. (Removal of the raised face produces a non-standard length through the hub.) A taper shall not exceed 7 degrees on threaded, slip-on, and lapioint flanges. WELDBEND NOTES: 1. All dimensions are in inches. 2. Calculated flange weights on page 47. 3. Dimensional tolerances on page 70. 4. Standard flange facings on pages 72 & 73. 5. Welding end bevel information on pages 74 & 75. 6. Thread standards on page 76 & 77. 7. Blind flanges may be produced with or without hubs. www.weldbend.com copydpM o 2oa by wetdbend Corporation. AD Rights Reserved. http://www.weldbencLeom/Flanges/Class%2015o/classl5odimspec.ht3n 12/ 10/2009 �.auun Jvv ✓aaucaa.�avual ✓Yccuacnuvu� a uba. a va � j 1 =oWWELDREND I YOU ARE HERE: Home > Weldbend Catalog > Flanges > Class 300 Dimensional Specifications Class 300 Steel Pipe Flanges DIMENSIONAL SPECIFICATIONS L s-a reae�es+_ 1 CNwwilgtzzt F. O C x A Y Y Y T B1 B B2 r a Pipe Outside ' 4mets d Flange i Fld°g°' Minimum lamata d Hub kmete d W°Id Neck rea Slip -On pJ°I Weld Neck rn1O0d Le�gdtll Flange. Minimum Slip-0M1 Minimum � Minimu Weld Neck/ Socket Wald Flange Radius Counter- roan ded Flange, Minimum 112 3.75 0.66 1 1.60 0.84 0.88 0.88 2.06 0.62 0.88 0.90 0.62 0.12 0.91 3/4 4.62 0.62 1.88 1.06 1.00 1.00 2.25 0.62 1.09 1.11 , 0.82 0.12 1.14 1 4.88 0.69 2.12 1.32 1.06 1.06 2.44 0.69 1.36 1.38 1.05 0.12 1.41 11/4 5.25 0.75 2.60 1.66 1.06 1.06 2.56 0.81 1.70 1.72 1.38 0.19 1.75 11/2 6.12 0.81 2.75 1.90 1.19 1.19 2.69 0.88 1.95 1.97 1.61 0.25 1.99 2 6.50 0.88 3.31 2.38 1.31 1.31 2.76 1.12 2.44 2.46 2.07 0.31 2.50 21/2 7.50 1.00 3.94 2.88 1.50 1.50 3.00 1.25 2.94 2.97 2.47 0.31 3.00 3 8.25 1.12 -•4.62 3.50 1.69 1.69 3.12 1.25 3.57 3.60 3.07 0.38 3.63 31/2 9.00 1 1.19 '1 5.25 4.00 1 1.75 1 1.75 3.19 1.44 4.07 4.10 3.55 0.38 4.13 4 10.001 ':1.25 5.75 ',4.50 1.88 1.88 3.38 1.44 4.57 4.60 4.03 0.44 4.63 6 1.1:00 1.38. .7.00 6.56 2.00 2.00 3.88 1.69 5.66 6.69 5.05 0.44 5.69 6.a. 12.50 _ 1." 8.12 6.63 2.06 2.06 3.88 1.81 6.72 6.75 6.07 0.60 6.75 8 15.00 -1.62 10.25 8.63 2.44 2.44 4.38 7-00 8.72 8.75 7.98 0.60 8.75 10 17.60 1.88_ 12.62 10.75 2.62 3.76 4.62 7-19 10.88 10.92 10.02 0.60 10.88 12 20.50 2.00 14.75 12.75 2.88 4.00 6.12 2.38 1288 12.92 12.00 0.60 12.94 14 2100 2.12 16.75 14.00 3.00 4.38 5.62 2.60 14.14 14.18 13.26 0.50 14.19 16 25.60 2.25 19.00 16.00 3.25 4,76 6.75 2.69 16.16 16.19 15.25 0.50 16.19 18 28.00 238 21.00 18.00 3.50 5.12 6.25 2.75 16.1 B 18.20 17.25 0.50 18.19 20 30.50 2.50 23.12 20.00 3.75 1 6.60 1 6.38 1 2.88, 20.20 120.25 1 19.26 0.60 20.19 24 136.001 2.75 127.62 124.00 1 4.19 1 6.00 1 6.62 1 3.25 24.25 1 24.25 1 23.25 0.50 24.19 lass 300 Series A The flanges below from 30" - 48" conform to ASTM B16.47 Minimum http://www.weldbencLeom/Flanges/Class%203oo/class3oodimspec.ht u 12/10/2009 Nominal Pipe Size Outside Diameter of Flange Minimum Thickness Of Flange Length Through Hub Diameter of Hub Hub Diameter Top Raised Face Diameterrl Fillet Radius eld Nec Blind 30 43.00 1 3.62 1 3.76 8.25 32.56 1 30.00 33.76. 0.44 36 50.00 4.12 4.38 9.60 39.00 36.00 4025 0.. 42 60.76 1 4.69 1 4.69 1 7.88 43.25 1 42.00 1 44.76 1 0.60 48 67.75 1 5.26 1 5.26 1 8.81 49.36 1 48.00 1 51.25 1 0.60 Class 300 Bolt Patterns & Bolt Lengths > Should flanges be required with flat face, shipments may be either the full thickness, or a thickness with raised face removed. (Removal of the raised face produces a non-standard length through the hub.) A taper shall not exceed 7 degrees on threaded, slip-on, and lapioint flanges. WELDBEND NOTES: 1. All dimensions are in inches. 