Loading...
2901-2999 Carrier Ave - 98-000568 (1998) (Sanford Airport Authority) DocumentsZONE DATE /,:;2-1 -7-cy7 CONTRACTOR 067 a ,P-LLC ADDRESS R9 Q0 ICt4lK CAlUA • - PHONE # LOCATION © 1 GLSS c CIA-"-i i JL U OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS -- PHONE # qqELECTRICAL CONTRACTOR b ADDRESS PHONE # q Y-AZ5MECHANICAL CONTRACTOR 0-t/X,6,0- v ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (_a FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE 6r' FI SUBDIVISION: r # LOT NO. 4OCK: SECTION: SQUARE FEET: MODEL: NO. OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY I. I i EPI: ATE OF OCCUPANCY R f DATE: IN DDATE ENERGY SECT. CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS ,C%O12 al j 126), f,,,LJ PERMIT NUMBER Total Contract Price of Job $1,158,000.00 Total Sq. Ft. 48,240 Describe Work Pre-engineered Metal Building-- Air Cargo Warehouse Type of Construction Type IV - Pre-engineered Metal Bldg. Flood Prone (YES) (NO) Number of Stories (1) Single Number of Dwellings N/A Zoning Industrial Occupancy: Residential N/A Commercial N/A Industrial XX Mr. Steve Cooke at Sanford lirnt AutMr t 4(7) 322-7771 LEGAL DESCRIPTION Contact (please attach printout ro emino e n y TAX I.D. NUMBER 69-11-056380-54C OWNER Sanford Airport Authority PHONE NUMBER (407) 322-7771 ADDRESS P.O. Box 818 CITY Sanford STATE FL ZIP 32772 TITLE HOLDER (IF OTHER THAN OWNER) N/A ADDRESS CITY STATE ZIP BONDING ADDRESS CITY COMPANY USF & G c/o Finwall & Associates 1455 Howell Branch Road Winter Park STATE FL ZIP 32789 ARCHITECT ADDRESS _ CITY Richardson Engineering 131 Zelma Street Orlando STATE MORTGAGE LENDER N/A ADDRESS CITY STATE FL ZIP 32803 ZIP CONTRACTOR GCl/GENERAL CONSTRUCTORS, INC. PHONE NUMBER (407) 831-8898 ADDRESS 991 EXPLORER COVE, SUITE 101 ST. LICENSE NUMBER CIS C017826 CITY ALTAMONTE SPRINGS STATE FL ZIP 32701 Application is hereby made to obtain a permit to do the work and installations as% indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEE14 ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there ma b additional permits required from other governmental entities such as water ana ment districts, state agencies, or federal agencies. ACCEPTANCE OF PERMI THE REQUIREMENTS 5 a,+ X c III' u c o. 3 0 i >, N .1 u o ro 0 d ILIo4) >I z a F Sig ERIFICAT.&ON THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF FS713. t **************ww*******w ************************ r/Agent & Date Signa ure of ontr ctor & Date v _ GCl/G ner 1 Constructors, Inc. COC—Yo & c/o Timothy .T_ FiPrrn y a myfv 0 V K o 0 Z rOr M Type or Print caner/Age t Name Type r Print Contractor's N me v x 9 o fD Signature of Notary & to ignature o£ Notary & Date Official Seal) O ci 1 Seal),___ r' ANN D. GIFFORD MY COMMISSION If CC384514 EXPIRES t i,o July 24, 1998 SHARON L MA:,Af1THUR Notory Public • Stotu of FloridaBDNDEDTNRUTROYFAININSURANCE. INC. My ComrNsslon Explws Jun 22, 2001 Commission M CC:657854 Application Approved BY---DM F .F1d bite: — 7 FEES: Building ,00 Radon Police C[(&LZQ Fire . Open Space oad Impact Application PERMIT VALIDATION: CHECK CASH DATE Jv2 BY ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) v THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE SERTIFIf:ATF OF OC PANGY ADimp tim QWW' ER: ADDRESS: 2 1 DATE:_ 9 i-7 74 REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT: _ f 1 %%G Rc 14Yr4 Re-,rj ov&6a 'T0 /L{ 19, 9q'v76o SLR COOP . FIRE DEPARTMENT PUBLIC WORKS UTILITIES ENGINEERING CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE OF C.O.: <; Z / LI`r ADDRESS: CONTRACTOR: CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS CONNECTION: ZONING : 5D Vi )4j197 6 gg_Ea lN. 2 r1.OD • OCR $ eC 3$ uA 4ef Curt&-Ud ( lac) Icl a _,. Cr,, co 1cl l-Is Tome- fwo -r,is %71,W,-.4fS Ntid.d ',u 6e- P .r1-OLeW F4 Cvat„ edC'd H-/5-9$ 4:05 CITY OF SANFORD, FLORIDA t PERMIT NO- DATE THE ,UNDERSIGNED HEREBY -APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S' NAME - ADDRESS i 7 v OF JO ELEC. CONTR-O'-CeA/7,t%*O- a,'7A-)'r-Ro idential—_Non-residenti;l Subject to rules and regulations of the city and national electric codes. Number ' AMOUNT Alteration Addition Re air Change f Service Residential Commercial Mobile Home. Factory Built Housing' New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial p ervice Sign I 1 TOTAL II Building Official Master Eleefrici STATE COMPETENCY NO. t z oi 6 j 3- dorld Fee NA Foe 'on 1303 S. French Ave. Sanford FL.32771 November 3, 19M Jack Dow, Director of Operations Orlando Sanford Airport 1 Red Geveland Blvd Sanford FL 32773 Ref: Air Cargo GO Contingency; 2901 Carrier Ave. Dear Mr. Dow, On September 14, 199ti, a final inspection of Air Cargo was requested by G.C.I Construction for a C/O. Three ( 3) items were lacldng: the Knox Boot, a chain around back flow valve, and phone lines to building so the fine sprinider alarm would be monitored in the event of sprinlder activation. On October 3e 19W, Friday this building .was reinspected for the items mentioned above. Simplex conducted the water flow alarm test in 'my presence and monitoring was validated. A Certificate of Occupancy was signed off by me at the building department for project. If there are any other questions you might have please contact me at #r302-1091. Sinrerei, Timothy Robles Fire Safety Inspector c: F.M .MaGibeny Dan Florian File Certificate of Occupancy Addendum Owner: Air Cargo Address 2900 Carrier Avenue Date 9/17/98 Reason for disapproval: none Conditional Agreement: 0 1. Install business numbers on building. 1 2. Re -install the stop sign at south parking lot. 3. Install an asphalt patch at the northeast portion of truck maneuvering area. 4. Complete sodding of site including north) side of building, south side of parking lot, and westPgggPg side of truck maneuvering lot. 1 5. Removal of construction material in parking lot. Approved by Engineering Department subject to the above deficiencies being completed by September 30, 1998. Thanks, Bob Walter 41 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: PE MIT BUSINESS NAME: ADDRESS:Q-S O, .- 7 - rt r° PHONE NUMBER: ( ) L 17 Z7Z PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION ev TANK PERMIT FIRE YSTEM AMOUNT n Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is C/ true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanfor Fire Prevention Applicants Signature SOP-23-98 09:35 SANFORD FIRE DEPT 407 302 1097 i " M CITY OF SANFORD FIRE UEr1%j%l N 1 FEES FOR SERVICES PI U)NE #: 407-302- IV) I DAI-E: C J1 L PERMIT #: r BUSINESS NAME: -.. .l CA r ADDRESS: A PI IONS NUMBER:( PLANSR)7,VIF.W C_ TENT11I.-XMIT BURN PERMIT U Rf,INSI'k(.'I'I(_)N Li TANK PhRMrr 1 I FIVE SYSTEM I 1 AMOUNT i$— I COMMENTS:. J^ CZ-3 W. GA- -E/ V-3 ry V. P l /Kin tJ`//f. %/ Fees mint he paid to Sanfurd 13 Tii, DeI+KaJr1`/ment. 300 N. Park Awmic, Sanfunl, Flolida. Phalle # 330-5650. Proof ol•"payment must he made to Sanford Fire Prvvvylliun h6m: any further wl vi c. can Irtkt: place. I comfy that the ahrrve ntlormattoll is true 1.11141 correct and that 1 will comply with all upplicahlt: cmlcs and ordinance. of the City of Sanf ird, Flwida. I-7M Applicants Signnure CERTIFCATE OF OCCUPANCY REOUEST FOR FINAL INSPECTION DATE OF C.O.: lI--- V,— ADDRESS: i0/ — 2 77i (r cj-,e— CONTRACTOR: UV CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence:_ New Multiple Family Residence: New Apartments: New Hotel: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS CONNECTION: ZONING : r. ! CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE OF C.O.: ADDRESS: CONTRACTOR: G CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence:_ New Multiple Family Residence: New Apartments: New Hotel: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS CONNECTION: ZONING : CITY OF SANFORD s FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: 1 ' PERMIT #: BUSINESS NAME: CA ADDRESS: a C 11 c r. PHONE NUMBER: ( 30` -' 0s3O A A 1nlAc'r; . a c' a PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ rrn ro V. Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. 7rw Sanford Fire Prevention Applicants Signature v niAL conisTA as in c. N1 Wanm EA coVE 1d'i ALTA Ch BPAII wt p M '1 WO'77 3'1 0090 FAX 407l03 1 3 PROJECT NAME : Alr Cargo Build g Q Orlando Sanford Airport DATE OF TRANSMITTAL : 9/1&W TO (COMPANY) City of Sanford Building Department FAX NUMBER (4n 330.5t3 PHONE F: (407) 330.5&% TO THE ATTENTION OF Julie REFERENCE Building Permit OW506 FROM Sharon for Dan McDonough SHEET I OF 1 HARD COPY TO FOLLOW IN MAIL: NOTE: IF YOU DO NOT RECEIVE ALL IMMEDIATELY. The finish floor elevation (59,60) meets or w the above referenced project. Should you ho please contact Dan McDonough at 324.0530. PLEASE ACKNOWLEDGE RECEIPT VIA Received by: Print Name NO PLEASE CALL OUR OFFICE ids Section 6.7 of the Sanford City Code for any questions or need additional Information, lank you. Date: Orlando July 17, 1998 City of Sanford Building Department City Hall Sanford, Florida REF: Air Cargo Facility To Whom It May Concern: This letter is written to confirm the Airport Authority will not occupy the above referenced structure currently under construction by GCI, General Constructors, Inc. until such time as authorized via a certificate of occupancy. This is in conjunction with a request from the contractor to obtain pre -power for equipment start up. Should you need any additional information, or have any questions, please contact me at 323-0583. Thank you for your assistance with this matter. Sir r, ely, of Facilities & Maintenance V" V` I1 cc: Steve Coover Ray Wise Sanford Airport Authority 1301 East 26th Place P.O. Box 818. Sanford, FL 32772-0818 407) 323-0583 . Fax (407) 323-2415 0 CITY OF ANFORD, FLORIDA 1 APPLICATIONTOR BUILDING PERMIT PERMIT ADDRESS ! ` - T ( ( i?1L.E L c- Total Contract Price of Job Describe Work 10'/tTA. Type of Construction PERMIT NUMBER al Sq. Ft. i2, 0r'70 Flood Prong (YES) (NO) Number of Stories ( Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNERnr l ADDRESS CITY STATE TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE PHONE NUMBER ZIP ZIP ZIP ZIP ZIP CONTRACTOR r "L .2vtEc--ne•J PHONE NUMBER bal Z99-T4-30 ADDRESS Z w4 Gu ST. LICENSE NUMBER 6MO7 0001% CITY STATE Fq ZIP -540 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS'VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. w*trtr*w******************w****wtr*****************************w*+t+***w***w*******w****w** H v Z 9-9Y 14 M O aMy O n Signature of Owner/Ag b Date S gnature of ContAWo-r & Date 0 D a#4 V i ot ,e F 1 Z Type or Pri Owner/Agent Name TyM or Print CRnXrActor's Name t7 x 0) G tL ; 0 i >q rl H W r1 u o R! U) d 0 4) zaE• Signature of Notary & Date Signatureffof Notary & Date official Seal) MY COMMISSION / CC 470W EXPIRES: August 4,1999 Baided Thin WW PaW UodeMftM Application Approv BY:(% aeo Date: V c:) P FEES: Building Radon Police Fire Open Space Road Impact Ap lication /[7 PERMIT VALIDATION: CHECK V CASH DATE l % By ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) O M it In THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: RMIT #: BUSINESS NAME: 5 F, (d ADDRESS: AA -'A PHONE NUMBER: ( ) PLANS REVIEW TENT PERMIT D BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM OCR AMOUNT $ V o y COMMENTS: I `t ,-T ''S L— Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is Ov true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford _Florida. Sanford Fire Prevention n Grinnell* FIRE PROTECTION SYSTEMS COMPANY Ik 4514 Oak Fair Blvd., Suite 140 Tampa, Florida 33610 Tel 813-623-2991 Fax 813-621-8992 January 7, 1997 City of Sanford 1303 South French Ave. Sanford, Florida 32771 TO WHOM IT MAY CONCERN, PLEASE ALLOW THE FOLLOWING INDIVIDUALS TO OBTAIN PERMITS FOR GRINNELL FIRE PROTECTION SYSTEMS CO., TO INSTALL FIRE PROTECTION SYSTEMS IN SANFORD, FLORIDA. JAN VANDEGRIFT MIKE DONOVAN RON JACOBS JOE NEMCHEK FLO TE MPETE CY NUMBER: 812077000196 M. W. ASKEW STATE OF FLORIDA SS# 262-39-7808 SS# 264-85-5715 SS# 459-02-1792 SS# 198-38-2135 BEFORE ME PERSONALLY APPEARED M. W. ASKEW TO ME WELL KNOWN TO ME TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THAT M. W. ASKEW EXECUTED SAID INSTRUMENT FOR THE PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AND OFFICIAL SEAL, THIS 7TH__DAY OF JANUARY 1998 A.D. STATE OF FLORIDA SA a •M15SIOH•:O V J V 12 7po'°N o ; NCC 683419 „ : o Y PUBL a "° ''•o A tgCO INTERNATIONAL LTD. COMPANY GRINNELL FIRE PROTECTION 4514 OAK FAIR BLVD., SUITE 140 TAMPA, FL 33610 I HYDRAULIC CALCULATIONS 1 FOR AIR CARGO BUILDING SANFORD, FLORIDA FILE NUMBER: DATE: Dec 30, 1997 REVISED:12-30-97 DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS II COMMODITY 20' STORAGE DENSITY: .17 gpm per head AREA OF APPLICATION: 2000 sq ft COVERAGE PER SPRINKLER: 130 sq ft max. NUMBER OF SPRINKLERS CALCULATED: 16 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 424.4 gpm TOTAL WATER REQUIRED (including hose): 924.4 gpm FLOW AND PRESSURE (@ BOR): 383.0 gpm @ 29.9 psi' SPRINKLER ORIFICE SIZE: 17/32 inch i < NAME OF CONTRACTOR: DESIGN/LAYOUT BY: MATT JONES / GFPS TAMPA, FL AUTHORITY HAVING JURISDICTION: '111t,14iCONTRACTORCERTIFICATIONNUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 C1325U ) HRS SYSTEMS, INC. ATLANTA, GA i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/30/1997 JOB TITLE: AIR CARGO BLDG-.19/2000 SQ FT 500 GPM HOSE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG PSI) PSI) GPM) PSI) GPM) TEST 50.0 35.0 1230.0 41.2 924.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION FT) 1 25.3 2 26.2 3 25.3 4 24.5 5 23.7 6 22.8 7 19.8 8 25.3 9 26.2 10 25.3 11 24.5 12 23.7 13 22.8 14 19.8 15 25.3 16 26.2 17 25.3 18 24.5 19 19.8 20 19.8 21 19.8 22 19.8 23 19.8 24 19.8 25 19.8 26 19.8 27 19.8 28 19.8 29 19.8 30 19.8 31 19.8 32 19.8 33 19.8 34 19.8 NODE TYPE K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 PRESSURE PSI) 10.9 9.9 10.2 10.5 11.2 12.5 17.1 10.1 9.0 9.1 9.5 9.9 10.9 17.4 13.6 12.7 13.1 13.6 17.8 17.9 18.2 18.2 18.3 18.5 18.3 18.8 18.7 19.0 19.1 19.3 19.4 19.6 19.8 19.9 Page 1 AIRCRGO.SDF REQ'D PRESS. PSI) 40.4 924.4 GPM 400.0 GPM 100.0 GPM 424.4 GPM DISCHARGE GPM) 26.4 25.2 25.5 26.0 26.8 28.3 25.4 23.9 24.1 24.6 25.2 26.5 29.6 28.6 28.9 29.