2. Calculated flange weights on page 47. 3. Dimensional tolerances on page 7U. 4. Standard flange facings on pages 72 & 73. 5. Welding end bevel information on pages 74 & 75. 6. Thread standards on page 76 & 77. 7. Blind flanges may be produced with or without hubs. www.weldbend.com coprd oM o 2004 by wtldbend corporation. All RVft Reaave& http://www.weldbend.com/Flanges/Class%2o3oo/class30odimspec.htin 12/10/2009 k ! A q-11:1 YOU ARE HERE: Home > Weldbend Catalog > Tenns And Conditions Of Sales Terms And Conditions Of Sales Wsldband Fittings and Flanges an products of Weldbend Corporation. ('Weldbend"), a domestic manufacture of welding fittings and welding flanges located In Chicago, Illinois U.SA All Weldbend Products am sold only upon the following terms and conditions. 1. ACCEPTANCE Once Waistband accepts Customers purchase order, the bums and conditions sat forth herein shall constibre the entire agreement and understanding between Weldbend and Customer relating to the Weldbend products end merge all prior dlscusabns, understandings, agreements and documents between them Any variation to Weldbend's terns and conditions and any additional or different forma or conditions on any order form or other document submitted by Custorn r and expressly rajoctsd unless and until accepted In writing by a duly authorised officer of Waldband. 2 PRICE: AN orders will be invoked at WeldbeM's smart price schedule prevailing at the &re of shipment and am subject to charge willmd notice. C.O.D. charges may be added to the price of the products In Wok beret sob disaetbn. AD asks, use, excise and other applicable taxes shag be charged to Customer and remitted by Customer to Weldbend. 3. SHIPMENTS: AN materials will be delivered t.o.b. point of shipment from Weldbend's plant An risks of lass of materials win be assumed by Customer upon pick up by a carder or by Customer at Wleldbends plant The mention of shipment and routing will be determined by Weldbend, absent special agreement between Wek bend and Customer. AN shipping and deMery dates am approximate. Weldbend shag not be responsible for swgddng. spotting, handling, storage. demurrage a any other transportation or accessoriel servile, car for any charges roamed therefore, Customer stag be responsible for filing and pkasukg claim with Carters for loss or damage in transit. Railroad and other transportation parrs as an when required shall be obtained try Customer. Weldbend reserves the right to deliver in more than one lot and to Invoke each kl separafey. ..mob.. - —1 conforming; products or. alternatively, replace such non-mrdamhq products and pay any additional shipping charges Insured as a nesut thereof. Customer agrees to dispose of or return the non- conforming products in accordance with irutrudbns provided by Weldbend. THE FOREGOING SHALL CONSTITUTE THE EXCLUSIVE REMEDY OF THE CUSTOMER AND THE EXCLUSIVE LIABILITY OF WELDBEND. THIS WARRANTY IS EXCLUSIVE AND IN UEU OF ALL OTHER WARRANTIES, WHETHER ORAL OR WRITTEN. EXPRESSED OR IMPLIED. NO WARRANTY OF MERCHANTABILITY, OR FITNESS FOR A PARTICULAR PURPOSE, OR NON -INFRINGEMENT SHALL APPLY. No employee, agent or represented" of Weldbend has the authority to make modifications or additions to this warranty in any respect except pursuant to a written agreement signed by a duly authodzed officer of Weldbend. 