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 12/30/1997 - AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG•.19/2000 SQ FT 500 GPM HOSE NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 35 19.8 20.1 36 19.8 20.2 37 19.8 20.4 38 19.8 20.5 39 19.8 20.6 40 19.8 20.8 41 19.8 20.9 42 19.8 21.1 43 19.8 21.1 44 19.8 21.5 45 19.8 21.3 46 19.8 21.8 47 19.8 21.5 48 19.8 22.2 49 19.8 21.6 50 19.8 22.7 51 19.8 21.7 52 19.8 23.1 53 19.8 21.7 54 19.8 23.7 55 19.8 21.7 56 19.8 24.3 BOR 2.0 32.2 HDR 2.0 HOSE STREAM 32.4 100.0 BFOUT 6.0 36.1 BFIN 6.0 41.1 UG1 6.0 41.1 TEST 4.0 SOURCE 40.4 524.4 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/30/1997 AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG-.19/2000 SQ FT 500 GPM HOSE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 1 44.7 1.687 PL 10.00 PF 0.6 1 25.3 8.0 10.9 26.4 6.4 120 FTG PE 0.4 2 26.2 8.0 9.9 25.2 0.057 TL 10.00 PV 0.3 Pipe: 2 19.5 1.687 PL 10.00 PF 0.1 2 26.2 8.0 9.9 25.2 2.8 120 FTG PE 0.4 3 25.3 8.0 10.2 25.5 0.012 TL 10.00 PV 0.1 Pipe: 3 6.0 1.687 PL 10.00 PF 0.0 3 25.3 8.0 10.2 25.5 0.9 120 FTG PE 0.3 4 24.5 8.0 10.5 26.0 0.001 TL 10.00 PV 0.0 Pipe: 4 31.9 1.687 PL 10.00 PF 0.3 4 24.5 8.0 10.5 26.0 4.6 120 FTG PE 0.3 5 23.7 8.0 11.2 26.8 0.031 TL 10.00 PV 0.1 Pipe: 5 58.7 1.687 PL 10.00 PF 0.9 5 23.7 8.0 11.2 26.8 8.4 120 FTG PE 0.4 6 22.8 8.0 12.5 28.3 0.094 TL 10.00 PV 0.5 Pipe: 6 87.0 1.687 PL 17.00 PF 3.3 6 22.8 8.0 12.5 28.3 12.5 120 FTG PE 1.3 7 19.8 0.0 17.1 0.0 0.195 TL 17.00 PV 1.0 Pipe: 7 87.0 3.200 PL 32.50 PF 0.3 7 19.8 0.0 17.1 0.0 3.5 120 FTG PE 0.0 14 19.8 0.0 17.4 0.0 0.009 TL 32.50 PV 0.1 Pipe: 8 71.1 1.687 PL 37.00 PF 5.0 1 25.3 8.0 10.9 26.4 10.2 120 FTG PE 2.4 21 19.8 0.0 18.2 0.0 0.134 TL 37.00 PV 0.7 Pipe: 9 51.6 1.687 PL 10.00 PF 0.7 8 25.3 8.0 10.1 25.4 7.4 120 FTG PE 0.4 9 26.2 8.0 9.0 23.9 0.074 TL 10.00 PV 0.4 Pipe: 10 27.7 1.687 PL 10.00 PF 0.2 9 26.2 8.0 9.0 23.9 4.0 120 FTG PE 0.4 10 25.3 8.0 9.1 24.1 0.024 TL 10.00 PV 0.1 Pipe: 11 3.6 1.687 PL 10.00 PF 0.0 10 25.3 8.0 9.1 24.1 0.5 120 FTG PE 0.3 11 24.5 8.0 9.5 24.6 0.001 TL 10.00 PV 0.0 Pipe: 12 21.0 1.687 PL 10.00 PF 0.1 11 24.5 8.0 9.5 24.6 3.0 120 FTG PE 0.3 12 23.7 8.0 9.9 25.2 0.014 TL 10.00 PV 0.1 Pipe: 13 46.3 1.687 PL 10.00 PF 0.6 12 23.7 8.0 9.9 25.2 6.6 120 FTG PE 0.4 13 22.8 8.0 10.9 26.5 0.061 TL 10.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 12/30/1997 AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG-.19/2000 SQ FT 500 GPM HOSE PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 14 72.7 1.687 PL 37.00 PF 5.2 13 22.8 8.0 10.9 26.5 10.4 120 FTG PE 1.3 14 19.8 0.0 17.4 0.0 0.140 TL 37.00 PV 0.7 Pipe: 15 159.7 3.200 PL 12.50 PF 0.3 14 19.8 0.0 17.4 0.0 6.4 120 FTG PE 0.0 19 19.8 0.0 17.8 0.0 0.027 TL 12.50 PV 0.3 Pipe: 16 77.1 1.687 PL 37.00 PF 5.8 8 25.3 8.0 10.1 25.4 11.1 120 FTG PE 2.4 22 19.8 0.0 18.2 0.0 0.156 TL 37.00 PV 0.8 Pipe: 17 42.0 1.687 PL 10.00 PF 0.5 15 25.3 8.0 13.6 29.6 6.0 120 FTG PE 0.4 16 26.2 8.0 12.7 28.6 0.051 TL 10.00 PV 0.2 Pipe: 18 13.4 1.687 PL 10.00 PF 0.1 16 26.2 8.0 12.7 28.6 1.9 120 FTG PE 0.4 17 25.3 8.0 13.1 28.9 0.006 TL 10.00 PV 0.0 Pipe: 19 15.5 1.687 PL 20.00 PF 0.2 17 25.3 8.0 13.1 28.9 2.2 120 FTG PE 0.3 18 24.5 8.0 13.6 29.5 0.008 TL 20.00 PV 0.0 Pipe: 20 45.0 1.687 PL 37.00 PF 2.1 18 24.5 8.0 13.6 29.5 6.5 120 FTG PE 2.0 19 19.8 0.0 17.8 0.0 0.058 TL 37.00 PV 0.3 Pipe: 21 204.7 3.200 PL 2.50 PF 0.1 19 19.8 0.0 17.8 0.0 8.2 120 FTG PE 0.0 20 19.8 0.0 17.9 0.0 0.042 TL 2.50 PV 0.4 Pipe: 22 71.6 1.687 PL 17.00 PF 2.3 15 25.3 8.0 13.6 29.6 10.3 120 FTG PE 2.4 23 19.8 0.0 18.3 0.0 0.136 TL 17.00 PV 0.7 Pipe: 23 14.7 1.687 PL 94.00 PF 0.7 20 19.8 0.0 17.9 0.0 2.1 120 FTG PE 0.0 24 19.8 0.0 18.5 0.0 0.007 TL 94.00 PV 0.0 Pipe: 24 11.2 1.687 PL 104.00 PF 0.5 25 19.8 0.0 18.3 0.0 1.6 120 FTG PE 0.0 26 19.8 0.0 18.8 0.0 0.004 TL 104.00 PV 0.0 Pipe: 25 8.9 1.687 PL 104.00 PF 0.3 27 19.8 0.0 18.7 0.0 1.3 120 FTG PE 0.0 28 19.8 0.0 19.0 0.0 0.003 TL 104.00 PV 0.0 Pipe: 26 7.0 1.687 PL 104.00 PF 0.2 29 19.8 0.0 19.1 0.0 1.0 120 FTG PE 0.0 30 19.8 0.0 19.3 0.0 0.002 TL 104.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 12/30/1997 AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG'.19/2000 SQ FT 500 GPM HOSE PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 27 5.5 1.687 PL 104.00 PF 0.1 31 19.8 0.0 19.4 0.0 0.8 120 FTG ---- PE 0.0 32 19.8 0.0 19.6 0.0 0.001 TL 104.00 PV 0.0 Pipe: 28 4.7 1.687 PL 104.00 PF 0.1 33 19.8 0.0 19.8 0.0 0.7 120 FTG ---- PE 0.0 34 19.8 0.0 19.9 0.0 0.001 TL 104.00 PV 0.0 Pipe: 29 4.5 1.687 PL 104.00 PF 0.1 35 19.8 0.0 20.1 0.0 0.6 120 FTG ---- PE 0.0 36 19.8 0.0 20.2 0.0 0.001 TL 104.00 PV 0.0 Pipe: 30 5.0 1.687 PL 104.00 PF 0.1 37 19.8 0.0 20.4 0.0 0.7 120 FTG ---- PE 0.0 38 19.8 0.0 20.5 0.0 0.001 TL 104.00 PV 0.0 Pipe: 31 6.2 1.687 PL 104.00 PF 0.2 39 19.8 0.0 20.6 0.0 0.9 120 FTG ---- PE 0.0 40 19.8 0.0 20.8 0.0 0.001 TL 104.00 PV 0.0 Pipe: 32 7.8 1.687 PL 104.00 PF 0.2 41 19.8 0.0 20.9 0.0 1.1 120 FTG ---- PE 0.0 42 19.8 0.0 21.1 0.0 0.002 TL 104.00 PV 0.0 Pipe: 33 9.8 1.687 PL 104.00 PF 0.4 43 19.8 0.0 21.1 0.0 1.4 120 FTG ---- PE 0.0 44 19.8 0.0 21.5 0.0 0.003 TL 104.00 PV 0.0 Pipe: 34 12.2 1.687 PL 104.00 PF 0.5 45 19.8 0.0 21.3 0.0 1.8 120 FTG ---- PE 0.0 46 19.8 0.0 21.8 0.0 0.005 TL 104.00 PV 0.0 Pipe: 35 14.9 1.687 PL 104.00 PF 0.8 47 19.8 0.0 21.5 0.0 2.1 120 FTG ---- PE 0.0 48 19.8 0.0 22.2 0.0 0.007 TL 104.00 PV 0.0 Pipe: 36 17.9 1.687 PL 104.00 PF 1.1 49 19.8 0.0 21.6 0.0 2.6 120 FTG ---- PE 0.0 50 19.8 0.0 22.7 0.0 0.010 TL 104.00 PV 0.0 Pipe: 37 21.2 1.687 PL 104.00 PF 1.5 51 19.8 0.0 21.7 0.0 3.0 120 FTG ---- PE 0.0 52 19.8 0.0 23.1 0.0 0.014 TL 104.00 PV 0.1 Pipe: 38 24.7 1.687 PL 104.00 PF 2.0 53 19.8 0.0 21.7 0.0 3.5 120 FTG ---- PE 0.0 54 19.8 0.0 23.7 0.0 0.019 TL 104.00 PV 0.1 Pipe: 39 28.4 1.687 PL 104.00 PF 2.6 55 19.8 0.0 21.7 0.0 4.1 120 FTG ---- PE 0.0 56 19.8 0.0 24.3 0.0 0.025 TL 104.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 12/30/1997 • AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG•.19/2000 SQ FT 500 GPM HOSE PIPE DATA cont.) PIPE TAG Q(GPM)!DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS).HW(C) FT) SUM. NODES FT) K) PSI) GPM) F=..L./FT PSI) Pipe: 40 189.9 3.200 PL 12.50 PF 0.5 20 19.8 0.0 17.9 0.0 7.6 120 FTG PE 0.0 25 19.8 0.0 18.3 0.0 0.037 TL 12.50 PV 0.4 Pipe: 41 178.7 3.200 PL 12.50 PF 0.4 25 19.8 0.0 18.3 0.0 7.1 120 FTG PE 0.0 27 19.8 0.0. 18.7 0.0 0.033 TL 12.50 PV 0.3 Pipe: 42 169.9 3.200 PL 12.50 PF 0.4 27 19.8 0.0 18.7 0.0 6.8 120 FTG PE 0.0 29 19.8 0.0 19.1 0.0 0.030 TL 12.50 PV 0.3 Pipe: 43 162.9 3.200 PL 12.50 PF 0.3 29 19.8 0.0 19.1 0.0 6.5 120 FTG PE 0.0 31 19.8 0.0 19.4 0.0 0.028 TL 12.50 PV 0.3 Pipe: 44 157.4 3.200 PL 12.50 PF 0.3 31 19.8 0.0 19.4 0.0 6.3 120 FTG PE 0.0 33 19.8 0.0 19.8 0.0 0.026 TL 12.50 PV 0.3 Pipe: 45 152.7 3.200 PL 12.50 PF 0.3 33 19.8 0.0 19.8 0.0 6.1 120 FTG PE 0.0 35 19.8 0.0 20.1 0.0 0.024 TL 12.50 PV 0.2 Pipe: 46 148.2 3.200 PL 12.50 PF 0.3 35 19.8 0.0 20.1 0.0 5.9 120 FTG PE 0.0 37 19.8 0.0 20.4 0.0 0.023 TL 12.50 PV 0.2 Pipe: 47 143.2 3.200 PL 12.50 PF 0.3 37 19.8 0.0 20.4 0.0 5.7 120 FTG PE 0.0 39 19.8 0.0 20.6 0.0 0.022 TL 12.50 PV 0.2 Pipe: 48 137.0 3.200 PL 12.50 PF 0.3 39 19.8 0.0 20.6 0.0 5.5 120 FTG PE 0.0 41 19.8 0.0 20.9 0.0 0.020 TL 12.50 PV 0.2 Pipe: 49 129.2 3.200 PL 12.50 PF 0.2 41 19.8 0.0 20.9 0.0 5.2 120 FTG PE 0.0 43 19.8 0.0 21.1 0.0 0.018 TL 12.50 PV 0.2 Pipe: 50 119.4 3.200 PL 12.50 PF 0.2 43 19.8 0.0 21.1 0.0 4.8 120 FTG PE 0.0 45 19.8 0.0 21.3 0.0 0.016 TL 12.50 PV 0.2 Pipe: 51 107.2 3.200 PL 12.50 PF 0.2 45 19.8 0.0 21.3 0.0 4.3 120 FTG PE 0.0 47 19.8 0.0 21.5 0.0 0.013 TL 12.50 PV 0.1 Pipe: 52 92.3 3.200 PL 12.50 PF 0.1 47 19.8 0.0 21.5 0.0 3.7 120 FTG PE 0.0 49 19.8 0.0 21.6 0.0 0.010 TL 12.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 12/30/1997 , . AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG-.19/2000 SQ FT 500 GPM HOSE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 53 74.3 3.200 PL 12.50 PF 0.1 49 19.8 0.0 21.6 0.0 3.0 120 FTG PE 0.0 51 19.8 0.0 21.7 0.0 0.006 TL 12.50 PV 0.1 Pipe: 54 53.2 3.200 PL 12.50 PF 0.0 51 19.8 0.0 21.7 0.0 2.1 120 FTG PE 0.0 53 19.8 0.0 21.7 0.0 0.003 TL 12.50 PV 0.0 Pipe: 55 28.4 3.200 PL 12.50 PF 0.0 53 19.8 0.0 21.7 0.0 1.1 120 FTG PE 0.0 55 19.8 0.0 21.7 0.0 0.001 TL 12.50 PV 0.0 Pipe: 56 71.1 4.000 PL 12.50 PF 0.0 21 19.8 0.0 18.2 0.0 1.8 120 FTG PE 0.0 22 19.8 0.0 18.2 0.0 0.002 TL 12.50 PV 0.0 Pipe: 57 148.1 4.000 PL 12.50 PF 0.1 22 19.8 0.0 18.2 0.0 3.8 120 FTG PE 0.0 23 19.8 0.0 18.3 0.0 0.008 TL 12.50 PV 0.1 Pipe: 58 219.7 4.000 PL 12.50 PF 0.2 23 19.8 0.0 18.3 0.0 5.6 120 FTG PE 0.0 24 19.8 0.0 18.5 0.0 0.016 TL 12.50 PV 0.2 Pipe: 59 234.4 4.000 PL 12.50 PF 0.2 24 19.8 0.0 18.5 0.0 6.0 120 FTG PE 0.0 26 19.8 0.0 18.8 0.0 0.018 TL 12.50 PV 0.2 Pipe: 60 245.6 4.000 PL 12.50 PF 0.2 26 19.8 0.0 18.8 0.0 6.3 120 FTG PE 0.0 28 19.8 0.0 19.0 0.0 0.020 TL 12.50 PV 0.3 Pipe: 61 254.5 4.000 PL 12.50 PF 0.3 28 19.8 0.0 19.0 0.0 6.5 120 FTG PE 0.0 30 19.8 0.0 19.3 0.0 0.021 TL 12.50 PV 0.3 Pipe: 62 261.5 4.000 PL 12.50 PF 0.3 30 19.8 0.0 19.3 0.0 6.7 120 FTG PE 0.0 32 19.8 0.0 19.6 0.0 0.022 TL 12.50 PV 0.3 Pipe: 63 267.0 4.000 PL 12.50 PF 0.3 32 19.8 0.0 19.6 0.0 6.8 120 FTG PE 0.0 34 19.8 0.0 19.9 0.0 0.023 TL 12.50 PV 0.3 Pipe: 64 271.7 4.000 PL 12.50 PF 0.3 34 19.8 0.0 19.9 0.0 6.9 120 FTG PE 0.0 36 19.8 0.0 20.2 0.0 0.024 TL 12.50 PV 0.3 Pipe: 65 276.2 4.000 PL 12.50 PF 0.3 36 19.8 0.0 20.2 0.0 7.1 120 FTG PE 0.0 38 19.8 0.0 20.5 0.0 0.025 TL 12.50 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 12/30/1997 AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG-.19/2000 SQ FT 500 GPM HOSE PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 66 281.2 4.000 PL 12.50 PF 0.3 38 19.8 0.0 20.5 0.0 7.2 120 FTG PE 0.0 40 19.8 0.0 20.8 0.0 0.026 TL 12.50 PV 0.3 Pipe: 67 287.4 4.000 PL 12.50 PF 0.3 40 19.8 0.0 20.8 0.0 7.3 120 FTG PE 0.0 42 19.8 0.0 21.1 0.0 0.027 TL 12.50 PV 0.4 Pipe: 68 295.2 4.000 PL 12.50 PF 0.3 42 19.8 0.0 21.1 0.0 7.5 120 FTG PE 0.0 44 19.8 0.0 21.5 0.0 0.028 TL 12.50 PV 0.4 Pipe: 69 305.0 4.000 PL 12.50 PF 0.4 44 19.8 0.0 21.5 0.0 7.8 120 FTG PE 0.0 46 19.8 0.0 21.8 0.0 0.030 TL 12.50 PV 0.4 Pipe: 70 317.2 4.000 PL 12.50 PF 0.4 46 19.8 0.0 21.8 0.0 8.1 120 FTG PE 0.0 48 19.8 0.0 22.2 0.0 0.032 TL 12.50 PV 0.4 Pipe: 71 332.1 4.000 PL 12.50 PF 0.4 48 19.8 0.0 22.2 0.0 8.5 120 FTG PE 0.0 50 19.8 0.0 22.7 0.0 0.035 TL 12.50 PV 0.5 Pipe: 72 350.0 4.000 PL 12.50 PF 0.5 50 19.8 0.0 22.7 0.0 8.9 120 FTG PE 0.0 52 19.8 0.0 23.1 0.0 0.038 TL 12.50 PV 0.5 Pipe: 73 371.2 4.000 PL 12.50 PF 0.5 52 19.8 0.0 23.1 0.0 9.5 120 FTG PE 0.0 54 19.8 0.0 23.7 0.0 0.043 TL 12.50 PV 0.6 Pipe: 74 395.9 4.000 PL 12.50 PF 0.6 54 19.8 0.0 23.7 0.0 10.1 120 FTG PE 0.0 56 19.8 0.0 24.3 0.0 0.048 TL 12.50 PV 0.7 Pipe: 75 424.4 6.357 PL 40.33 PF 0.2 56 19.8 0.0 24.3 0.0 4.3 120 FTG PE 7.7 BOR 2.0 0.0 32.2 0.0 0.006 TL 40.33 PV 0.1 Pipe: 76 424.4 4.000 PL 2.50 PF 0.1 BOR 2.0 0.0 32.2 0.0 10.8 120 FTG PE 0.0 HDR 2.0 H.S. 32.4 100.0 0.055 TL 2.50 PV 0.8 Pipe: 77 524.4 7.980 PL 150.00 PF 0.3 HDR 2.0 H.S. 32.4 100.0 3.4 150 FTG PE 3.5 BFOUT 6.0 0.0 36.1 0.0 0.002 TL 150.00 PV 0.1 Pipe: 78 FIXED PRESSURE LOSS DEVICE BFIN 6.0 0.0 41.1 0.0 5.0 psi, 524.4 gpm BFOUT 6.0 0.0 36.1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 12/30/1997 • AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG-.19/2000 SQ FT 500 GPM HOSE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) .SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT {PSI) Pipe: 79 -524.4 7.980 PL 5.00 PF 0.0 BFIN -6.0 0.0 41.1 0.0 3.4 150 FTG ---- PE 0.0 UG1 -6.0 0.0 41.1 0.0 0.002 TL 5.00 PV 0.1 Pipe: 80 -524.4 9.790 PL 170.00 PF 0.1 UG1 -6.0 0.0 41.1 0.0 2.2 150 FTG ---- PE -0.9 TEST -4.0 SRCE 40.4 (N/A) 0.001 TL 170.00 PV 0.0 NOTES: 1) Calculations were performed by the HASS 6.2.0 computer program under license no. 4 C1325U granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.074 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.5 ft/sec at pipe 6. 4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 8.955 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 9.276 psi d. Remote area is located adjacent to right cross main SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 12/30/1997 AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG•.19/f000 SQ FT 500 GPM HOSE 5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly H 45DEll 6.357 17.60 37.70 11.30 40.20 12.60 3.80 35.00 24.00 8.80 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly H 45DEll 1.687 5.00 10.00 2.50 11.30 8.00 1.00 1.00 1.00 2.50 3.200 8.60 18.40 6.10 19.60 12.30 1.20 16.00 12.00 3.70 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 7.980 26.00 50.00 19.00 64.00 17.00 6.00 9.790 28.00 64.00 20.00 70.00 24.00 6.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 12/30/1997 • . AIRCRGO.SDF JOB TITLE: AIR CARGO BLDG•.19/2000 SQ FT 500 GPM HOSE WATER SUPPLY CURVE 60+ I 55+ I I I 50*\\ 45+ \\ I \\ 0\ P 40+ X \\ R I \\ E I \\ S I \\ S 35+ * <-35.0 psi @ 1230 gpm U I Flow Test Point R I E I. 30+ I P I S 125+ I I I 20+ I I 15+ I 10+ LEGEND " I" X = Required Water Supply " I 40.37 psi @ 924.4 gpm " 5+ I 0 = Available Water Supply " 41.16 psi @ 924.4 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) GC1 GENERAL CONSTRUCTORS, INC. 991 EXPLORER COVE SUITE 101 ALTAMONTE SPRINGS, FLORIDA 32701 407) 831- 8898 • FAX (407) 831-1223 TO SANFORD BUILDING DEPARTMENT 300 N. PARK AVENUE (P.O. BOX 1788) SANFORD, FLORIDA 32772 ATTN Phone: (407) 330-5656 Fax: (407) 330-5677 WE ARE SENDING YOU THE FOLLOWING ITEMS: LEUVEN OF 1rRz% 0M 1rM%L DATE 11/25/97 JOB NO. GCI'S 97-02 Project Name: AIR CARGO BUILDING @ ORLANDO SANFORD AIRPORT TRANSMITTAL; 4 SPEC. SECT. SUBCONTRACTOR / SUPPLIER JI;N Plans Specifications Shop drawings p Samples COPIES DRAWING NO. DESCRIPTION 3 COMPLETE SETS OF PLANS THESE ARE TRANSMITTED as checked below: R For approval For your information As requested For review and comment Approved as noted Resubmit copies for approval by REMARKS COPY TO SIGNED:TIMOTHY J. FIERRO, PRESIDENT NAME TITLE. White: Addressee, Canary: Permanent File, Pink: Field Office, Gold: Shop Copy If enclosures are not as noted, kindly notify us at once. DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: 190Cef6o ,6v(Y0-,W6 Owner/ Contact Person: Address: 2 t o(- 2 9 S 9 Ce'TR1E.1t Ave, Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.):. REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings.: Number of Fixture Units each building): Type of Utility Connection individual donnections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CH9RCE //> R,PC7 Fesf CONNECTION FEE CALCULATION: Date: /- 21°lS7 Phone: 19 7CP, //yPq c7 = '1/6-S O I o79- t = 2 , 1-0 Name - Signature - Date. I/ o/s> REVISED - 3/20/96 CITY OF SANFORD FIRE'DEPARTMENT 1 I FEES FOR SERVICES DU/lA1S /l. /.A7_Q77-G C9 DATE: J' BUSINESS ADDRESS: PHONE NUMBER:( PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT COMMENTS:e4.,jc-0 4 fr"J Qu;' 1j, Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the Ci/t/yy of Sanford, Florida. F SanTord Fire Prevention AVicants Signature r i CITY OF S FORD,*LORIDA PERMIT NO - ,,DATE - THE" UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A,R.V. MECHANICAL EQUIPMENT: 7. 