7. U ATION OF LIABILITY: UNDER NO CIRCUMSTANCES, WHETHER ALLEGED AS A RESULT OF BREACH OF CONTRACT OR WARRANTY, NEGLIGENCE, STRICT LIABILITY OR ANY OTHER LEGAL THEORY, WILL WELDBEND BE RESPONSIBLE TO CUSTOMER OR TO ANY THIRD PARTY, FOR ANY SPECIAL, DIRECT, INDIRECT, CONSEQUENTIAL, INCIDENTAL OR OTHER DAMAGES OF ANY KIND, INCLUDING BUT NOT LIMITED TO LOST PROFITS, LOSS OF USE OF PROPERTY OR DAMAGES FOR PERSONAL INJURY, AND NO CLAIMS FOR ANY SUCH DAMAGES SHALL BE BROUGHT BY THE CUSTOMER In no evert shag Weldbend be gable to Custamer for any amount In excess of the purchase price of the product for which a calm Is made. Customer shag not bade charge, counterclaim a setoff Its dalms against payments due on Its orders. It. RETURN OF PRODUCTS AND/OR TERMINATION OF ORDERS: Customer shag not return any pmduds shipped by Weldbend witlout receNtrg the prior written permission and/or corsets of Weldbend. If Customer seeks to cancel any part of an order pda to delivery, such requests stag be made to Weldbend in writing at once. Except with respect to products which fag to conform to Customer's order or to Weldberd'a limited warranty, an products rearmed shag be charged 25% of the value of the Invoice and, In addition, freight charges both ways. Any orders shipped by Weldbend and refused by Customer will be handled as a return products shipment. Any filing once welded Into a pipe tine and removed Is not subjed to return. 9. PATENT AND OTHER RIGHTS: The sob of the products and 4. TERMS OF PAYMENT:' Subjed to the approval of Waldberd's the publication of try Information or tectrniCt data relating thereto aedit,depertment, terms of payment wig be net ash thirty (30) does not imply freedom from Inibgement of patent, copyright days from Its date of Invoke and we be payable In Chicago, registered design or other Wusbial property rights in aspect of any Minals. Shipments, deaverles and performance of work shag at particular combination or application of the products. tbnes be subject to the approval of Weldbend's credit department. Follum to receive f rney payment of nwkas concerning work 10. TERMINATION: ff Customer defaults n completed, andla work In progress, shag be sutkhnl reason to payment of any sum withhold or delay subsequent shipments of materials, antis due Weldbend or commits any breach of any of these terns and performance of tabor or to terMnate an orders as set forth In conditions or any other contact with Weldbend a If Customers Section 10. if pursuant to this provision or to section 10 herein sandal condition becomes unsatisfactory to Weldbend, then Weldbend may, without prejudice to any other rights which may http://www.weldbei3&com/terms.htm 12/10/2009 ......... ............. --0----- Weldbend were to defer any shipment or services or cancel in whole or in part arty order, Customer shell be liable for and reknburse Weldbend for a0 damage, Including any and al direct end consequential damage, incurred by Weldbend by reason of such defennerrt or wrre0ation. Unpaid kwokrs in excess of thirty (30) days shall be subject to an interest charge at the rate of 1% per month from the date past due (but in no event higher than the rate permitted by applicable law). In the event of Customer's deaut of any or to terms of the contract 'including of the contract khdudbng but not tmted to customers failure to pay invoices timely. customer agrees to pay WMdbend all costs and expenses ironed as a result themol, including but not limited to reasonable atmrneys' its v;, court cosh and all costs of cotedlon. i DELAYS: Waistband