4 i OWNER'S NAME 1 %2/D2Pr -4 irwpp_1 T_ `i 7 ADDRESS 6F,JOB,290/—,2 P, Fe . SAAlFc 2D MECHANICAL CONTR.Cd5NT/Z44 rO elOR 4r 2;e . RESIDENTIAL COMMERCIAL - Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK 4 11A c , Num6r AMOUNT FUEL MOTOR H.P. B.T.0 ' INPUT _OUTPUT VALUATION if A i or NOTE: MINIMUM PERMIT FEE $1.60 ALCo COMPETENCY CARD NO,C.l IC O-,0 87? ? CITY OF SANFORD, FLORIDA PERMIT NO. 1 - ` I ` 9 DATE', 762?L: THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME5/ Y)Snw( ADDRESS OF JOB //) A,' -- MECHANICAL CONTR. F,:P&6"0v'-r^- RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK COMPETENCY CARD NO. CITY OF SANFORD, FLORIDA PERMIT NO- ` v (a9 l DATE / - 7 - Q THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER'S NAME i iE' 'e% C.2 O pSR AST L ADDRESS OF JOB ,2901 - a 9 9 g CAgz.Tf 2 A Vf PLUMBING CONTR. PC0mjr ^ C) Res. Comm._ Subject to rules and regulations of Sanford Plumbing code. Residential: I Alteration, Addition, Repair Number I Amount New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap 00 Sevverr 00 Water Piping Gas Piping Factory-built housing Mobile Home Application Fee Minimum Commercial Permit: -42'g-ho'Tots, 77 Maur IumMr/6 C7 COMPETENCY CARD NO. r C' O J ` 79 J t TO' ITW 1303 DRAWING TRANSMITTAL LETTER , GRINMU FIRE PRrO ' 711"ON SYSTEMS COMM _ N•" 4702 Parkway Commerce Blvd., Orlando, FL 32808 — — — Telephone:' 407-299-3430 Fax:407-299-4727 t Fo Fims °" 1pcc S AoJjE h4fo" RL 1,i- AE064 • I J 1 CONTRACT 0 DATE / • v I I 1 CONTRACT NUMBER MAILED ' — — - — - Ir BY HAND ENCLOSURES ARE FOR ACTION AS INDICATED BY (X) y Z O DRAWING a O DESCRIPTIONi> O NUMBER U. p OR DRAWING TITLE O 2O¢ a cc N 1 a Wd M 0 Z U Z I 3- A row. 3 M, 41 M?wa I I i i I REMARKS I NOTE:- RETURN ( ) COPIES OF DRAWINGS MARKED WITH YOUR STAMP OF ACCEPTANCE- AND OR YOUR COMMENTS. - G4327R2 PRINTED IN U.S.A. KIM I ED folio i n of Vj OUTING &R'E-- QU E ST : _ = Gj ,. ti Please... Read To: Handle Appro And.. Forw d, Return Keep or Recycle Review with Me From: 7 postwItS 76" 03M 1995 Date: Sanford ire 0"w1we"t Grinnell Fire Protection Systems Company 4702 Parkway Commerce Blvd. Orlando, FI. 32808 407)299-3430, Fax (407)2994727 Attention: Ron Jacobs, Branch Manager Dear Ron: 1303 S. French Ave. Sanford FI. 32771 Mike McGibeny, Fire Marshal 407) 302-1091 Fax (407) 302-1097 April 29, 1998 The resubmitted set of shop drawings, hydraulic calculations, and material data sheets for Air Cargo 2901 Carrier Avenue ) have been reviewed by this office. In regards to the rack storage requirements over12' and up to and including 20', 1 have highlighted the applicable aspects of N.F.P.A . 231- C for this facility (see attached). I have also provided a list of four (4) other sprinkler system requirements. If I can be of any further assistance please don't hesitate to call my office. Sincerely, 7 Mike Mc Gibeny Fire Marshal, tr t 231C-12 RMA S OIt,AGE OF NINVER1At-•S Table 6-12 Single- or Double -Row Racks. Storage lleight up to and Including 25 ft, Aisles Wider than 4 It, without Solid Shelves. Aisles Ceiling Sprinkler Water Demand With In -Rack Sprinklers Without In -Rack Sprinklersft) Sprinklers Apply Fig. Apply Fig. Commodity Encap- 4-4.1) Alandalory Ilei ht Class sulated B-6-11.2) In -Rack Curves 6-9.2 Curves 6-9.2 No 1 Nu Fig. 612(a) D Fig. i-12(a) G&II Yes 8 A&B E&F Yes I Nu 6-12(c) C&1) 6-12(e) G&ll Yes 1 8 1 A&B E&F No I No 6-12(h) C&I) 6-12(h) G&II Yeso b 8 A&B E&F 11 Yes 4 No 6-12(e) C&1) 6-12(c) II Yes C.I 3 8 A&11 E&F V u C Yes No 4 No 6-12((:) C&D i-12(c) 9,11 Yes p O C 8 A&B 1:&F o 111 Yes I I Level 6-12(1) C&D n 8 A&B No 4 No 6-12(d) C&D 6-12(d) G&II Yes 8 A&13; E F LV Yes I I Level 6-12(g) CM) 8 A&B No 1 No 6-1 2(a) C&1) 6-12(a) G&1•I Yes 8 A&15 E&F Yes 1 1 Level 6-12(c) C&D 1 w 8 A&B No I No 6-12(b) 1) 6-12(b) G&I 1 YescI tCn ARc 13 I l l Yes 1 I Level 6-12(c) C&I 8 A&B No No INo 6-12(c) C&D 6-12((:) 11 Yesu 0 8 A&B E&_F Yes I I Level 6-12(I) C:&I) c n 8 A&B No I-- No i-12(d) U 6-12(d) G I YCS 8 A&B E&1 IV Yes 1 1 Level 6-12(g) C&D 8 A RAI No I No 6-12(a) C&D 3-12(a) G&II Yes 8 A&11 E&I Yes 1 I Level 6-12(c) C&D 1 8 A& B No 4 No 6-12(b) C:&D 6-12(h) 11 Yes A&B EM. bO II Yes I I Level 6-12(c) C&D l -:5 8 A&B No No 4 No 6-12(c) I) 6-12((:) G& 1 I Yes y 8 A&B F-&F y Ill Yes 1 1 Level i-12(1) C&I) i n 8 A&15 No 11 6-12(d) U&I) 8 A& 13 I V 1 Level D1'es 1 1 6-12(g) 8 A&B 1, • 'A unit'.: I Ii = 0.3014 ro M 1995 Edilion 1% 231C-Iq RACK SIORAta• OF NIArFAIAIs Ceiling sprinkler density (Umin)/m2 Curve Legend Curve Legend 6.1 8.2 10.2 12.2 114.3 116.3 18.3 20.4 A - Single- or double -row racks E - Single -or double -row racks with 8-It (2.44-rn) aisles with 8.11(2.44-m) aisles 6000 A B C D I" E', F G FI 557 with 286'F (141"C) and 286"F (141•C) telling ceiling sprinklers and sprinklers. E 165'F (741C) F - Single -or double -row racks in -rack sprinklers. with 8-It (2.44-m) aisles 5000 465 a B - Single -or double -row and 165"F (74'C) In -rack m racks with 8-II (2.44-m) sprinklers. s aisles wltlr 165°F (74^C) 0 - Single -or double -row racks 4000 372 o 0 ceiling sprinklers with 4-II (1.22-m) aisles c and 165'F (74'C) and 2861F (A41IC) tellingcin -rack sprinklers. sprinklers. cl J r C - Single -or double -row racks H - Single -or double -row racks c 3000 c with 4-I1 (1.22-m) aisles or with 4-I1(1.22-m) aislesJL1279LImultiple-row to racks with 286"F (141"C) ceiling and 165'F (74"C) ceiling sprinklers. e 2000 I 186 c sprinklers and 1651F (74'C) I - Multiple -row racks with rnM 0, In -rack sprinklers. 8.11 (2.44-m) or wider O JUT _ - - Single point Design 9 D - Single -or doublo-row racks aisles and 2861F (141"C) only O wit!, 441 (1.22-nt) aisles or ceiling sprinklers. 1000 0.15 0.20 0.25 0.30 0('35 0.45 93 0.50 multiple -row racks with r 165^F (74"C) ceiling r J - Multiple -row racks with 8.11 (2.44-m) or wider10.40 Ceiling sprinkler density (gpm/112) sprinklers and 16511' (74"C) in -rack sprinklers. aisles and 165'F (741C) ceiling sprinklers. Figure 6.12(c) Sprinkler system design curves - 20-ft (6.1-m) high rack storage - Class 111 mrneucapsulated commodities corrvenliorral pallets. Ceiling sprinkler density (Umin)/m2 6000 I 5000 a 0 m 4000 32 CL 30000 v 2000 v+ O 5 557 465 372 279 186 10001111 'I'lli i i r r r r r r i r i i r )ii i ri 93 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 Ceiling sprinkler density (gpnVI12) Curve Legend A - Single -or double -row racks with 8-I1 (2.44-m) aisles with 286"F (141"C) ceiling sprinklers and 165"F (74'C) In -rack sprinklers. o B - Single -or double -row r'o racks with 8-I1 (2.44-m) n aisles with 165'F (741C) 0 ceiling sprinklers and 165"F(74^C) e In -rack sprinklers. a C - Single -or double -row racks with 4-I1(1.22-m) aisles or mulliiple-row racks with pr 286117 (141"C) ceiling 3 sprinklers and 165-F (74"C) tM in -rack spinklers. y D - Single -or double -row, racks O with 4-I1(1.22-m) aisles or multiple -row racks with 165"F (74"C) ceiling sprinklers and 165"F (74"C) in -rack sprinklers. Curve Legend E - Single -or double -row racks with 8-I1 (2.44-m) aisles and 286"F (141"C) ceiling sprinklers. F - Single -or double -row racks with 8.11 (2.44-m'I aisles and 165"F (74"C) In -rack sprinklers. G - Single- or double -row racks with 4-11 (1.22-m) aisles and 286"F (141°C) ceiling sprirrklors. H - Single -or double -row racks with 4-It (1.22-m) aisles and 1651F (74"C) ceiling sprinklers. Figure 6.12(d) Sprinkler system design cures - 2041 (6.1-m) high rank storage - Class IV nonencapsulated commodities - conventional pallets. 1995 Edition Page #3 1. Lable all hose stations "Fire Department use Only" t 2. Lable all Inspectors test valves with signs (metal) 3. Label riser room door with sign and provide key to Knox Box. 4. Paint inside Fire Riser Red. GRINNELL FIRE PROTECTION 4702 PARKWAY COMMERCE BLVD• ' ORLANDO FLORIDA 32808 0- HYDRAULIC CALCULATIONS FOR AIR CARGO BUILDING Q ORLANDO SANFORD AIRPORT"V FILE NUMBER: CARGOI.SDF 1 DATE: Apr 15, 1998 DESIGN DATA - OCCUPANCY CLASSIFICATION: 231C CLASS 4 COMMODITY DENSITY: £732-7 gpm/sq. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 98.4 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 20 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 647.7 gpm TOTAL WATER REQUIRED (including hose): 942.5 gpm FLOW AND PRESSURE (@ BOR):E 647.7 gpm @33.1 psi SPRINKLER ORIFICE SIZE: 17/32 inch DESIGN/LAYOUT BY: JOE NEMCEK DESIGN / ESTIMATOR :'.. AUTHORITY HAVING JURISDICTION: CITY OF SANFORD ENGINEER OF RECORD - LEMING ASSOCIATES 3716A SILVER STAR ROAD ORLANDO FL 32808 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 C1325U ) HRS SYSTEMS, INC. ATLANTA, GA a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/15/1998 ' CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS WATER SUPPLY DATA SOURCE NODE TAG AA STATIC RESID. PRESS. PRESS. @ PSI) (PSI) 65.0 45.0 FLOW AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. GPM) (PSI) GPM) PSI) 1000.0 47.1 942.5 42.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 942.5 GPM 0.0 GPM 300.0 GPM 642.5 GPM TOTAL NORMAL NODE TAG ELEVATION NODE TYPE PRESSURE PRESSURE DISCHARGE FT) PSI) PSI) GPM) 1 24.0 K= 8.10 16.4 15.9 32.3 2 25.0 K= 8.10 15.7 15.4 31.8 3 25.0 K= 8.10 15.5 15.4 31.8 4 26.0 K= 8.10 15.1 15.1 31.5 5 25.0 K= 8.10 15.6 15.4 31.8 6 25.0 K= 8.10 15.7 15.4 31.8 6A 24.0 K= 8.10 16.5 15.9 32.3 7 20.0 21.4 21.3 8 24.0 K= 8.10 16.5 15.9 32.3 9 25.0 K= 8.10 15.7 15.4 31.8 10 25.0 K= 8.10 15.6 15.5 31.9 11 26.0 K= 8.10 15.1 15.1 31.5 12 25.0 K= 8.10 15.6 15.5 31.9 13 25.0 K= 8.10 15.7 15.4 31.8 13A 24.0 K= 8.10 16.5 15.9 32.3 14 20.0 21.4 21.2 15 24.0 K= 8.10 17.1 16.6 33.0 16 25.0 K= 8.10 16.4 16.2 32.6 17 25.0 K= 8.10 16.3 16.3 32.7 18 26.0 K= 8.10 15.9 15.9 32.3 18A 25.0 K= 8.10 16.4 16.2 32.6 18B 25.0 K= 8.10 16.6 16.2 32.6 19 20.0 21.5 21.2 20 20.0 21.8 21.5 21 20.0 22.5 22.5 22 20.0 22.6 22.5 23 20.0 22.6 22.5 24 20.0 22.6 22.5 25 20.0 22.0 21.8 26 20.0 22.7 22.6 27 20.0 22.2 22.0 28 20.0 22.7 22.6 29 20.0 22.4 22.2 30 20.0 22.8 22.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/15/1998 , CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS TOTAL NORMAL NODE TAG ELEVATION NODE TYPE PRESSURE PRESSURE DISCHARGE FT) (PSI) (PSI) (GPM) 31 20.0 22.5 22.4 - - - 32 20.0 22.9 22.7 - - - 33 20.0 22.7 22.5 - - - 34 20.0 22.9 22.8 - - - 35 20.0 22.8 22.7 - - - 36 20.0 23.0 22.9 - - - 37 20.0 22.9 22.8 - - - 38 20.0 23.1 22.9 - - - 39 20.0 22.9 22.9 - - - 40 20.0 23.2 23.0 - - - 41 20.0 23.0 23.0 - - - 42 20.0 23.3 23.1 - - - 43 20.0 23.1 23.0 - - - 44 20.0 23.4 23.2 - - - 45 20.0 23.1 23.1 - - - 46 20.0 23.5 23.3 - - - 47 20.0 23.2 23.1 - - - 48 20.0 23.6 23.4 - - - 49 20.0 23.2 23.2 - - - 50 20.0 23.7 23.5 - - - 51 20.0 23.2 23.2 - - - 52 20.0 23.8 23.6 - - - 53 20.0 23.2 23.2 - - - 54 20.0 23.9 23.7 - - - 55 20.0 23.2 23.2 - - - 56 20.0 24.1 23.8 - - - F 20.0 24.3 24.1 - - - E 3.0 HOSE STREAM 33.1 32.9 300.0 D 1.0 34.0 33.7 - - - C 0.0 34.7 34.7 - - - B 0.0 41.7 41.7 - - - A 0.0 42.0 41.9 - - - AA 0.0 SOURCE 42.3 42.3 942.5. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY 32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE 200 RACKS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 1 111.1 6.357 PL 12.50 PF 0.0 21 20.0 22.5 22.5 0.0 1.1 120 FTG PE 0.0 22 20.0 22.6 22.5 0.0 0.000 TL 12.50 PV 0.0 Pipe: 2 222.0 6.357 PL 12.50 PF 0.0 22 20.0 22.6 22.5 0.0 2.2 120 FTG PE 0.0 23 20.0 22.6 22.5 0.0 0.002 TL 12.50 PV 0.0 Pipe: 3 324.1 6.357 PL 12.50 PF 0.0 23 20.0 22.6 22.5 0.0 3.3 120 FTG PE 0.0 24 20.0 22.6 22.5 0.0 0.003 TL 12.50 PV 0.1 Pipe: 4 350.9 6.357 PL 12.50 PF 0.1 24 20.0 22.6 22.5 0.0 3.5 120 FTG PE 0.0 26 20.0 22.7 22.6 0.0 0.004 TL 12.50 PV 0.1 Pipe: 5 374.3 6.357 PL 12.50 PF 0.1 26 20.0 22.7 22.6 0.0 3.8 120 FTG PE 0.0 28 20.0 22.7 22.6 0.0 0.005 TL 12.50 PV 0.1 Pipe: 5A 395.0 6.357 PL 12.50 PF 0.1 28 20.0 22.7 22.6 0.0 4.0 120 FTG PE 0.0 30 20.0 22.8 22.7 0.0 0.005 TL 12.50 PV 0.1 Pipe: 6 413.2 6.357 PL 12.50 PF 0.1 30 20.0 22.8 22.7 0.0 4.2 120 FTG PE 0.0 32 20.0 22.9 22.7 0.0 0.005 TL 12.50 PV 0.1 Pipe: 7 429.4 6.357 PL 12.50 PF 0.1 32 20.0 22.9 22.7 0.0 4.3 120 FTG PE 0.0 34 20.0 22.9 22.8 0.0 0.006 TL 12.50 PV 0.1 Pipe: 8 444.1 6.357 PL 12.50 PF 0.1 34 20.0 22.9 22.8 0.0 4.5 120 FTG PE 0.0 36 20.0 23.0 22.9 0.0 0.006 TL 12.50 PV 0.1 Pipe: 9 457.8 6.357 PL 12.50 PF 0.1 36 20.0 23.0 22.9 0.0 4.6 120 FTG PE 0.0 38 20.0 23.1 22.9 0.0 0.007 TL 12.50 PV 0.1 Pipe: 10 471.1 6.357 PL 12.50 PF 0.1 38 20.0 23.1 22.9 0.0 4.8 120 FTG PE 0.0 40 20.0 23.2 23.0 0.0 0.007 TL 12.50 PV 0.2 Pipe: 11 484.4 6.357 PL 12.50 PF 0.1 40 20.0 23.2 23.0 0.0 4.9 120 FTG PE 0.0 42 20.0 23.3 23.1 0.0 0.007 TL 12.50 PV 0.2 Pipe: 12 498.3 6.357 PL 12.50 PF 0.1 42 20.0 23.3 23.1 0.0 5.0 120 FTG PE 0.0 44 20.0 23.4 23.2 0.0 0.008 TL 12.50 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY 32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 13 513.3 6.357 PL 12.50 PF 0.1 44 20.0 23.4 23.2 0.0 5.2 120 FTG PE 0.0 46 20.0 23.5 23.3 0.0 0.008 TL 12.50 PV 0.2 Pipe: 14 529.7 6.357 PL 12.50 PF 0.1 46 20.0 23.5 23.3 0.0 5.4 120 FTG PE 0.0 48 20.0 23.6 23.4 0.0 0.009 TL 12.50 PV 0.2 Pipe: 15 547.8 6.357 PL 12.50 PF 0.1 48 20.0 23.6 23.4 0.0 5.5 120 FTG PE 0.0 50 20.0 23.7 23.5 0.0 0.009 TL 12.50 PV 0.2 Pipe: 16 568.0 6.357 PL 12.50 PF 0.1 50 20.0 23.7 23.5 0.0 5.7 120 FTG PE 0.0 52 20.0 23.8 23.6 0.0 0.010 TL 12.50 PV 0.2 Pipe: 17 590.4 6.357 PL 12.50 PF 0.1 52 20.0 23.8 23.6 0.0 6.0 120 FTG PE 0.0 54 20.0 23.9 23.7 0.0 0.011 TL 12.50 PV 0.2 Pipe: 18 615.2 6.357 PL 12.50 PF 0.1 54 20.0 23.9 23.7 0.0 6.2 120 FTG PE 0.0 56 20.0 24.1 23.8 0.0 0.011 TL 12.50 PV 0.3 Pipe: 19 642.5 6.357 PL 10.00 PF 0.3 56 20.0 24.1 23.8 0.0 6.5 120 FTG L PE 0.0 F 20.0 24.3 24.1 0.0 0.012 TL 21.00 PV 0.3 Pipe: 20 642.5 6.357 PL 38.00 PF 1.4 F 20.0 24.3 24.1 0.0 6.5 120 FTG T2LB PE 7.4 E 3.0 33.1 32.9 300.0 0.012 TL 111.00 PV 0.3 Pipe: 21 942.5 8.249 PL 3.00 PF 0.0 E 3.0 33.1 32.9 300.0 5.7 120 FTG PE 0.9 D 1.0 34.0 33.7 0.0 0.007 TL 3.00 PV 0.2 Pipe: 22 942.5 7.980 PL 50.00 PF 0.3 D 1.0 34.0 33.7 0.0 6.0 150 FTG PE 0.4 C 0.0 34.7 34.7 0.0 0.005 TL 50.00 PV 0.2 Pipe: 23 FIXED PRESSURE LOSS DEVICE B 0.0 0.0 41.7 0.0 7.0 psi, 942.5 gpm C 0.0 0.0 34.7 0.0 Pipe: 24 942.5 7.980 PL 60.00 PF 0.3 B 0.0 41.7 41.7 0.0 6.0 150 FTG PE 0.0 A 0.0 42.0 41.9 0.0 0.005 TL 60.00 PV 0.2 Pipe: 25 942.5 9.790 PL 170.00 PF 0.3 A 0.0 42.0 41.9 0.0 4.0 150 FTG PE 0.0 AA 0.0 42.3 42.3 N/A) 0.002 TL 170.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY 32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 26 112.2 4.352 PL 12.50 PF 0.0 7 20.0 21.4 21.3 0.0 2.4 120 FTG PE 0.0 14 20.0 21.4 21.2 0.0 0.003 TL 12.50 PV 0.0 Pipe: 27 224.7 4.352 PL 12.50 PF 0.1 14 20.0 21.4 21.2 0.0 4.8 120 FTG PE 0.0 19 20.0 21.5 21.2 0.0 0.011 TL 12.50 PV 0.2 Pipe: 28 318.4 4.352 PL 12.50 PF 0.3 19 20.0 21.5 21.2 0.0 6.9 120 FTG PE 0.0 20 20.0 21.8 21.5 0.0 0.021 TL 12.50 PV 0.3 Pipe: 29 291.6 4.352 PL 12.50 PF 0.2 20 20.0 21.8 21.5 0.0 6.3 120 FTG PE 0.0 25 20.0 22.0 21.8 0.0 0.018 TL 12.50 PV 0.3 Pipe: 30 268.1 4.352 PL 12.50 PF 0.2 25 20.0 22.0 21.8 0.0 5.8 120 FTG PE 0.0 27 20.0 22.2 22.0 0.0 0.016 TL 12.50 PV 0.2 Pipe: 31 247.5 4.352 PL 12.50 PF 0.2 27 20.0 22.2 22.0 0.0 5.3 120 FTG PE 0.0 29 20.0 22.4 22.2 0.0 0.013 TL 12.50 PV 0.2 Pipe: 32 229.3 4.352 PL 12.50 PF 0.1 29 20.0 22.4 22.2 0.0 4.9 120 FTG PE 0.0 31 20.0 22.5 22.4 0.0 0.012 TL 12.50 PV 0.2 Pipe: 33 213.1 4.352 PL 12.50 PF 0.1 31 20.0 22.5 22.4 0.0 4.6 120 FTG PE 0.0 33 20.0 22.7 22.5 0.0 0.010 TL 12.50 PV 0.1 Pipe: 34 198.4 4.352 PL 12.50 PF 0.1 33 20.0 22.7 22.5 0.0 4.3 120 FTG PE 0.0 35 20.0 22.8 22.7 0.0 0.009 TL 12.50 PV 0.1 Pipe: 35 184.7 4.352 PL 12.50 PF 0.1 35 20.0 22.8 22.7 0.0 4.0 120 FTG PE 0.0 37 20.0 22.9 22.8 0.0 0.008 TL 12.50 PV 0.1 Pipe: 36 171.4 4.352 PL 12.50 PF 0.1 37 20.0 22.9 22.8 0.0 3.7 120 FTG PE 0.0 39 20.0 22.9 22.9 0.0 0.007 TL 12.50 PV 0.1 Pipe: 37 158.1 4.352 PL 12.50 PF 0.1 39 20.0 22.9 22.9 