chaff be not responsible for any action or Inaction of any crier, Including delays in delivery, nor, under any erarmstances, shall Weldbend be 0able for any delay in perbrmance, a non-performance, due to acts of God. war, riots, lertwhm, 0A dhtabarnzs, ads of civil or mmlary authodtes, govemmental regulation. court orders, fires, strikes or other Labor dtrpules. shortages of labor, materials, fuel or energy,., or unavallabtiy of transportation, equipment failure, failure of suppler, artier or subcontractor to deliver on time, or due to any other cruse or muses beyond the control of Weldyerd. S. LIMITED, EXCLUSIVE WARRANTY: Weldbend warrants to Its ORIGINAL CUSTOMER ONLY that at WaMbend fMkgs and flanges meet all applicable ASTM specifications and Oat Weldbend Is the unencumbered owner of all products shipped pursuant to Base terms and conditions. This warranty does not apply to products which have been damaged during g shipment or by arise, misuse, misapplication. maintenance. alteration or improper Installation, makrtenarm or .repair and b conditioned upon Customer (a) advising Weldbend in writing, within 10 days or receipt of products, of its baler that said products do not conform to ASTM specifications and (b) providing Weldbend a reasonable time to knsped sold products and investigate Customers claim. O Weldbend determines, in Ira sole opinion, that the producls'fal to conform to ASTM specifications. it will, at is sob option, either refund all payments made by customer with respect to such non - have accrued or which may accrue to i4 terminate a0 orders with that Customer by notice in writing or may defer shipment until the situation is remedied to WeldbmCs satisfaction. 11. MANUFACTURE AND AVAILABILITY OF PRODUCTS: Without prior notice, Weldbend reserves the right to change manufacturing methods and availability of products without and reserves the right to sublet or contrad work out to any company of its choice. Any products resulting from such sublet or contact work aril be deemed Weldbend products and will be dbstemped with the copyrighted Weldbend name and/or Weldbend logo. and the sales of such products are subjeQ to these tenor and conditions. 12 ASSIGNMENT: Customer may rot assign any right or duty arising under any order, in whole m In part, without Wakiberdt prior written consent. 13. NO WAIVER OF RIGHTS; PARTIAL INVALIDITY: Any waiver by either party or any breach of: provision of these terns and rontlitioro shag not be construed as a welver of any other provhion a of any continuing or suaeedkq breach of such provW-. if any provision of the terms and condsbrs shall be deemed. kwalid, illegal or unenforceable. in any respect, the legality, and erdorceabgdy of all other Provisions of the turns and conditions shall not be in any way knpakad a affected thereby. 14. COMPLIANCE WITH LAW: Customer agrees that it is soley respom®le for mrnplana with at applicable federal, sate and local lawsordinances, regulations, rules and standards relating to the ksalation, malyd arum and use or the products purchasedfrom Wedbend. 13. LAW: The temps and coMitions and any agreed amendment thereto shall be governed in all respects by the internal laws of the Sfax of Illinois. Note: This catalog is for the exclusive use of the Jobber or Distributor of Welding Fittings. The Weldbend Corporation of Chicago restricts its sales to Jobbers and/or Distributors only. www.weldbend.com Copyright O 2002 by Weldbend Corporation. AN Rights Reserved. http://www.weldbei3d.com/terms.htn 12/10/2009 rb:. Rgure: 146 Continuous Threaded Rod ISuhmWal Sheefl Im Ini I. Fig.1146 iiQRflRUom Threa+ied $us Bang= '/4- ftd b 1 w SEOC1cld i0 sk VA 80d bmtk W lei. 9fher evm boot ImDft ao be lordsbea to order 11 *tial: Carbon steel; wd boded bmpth. Fmisk ❑ Pbbtar0 C Mmdmlml Temperadme: aw F. We9 iM Spe* rod diameter ar[d Walk figure munW am am tir W tagr4 Anvfl Inlerna00nal is a subsldury d Mueller Mlar Pmdude Im t ' q Fig'64& Eoads (ibs) • Wetgyrts Ubs1 moons pr . Rod Tbreads f" LOW WON Sire A per brcb 6i� F per FL A 20 240 0.12 is 16 rao 0.30 rh + +.aao 0.53 Vs 11 L160 0 Va 10 U30 .20 r 9 4.490 1.70 1 11i 7 95 60 I 6 . 1a,ae0 .10 pole; roe sizes amlawe Pa.. low i 2 is avat ws upon reguest. 022006, MW http://www.anvilintoom/ps_4=ger/mdex.php?CAT=l I &FIG--146&NM=146&PGS=1&... 11/282007 022006, MW http://www.anvilintoom/ps_4=ger/mdex.php?CAT=l I &FIG--146&NM=146&PGS=1&... 11/282007 rrrrr `al jer� 3/4" D CTOR METER W/ 24"x32" HINGEC 2 SHUT FFS VALVES AND,-�y`i,` / MANWAY BACKFL W PREVENTER 1=y� MODEL SIZE WSGNT L1 w1 HI LBS DBPPF4 4' 7'-10' 4'-4' 5'-6' 9.ODO DBPPF6 6' V-8' V-0- 5'-6' 12,000 DBPPF8 8' 9'-2' V-8' 6'-0' 18.ODO DBPPFIO 10' 11'-O' V-0" 6'-6' 22,D00 H1 PLAN VIEW FRAME./24" 2"HINGEDMAN FINISH OPTON5: ❑ BLACK INDUSTRIAL ENAMEL ❑ HOTOIPPED GALVANMD GALVANIZED STEEL SUPPORT (TYP ) t-A 7 /GALVANM) AU_•THREAD RETAINER ROD (D(P) U.L CHECK VALVE W/ BALL DRIP JMODEL DBPPF DATE MANUFACTURED — ADJUSTABLE TYPE INDICATOR POST, — FIRE DEPARTMENT CONN. —FDC RISER POST INDICATOR VALVE W/TAMPER I' DUCTILE IRON OR PVC STU BOUT 12"x12" SUMP WITH CAST IRON GRATE GRAVEL BED (B.0) PMtDH. W. tY IBBB ����.. ..._.. Specifications CONCRETE : Cl A�q4500 1 I AT 28 A VJTTN DESIGN STRENGTH IOF C 4500 PSI AT 2B DAYS. UNIT IS OF MONOLfTHIC CONSTRUCTION AT FLOOR AND FIRST STAGE OF WALL WITH SECTIONAL RISER TO REQUIRED DEPTH. REINFORCEMENT13 A 60RETNFoRcm. STEFLRFHARcDNFORAv m ASTM A61 5 ON REQUIRED CENTERS OR EQUAL PROJECT CUSTOMER. ARCHITECT'. ENGINEER'. ORDER#'. DATE. D°G STEELCOVER: 1/4"STTIl.510DRF515T'ANT FLOOR PLATE WELDED ®PARK 'fEL(7I3)937.7602 " AN TO 3GUE FRAME WITH (2) 3'7(23/9" 1 BEAM =7 3) 9374254 SUPNRfS EQUIPMENT COMPANY WATS(B00)256 I Engineering Data DIE BACIffLOw A,�#'AIBLYSHALL BE FACNRI' ESSE3 IN VAULT& NrOTK15TATIC1lLr Expect the Best" TESTED PRIOR TO DELIVERY. FIELD EXCAVATION &PREPA TION SHALL BE 4 THRU 10 DETECTOR CHECK BACKFLOW COMILETEFMORTO DDJVFRY.Pu>E vu vFSANDFrInNrsoFTNEAssEMBLYs,AI,_ FLOW PREVENTER ASSEMBLY w/ PIV & FDC BE APPROVED BY ONE OR MORE OF THE FOLLOWING ASSOCIATIONS: FM SCALE NONE DWG. NO. rA� A�A, DATE s99DBPPF 1 COMMERCIAL PLAN REVIEW COVER SHEET ADDRESS: 16 0 Z OWNER'S NAME: PROJECT TYPE: NEW:.i ADDN: HCAD#: --AYE LOC#: FLOOD ZONE: TIRZ ZONE? SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: F216-00-00 RESOL. APPLICABLE?: FILL DIRT APPL/PERMIT CLEARING PERMIT NEEDED? FLOOD PERMIT NEEDED?: W/S FEES APPLICABLE?: 100% MASONRY/GLASS USE ZONE: Y/N SUB /DATE RETURNED (Applicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued.) (If yes, permit cannot be issued.) (If yes, figure fees. If no, use w/s form to explain why they are not.) STORM WATER QUALITY PERMIT TAXES UP TO DATE?: DATE OF REVIEW: (0 INSPECTOR: t7, Vl I ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK IM 0 a���odazt L OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED 4-0 VIl SACPSh='24SPECCION DMSION\Inspections\COME PLAN REVIEW COVER SHEEAm Rm FEB2012 Page is too large to OCR.