0.0 3.4 120 FTG PE 0.0 41 20.0 23.0 23.0 0.0 0.006 TL 12.50 PV 0.1 Pipe: 38 144.2 4.352 PL 12.50 PF 0.1 41 20.0 23.0 23.0 0.0 3.1 120 FTG PE 0.0 43 20.0 23.1 23.0 0.0 0.005 TL 12.50 PV 0.1 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/15/1998 , CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 39 129.2 4.352 PL 12.50 PF 0.1 43 20.0 23.1 23.0 0.0 2.8 120 FTG PE 0.0 45 20.0 23.1 23.1 0.0 0.004 TL 12.50 PV 0.1 Pipe: 40 112.8 4.352 PL 12.50 PF 0.0 45 20.0 23.1 23.1 0.0 2.4 120 FTG PE 0.0 47 20.0 23.2 23.1 0.0 0.003 TL 12.50 PV 0.0 Pipe: 41 94.7 4.352 PL 12.50 PF 0.0 47 20.0 23.2 23.1 0.0 2.0 120 FTG PE 0.0 49 20.0 23.2 23.2 0.0 0.002 TL 12.50 PV 0.0 Pipe: 42 74.5 4.352 PL 12.50 PF 0.0 49 20.0 23.2 23.2 0.0 1.6 120 FTG PE 0.0 51 20.0 23.2 23.2 0.0 0.001 TL 12.50 PV 0.0 Pipe: 43 52.1 4.352 PL 12.50 PF 0.0 51 20.0 23.2 23.2 0.0 1.1 120 FTG PE 0.0 53 20.0 23.2 23.2 0.0 0.001 TL 12.50 PV 0.0 Pipe: 44 27.3 4.352 PL 12.50 PF 0.0 53 20.0 23.2 23.2 0.0 0.6 120 FTG PE 0.0 55 20.0 23.2 23.2 0.0 0.000 TL 12.50 PV 0.0 Pipe: 45 111.1 2.227 PL 27.00 PF 4.4 21 20.0 22.5 22.5 0.0 9.1 120 FTG 2T PE 1.7 1 24.0 16.4 15.9 32.3 0.079 TL 55.00 PV 0.6 Pipe: 46 78.8 2.227 PL 8.00 PF 0.3 1 24.0 16.4 15.9 32.3 6.5 120 FTG PE 0.4 2 25.0 15.7 15.4 31.8 0.042 TL 8.00 PV 0.3 Pipe: 47 47.0 2.227 PL 8.00 PF 0.1 2 25.0 15.7 15.4 31.8 3.9 120 FTG PE 0.0 3 25.0 15.5 15.4 31.8 0.016 TL 8.00 PV 0.1 Pipe: 48 15.2 2.227 PL 8.00 PF 0.0 3 25.0 15.5 15.4 31.8 1.2 120 FTG PE 0.4 4 26.0 15.1 15.1 31.5 0.002 TL 8.00 PV 0.0 Pipe: 49 16.3 2.227 PL 8.00 PF 0.0 4 26.0 15.1 15.1 31.5 1.3 120 FTG PE- 0.4 5 25.0 15.6 15.4 31.8 0.002 TL 8.00 PV 0.0 Pipe: 50 48.1 2.227 PL 8.00 PF 0.1 5 25.0 15.6 15.4 31.8 4.0 120 FTG PE 0.0 6 25.0 15.7 15.4 31.8 0.017 TL 8.00 PV 0.1 Pipe: 51 79.9 2.227 PL 8.00 PF 0.3 6 25.0 15.7 15.4 31.8 6.6 120 FTG PE 0.4 6A 24.0 16.5 15.9 32.3 0.043 TL 8.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 bate: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 52 112.2 2.227 PL 11.00 PF 3.2 6A 24.0 16.5 15.9 32.3 9.2 120 FTG 2T PE 1.7 7 20.0 21.4 21.3 0.0 0.081 TL 39.00 PV 0.6 Pipe: 53 110.9 2.227 PL 27.00 PF 4.4 22 20.0 22.6 22.5 0.0 9.1 120 FTG 2T PE 1.7 8 24.0 16.5 15.9 32.3 0.079 TL 55.00 PV 0.6 Pipe: 54 78.6 2.227 PL 8.00 PF 0.3 8 24.0 16.5 15.9 32.3 6.5 120 FTG PE 0.4 9 25.0 15.7 15.4 31.8 0.042 TL 8.00 PV 0.3 Pipe: 55 46.8 2.227 PL 8.00 PF 0.1 9 25.0 15.7 15.4 31.8 3.9 120 FTG PE 0.0 10 25.0 15.6 15.5 31.9 0.016 TL 8.00 PV 0.1 Pipe: 56 15.0 2.227 PL 8.00 PF 0.0 10 25.0 15.6 15.5 31.9 1.2 120 FTG PE 0.4 11 26.0 15.1 15.1 31.5 0.002 TL 8.00 PV 0.0 Pipe: 57 16.5 2.227 PL 8.00 PF 0.0 11 26.0 15.1 15.1 31.5 1.4 120 FTG PE 0.4 12 25.0 15.6 15.5 31.9 0.002 TL 8.00 PV 0.0 Pipe: 58 48.4 2.227 PL 8.00 PF 0.1 12 25.0 15.6 15.5 31.9 4.0 120 FTG PE 0.0 13 25.0 15.7 15.4 31.8 0.017 TL 8.00 PV 0.1 Pipe: 59 80.2 2.227 PL 8.00 PF 0.3 13 25.0 15.7 15.4 31.8 6.6 120 FTG PE 0.4 13A 24.0 16.5 15.9 32.3 0.043 TL 8.00 PV 0.3 Pipe: 60 112.5 2.227 PL 11.00 PF 3.2 13A 24.0 16.5 15.9 32.3 9.3 120 FTG 2T PE 1.7 14 20.0 21.4 21.2 0.0 0.081 TL 39.00 PV 0.6 Pipe: 61 102.1 2.227 PL 27.00 PF 3.7 23 20.0 22.6 22.5 0.0 8.4 120 FTG 2T PE 1.7 15 24.0 17.1 16.6 33.0 0.068 TL 55.00 PV 0.5 Pipe: 62 69.1 2.227 PL 8.00 PF 0.3 15 24.0 17.1 16.6 33.0 5.7 120 FTG PE 0.4 16 25.0 16.4 16.2 32.6 0.033 TL 8.00 PV 0.2 Pipe: 63 36.5 2.227 PL 8.00 PF 0.1 16 25.0 16.4 16.2 32.6 3.0 120 FTG PE 0.0 17 25.0 16.3 16.3 32.7 0.010 TL 8.00 PV 0.1 Pipe: 64 3.8 2.227 PL 8.00 PF 0.0 17 25.0 16.3 16.3 32.7 0.3 120 FTG PE 0.4 18 26.0 15.9 15.9 32.3 0.000 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 65 28.5 2.227 PL 8.00 PF 0.1 18 26.0 15.9 15.9 32.3 2.3 120 FTG PE 0.4 18A 25.0 16.4 16.2 32.6 0.006 TL 8.00 PV 0.0 Pipe: 66 61.1 2.227 PL 8.00 PF 0.2 18A 25.0 16.4 16.2 32.6 5.0 120 FTG PE 0.0 18B 25.0 16.6 16.2 32.6 0.026 TL 8.00 PV 0.2 Pipe: 67 93.7 2.227 PL 20.00 PF 2.8 18B 25.0 16.6 16.2 32.6 7.7 120 FTG 2T PE 2.2 19 20.0 21.5 21.2 0.0 0.058 TL 48.00 PV 0.4 Pipe: 68 26.7 2.227 PL 88.00 PF 0.8 24 20.0 22.6 22.5 0.0 2.2 120 FTG 4T PE 0.0 20 20.0 21.8 21.5 0.0 0.006 TL 144.00 PV 0.0 Pipe: 69 23.5 2.227 PL 88.00 PF 0.6 26 20.0 22.7 22.6 0.0 1.9 120 FTG 4T PE 0.0 25 20.0 22.0 21.8 0.0 0.004 TL 144.00 PV 0.0 Pipe: 70 20.6 2.227 PL 88.00 PF 0.5 28 20.0 22.7 22.6 0.0 1.7 120 FTG 4T PE 0.0 27 20.0 22.2 22.0 0.0 0.004 TL 144.00 PV 0.0 Pipe: 71 18.2 2.227 PL 88.00 PF 0.4 30 20.0 22.8 22.7. 0.0 1.5 120 FTG 4T PE 0.0 29 20.0 22.4 22.2 0.0 0.003 TL 144.00 PV 0.0 Pipe: 72 16.2 2.227 PL 88.00 PF 0.3 32 20.0 22.9 22.7 0.0 1.3 120 FTG 4T PE 0.0 31 20.0 22.5 22.4 0.0 0.002 TL 144.00 PV 0.0 Pipe: 73 14.7 2.227 PL 88.00 PF 0.3 34 20.0 22.9 22.8 0.0 1.2 120 FTG 4T PE 0.0 33 20.0 22.7 22.5 0.0 0.002 TL 144.00 PV 0.0 Pipe: 74 13.7 2.227 PL 88.00 PF 0.2 36 20.0 23.0 22.9 0.0 1.1 120 FTG 4T PE 0.0 35 20.0 22.8 22.7 0.0 0.002 TL 144.00 PV 0.0 Pipe: 75 13.3 2.227 PL 88.00 PF 0.2 38 20.0 23.1 22.9 0.0 1.1 120 FTG 4T PE 0.0 37 20.0 22.9 22.8 0.0 0.002 TL 144.00 PV 0.0 Pipe: 76 13.3 2.227 PL 88.00 PF 0.2 40 20.0 23.2 23.0 0.0 1.1 120 FTG 4T PE 0.0 39 20.0 22.9 22.9 0.0 0.002 TL 144.00 PV 0.0 Pipe: 77 13.9 2.227 PL 88.00 PF 0.2 42 20.0 23.3 23.1 0.0 1.1 120 FTG 4T PE 0.0 41 20.0 23.0 23.0 0.0 0.002 TL 144.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) PSI) (GPM) F.L./FT PSI) Pipe: 78 14.9 2.227 PL 88.00 PF 0.3 44 20.0 23.4 23.2 0.0 1.2 120 FTG 4T PE 0.0 43 20.0 23.1 23.0 0.0 0.002 TL 144.00 PV 0.0 Pipe: 79 16.4 2.227 PL 88.00 PF 0.3 46 20.0 23.5 23.3 0.0 1.3 120 FTG 4T PE 0.0 45 20.0 23.1 23.1 0.0 0.002 TL 144.00 PV 0.0 Pipe: 80 18.1 2.227 PL 88.00 PF 0.4 48 20.0 23.6 23.4 0.0 1.5 120 FTG 4T PE 0.0 47 20.0 23.2 23.1 0.0 0.003 TL 144.00 PV 0.0 Pipe: 81 20.2 2.227 PL 88.00 PF 0.5 50 20.0 23.7 23.5 0.0 1.7 120 FTG 4T PE 0.0 49 20.0 23.2 23.2 0.0 0.003 TL 144.00 PV 0.0 Pipe: 82 22.4 2.227 PL 88.00 PF 0.6 52 20.0 23.8 23.6 0.0 1.8 120 FTG 4T PE 0.0 51 20.0 23.2 23.2 0.0 0.004 TL 144.00 PV 0.0 Pipe: 83 24.8 2.227 PL 88.00 PF 0.7 54 20.0 23.9 23.7 0.0 2.0 120 FTG 4T PE 0.0 53 20.0 23.2 23.2 0.0 0.005 TL 144.00 PV 0.0 Pipe: 84 27.3 2.227 PL 88.00 PF 0.9 56 20.0 24.1 23.8 0.0 2.3 120 FTG 4T PE 0.0 55 20.0 23.2 23.2 0.0 0.006 TL 144.00 PV 0.0 NOTES: 1) Calculations were performed by the HASS 6.2.0 computer program under license no. 4 C1325U granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.057 gpm. 3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 9.3 ft/sec at pipe 60. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS 4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 15.100 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 15.126 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 15.142 psi 5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: SCH HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 7.980 26.00 50.00 19.00 64.00 17.00 6.00 9.790 28.00 64.00 20.00 70.00 24.00 6.00 PAGE: S MATERIAL: SUPFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LNGELL CHKVA BFV GATEVA ALVA DRYVA 2.227 7.00 14.00 4.00 16.00 9.00 2.00 22.00 14.00 4.352 14.00 28.00 7.00 31.00 17.00 3.00 31.00 14.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/15/1998 JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + WATER SUPPLY CURVE Page 11 CARGOI.SDF 200 RACKS 72+ I I 66+ 60+ 54+ P 48+ R I 0 \\\\\ E I 45.0 psi @ 1000 gpm-> S I Flow Test Point S 42+ X U I R I E I 36+ P I S I 130+ I I 24+ I I 18+ I 12+ LEGEND I I X = Required Water Supply 42.35 psi @ 942.5 gpm 6+ I 0 = Available Water Supply 47.08 psi @ 942.5 gpm I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW GPM) GRINNELL FIRE PROTECTION 4702 PARKWAY COMMERCE BLVD- ORLANDO FLORIDA 32808 HYDRAULIC CALCULATIONS E9Le11.1 AIR CARGO BUILDING ORLANDO SANFORD AIRPORT FILE NUMBER: CARGOI.SDF DATE: Apr 15, 1998 DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR):E SPRINKLER ORIFICE SIZE: 231C CLASS 4 COMMODITY 32 gpm/sq. ft. 2000 sq. ft. 98.4 sq. ft. 20 sprinklers 647.7 gpm 942.5 gpm 647.7 gpm @33.1 psi 17/32 inch DESIGN/LAYOUT BY: JOE NEMCEK DESIGN / ESTIMATOR AUTHORITY HAVING JURISDICTION: CITY OF SANFORD ENGINEER OF RECORD - LEMING ASSOCIATES 3716A SILVER STAR ROAD ORLANDO FL 32808 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 C1325U ) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/15/1998 ' CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG PSI) PSI) (GPM) PSI) GPM) PSI) AA 65.0 45.0 1000.0 47.1 942.5 42.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 942.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 300.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 642.5 GPM NODE ANALYSIS DATA TOTAL NORMAL NODE TAG ELEVATION NODE TYPE PRESSURE PRESSURE DISCHARGE FT) PSI) PSI) GPM) 1 24.0 K= 8.10 16.4 15.9 32.3 2 25.0 K= 8.10 15.7 15.4 31.8 3 25.0 K= 8.10 15.5 15.4 31.8 4 26.0 K= 8.10 15.1 15.1 31.5 5 25.0 K= 8.10 15.6 15.4 31.8 6 25.0 K= 8.10 15.7 15.4 31.8 6A 24.0 K= 8.10 16.5 15.9 32.3 7 20.0 21.4 21.3 8 24.0 K= 8.10 16.5 15.9 32.3 9 25.0 K= 8.10 15.7 15.4 31.8 10 25.0 K= 8.10 15.6 15.5 31.9 11 26.0 K= 8.10 15.1 15.1 31.5 12 25.0 K= 8.10 15.6 15.5 31.9 13 25.0 K= 8.10 15.7 15.4 31.8 13A 24.0 K= 8.10 16.5 15.9 32.3 14 20.0 21.4 21.2 15 24.0 K= 8.10 17.1 16.6 33.0 16 25.0 K= 8.10 16.4 16.2 32.6 17 25.0 K= 8.10 16.3 16.3 32.7 18 26.0 K= 8.10 15.9 15.9 32.3 18A 25.0 K= 8.10 16.4 16.2 32.6 18B 25.0 K= 8.10 16.6 16.2 32.6 19 20.0 21.5 21.2 20 20.0 21.8 21.5 21 20.0 22.5 22.5 22 20.0 22.6 22.5 23 20.0 22.6 22.5 24 20.0 22.6 22.5 25 20.0 22.0 21.8 26 20.0 22.7 22.6 27 20.0 22.2 22.0 28 20.0 22.7 22.6 29 20.0 22.4 22.2 30 20.0 22.8 22.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE 200 RACKS TOTAL NORMAL NODE TAG ELEVATION NODE TYPE PRESSURE PRESSURE DISCHARGE FT) PSI) PSI) GPM) 31 20.0 22.5 22.4 32 20.0 22.9 22.7 33 20.0 22.7 22.5 34 20.0 22.9 22.8 35 20.0 22.8 22.7 36 20.0 23.0 22.9 37 20.0 22.9 22.8 38 20.0 23.1 22.9 39 20.0 22.9 22.9 40 20.0 23.2 23.0 41 20.0 23.0 23.0 42 20.0 23.3 23.1 43 20.0 23.1 23.0 44 20.0 23.4 23.2 45 20.0 23.1 23.1 46 20.0 23.5 23.3 47 20.0 23.2 23.1 48 20.0 23.6 23.4 49 20.0 23.2 23.2 50 20.0 23.7 23.5 51 20.0 23.2 23.2 52 20.0 23.8 23.6 53 20.0 23.2 23.2 54 20.0 23.9 23.7 55 20.0 23.2 23.2 56 20.0 24.1 23.8 F 20.0 24.3 24.1 E 3.0 HOSE STREAM 33.1 32.9 300.0 D 1.0 34.0 33.7 C 0.0 34.7 34.7 B 0.0 41.7 41.7 A 0.0 42.0 41.9 AA 0.0 SOURCE 42.3 42.3 942.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE 200 RACKS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 1 111.1 6.357 PL 12.50 PF 0.0 21 20.0 22.5 22.5 0.0 1.1 120 FTG PE 0.0 22 20.0 22.6 22.5 0.0 0.000 TL 12.50 PV 0.0 Pipe: 2 222.0 6.357 PL 12.50 PF 0.0 22 20.0 22.6 22.5 0.0 2.2 120 FTG PE 0.0 23 20.0 22.6 22.5 0.0 0.002 TL 12.50 PV 0.0 Pipe: 3 324.1 6.357 PL 12.50 PF 0.0 23 20.0 22.6 22.5 0.0 3.3 120 FTG PE 0.0 24 20.0 22.6 22.5 0.0 0.003 TL 12.50 PV 0.1 Pipe: 4 350.9 6.357 PL 12.50 PF 0.1 24 20.0 22.6 22.5 0.0 3.5 120 FTG PE 0.0 26 20.0 22.7 22.6 0.0 0.004 TL 12.50 PV 0.1 Pipe: 5 374.3 6.357 PL 12.50 PF 0.1 26 20.0 22.7 22.6 0.0 3.8 120 FTG PE 0.0 28 20.0 22.7 22.6 0.0 0.005 TL 12.50 PV 0.1 Pipe: 5A 395.0 6.357 PL 12.50 PF 0.1 28 20.0 22.7 22.6 0.0 4.0 120 FTG PE 0.0 30 20.0 22.8 22.7 0.0 0.005 TL 12.50 PV 0.1 Pipe: 6 413.2 6.357 PL 12.50 PF 0.1 30 20.0 22.8 22.7 0.0 4.2 120 FTG PE 0.0 32 20.0 22.9 22.7 0.0 0.005 TL 12.50 PV 0.1 Pipe: 7 429.4 6.357 PL 12.50 PF 0.1 32 20.0 22.9 22.7 0.0 4.3 120 FTG PE 0.0 34 20.0 22.9 22.8 0.0 0.006 TL 12.50 PV 0.1 Pipe: 8 444.1 6.357 PL 12.50 PF 0.1 34 20.0 22.9 22.8 0.0 4.5 120 FTG PE 0.0 36 20.0 23.0 22.9 0.0 0.006 TL 12.50 PV 0.1 Pipe: 9 457.8 6.357 PL 12.50 PF 0.1 36 20.0 23.0 22.9 0.0 4.6 120 FTG PE 0.0 38 20.0 23.1 22.9 0.0 0.007 TL 12.50 PV 0.1 Pipe: 10 471.1 6.357 PL 12.50 PF 0.1 38 20.0 23.1 22.9 0.0 4.8 120 FTG PE 0.0 40 20.0 23.2 23.0 0.0 0.007 TL 12.50 PV 0.2 Pipe: 11 484.4 6.357 PL 12.50 PF 0.1 40 20.0 23.2 23.0 0.0 4.9 120 FTG PE 0.0 42 20.0 23.3 23.1 0.0 0.007 TL 12.50 PV 0.2 Pipe: 12 498.3 6.357 PL 12.50 PF 0.1 42 20.0 23.3 23.1 0.0 5.0 120 FTG PE 0.0 44 20.0 23.4 23.2 0.0 0.008 TL 12.50 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 13 513.3 6.357 PL 12.50 PF 0.1 44 20.0 23.4 23.2 0.0 5.2 120 FTG PE 0.0 46 20.0 23.5 23.3 0.0 0.008 TL 12.50 PV 0.2 Pipe: 14 529.7 6.357 PL 12.50 PF 0.1 46 20.0 23.5 23.3 0.0 5.4 120 FTG PE 0.0 48 20.0 23.6 23.4 0.0 0.009 TL 12.50 PV 0.2 Pipe: 15 547.8 6.357 PL 12.50 PF 0.1 48 20.0 23.6 23.4 0.0 5.5 120 FTG PE 0.0 50 20.0 23.7 23.5 0.0 0.009 TL 12.50 PV 0.2 Pipe: 16 568.0 6.357 PL 12.50 PF 0.1 50 20.0 23.7 23.5 0.0 5.7 120 FTG PE 0.0 52 20.0 23.8 23.6 0.0 0.010 TL 12.50 PV 0.2 Pipe: 17 590.4 6.357 PL 12.50 PF 0.1 52 20.0 23.8 23.6 0.0 6.0 120 FTG PE 0.0 54 20.0 23.9 23.7 0.0 0.011 TL 12.50 PV 0.2 Pipe: 18 615.2 6.357 PL 12.50 PF 0.1 54 20.0 23.9 23.7 0.0 6.2 120 FTG PE 0.0 56 20.0 24.1 23.8 0.0 0.011 TL 12.50 PV 0.3 Pipe: 19 642.5 6.357 PL 10.00 PF 0.3 56 20.0 24.1 23.8 0.0 6.5 120 FTG L PE 0.0 F 20.0 24.3 24.1 0.0 0.012 TL 21.00 PV 0.3 Pipe: 20 642.5 6.357 PL 38.00 PF 1.4 F 20.0 24.3 24.1 0.0 6.5 120 FTG T2LB PE 7.4 E 3.0 33.1 32.9 300.0 0.012 TL 111.00 PV 0.3 Pipe: 21 942.5 8.249 PL 3.00 PF 0.0 E 3.0 33.1 32.9 300.0 5.7 120 FTG PE 0.9 D 1.0 34.0 33.7 0.0 0.007 TL 3.00 PV 0.2 Pipe: 22 942.5 7.980 PL 50,00 PF 0.3 D 1.0 34.0 33.7 0.0 6.0 150 FTG PE 0.4 C 0.0 34.7 34.7 0.0 0.005 TL 50.00 PV 0.2 Pipe: 23 FIXED PRESSURE LOSS DEVICE B 0.0 0.0 41.7 0.0 7.0 psi, 942.5 gpm C 0.0 6.0 34.7 0.0 Pipe: 24 942.5 7.980 PL 60.00 PF 0.3 B 0.0 41.7 41.7 0.0 6.0 150 FTG PE 0.0 A 0.0 42.0 41.9 0.0 0.005 TL 60.00 PV 0.2 Pipe: 25 942.5 9.790 PL 170.00 PF 0.3 A 0.0 42.0 41.9 0.0 4.0 150 FTG PE 0.0 AA 0.0 42.3 42.3 N/A) 0.002 TL 170.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 rDate: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 26 112.2 4.352 PL 12.50 PF 0.0 7 20.0 21.4 21.3 0.0 2.4 120 FTG PE 0.0 14 20.0 21.4 21.2 0.0 0.003 TL 12.50 PV 0.0 Pipe: 27 224.7 4.352 PL 12.50 PF 0.1 14 20.0 21.4 21.2 0.0 4.8 120 FTG PE 0.0 19 20.0 21.5 21.2 0.0 0.011 TL 12.50 PV 0.2 Pipe: 28 318.4 4.352 PL 12.50 PF 0.3 19 20.0 21.5 21.2 0.0 6.9 120 FTG PE 0.0 20 20.0 21.8 21.5 0.0 0.021 TL 12.50 PV 0.3 Pipe: 29 291.6 4.352 PL 12.50 PF 0.2 20 20.0 21.8 21.5 0.0 6.3 120 FTG PE 0.0 25 20.0 22.0 21.8 0.0 0.018 TL 12.50 PV 0.3 Pipe: 30 268.1 4.352 PL 12.50 PF 0.2 25 20.0 22.0 21.8 0.0 5.8 120 FTG PE 0.0 27 20.0 22.2 22.0 0.0 0.016 TL 12.50 PV 0.2 Pipe: 31 247.5 4.352 PL 12.50 PF 0.2 27 20.0 22.2 22.0 0.0 5.3 120 FTG PE 0.0 29 20.0 22.4 22.2 0.0 0.013 TL 12.50 PV 0.2 Pipe: 32 229.3 4.352 PL 12.50 PF 0.1 29 20.0 22.4 22.2 0.0 4.9 120 FTG PE 0.0 31 20.0 22.5 22.4 0.0 0.012 TL 12.50 PV 0.2 Pipe: 33 213.1 4.352 PL 12.50 PF 0.1 31 20.0 22.5 22.4 0.0 4.6 120 FTG PE 0.0 33 20.0 22.7 22.5 0.0 0.010 TL 12.50 PV 0.1 Pipe: 34 198.4 4.352 PL 12.50 PF 0.1 33 20.0 22.7 22.5 0.0 4.3 120 FTG PE 0.0 35 20.0 22.8 22.7 0.0 0.009 TL 12.50 PV 0.1 Pipe: 35 184.7 4.352 PL 12.50 PF 0.1 35 20.0 22.8 22.7 0.0 4.0 120 FTG PE 0.0 37 20.0 22.9 22.8 0.0 0.008 TL 12.50 PV 0.1 Pipe: 36 171.4 4.352 PL 12.50 PF 0.1 37 20.0 22.9 22.8 0.0 3.7 120 FTG PE 0.0 39 20.0 22.9 22.9 0.0 0.007 TL 12.50 PV 0.1 Pipe: 37 158.1 4.352 PL 12.50 PF 0.1 39 20.0 22.9 22.9 0.0 3.4 120 FTG PE 0.0 41 20.0 23.0 23.0 0.0 0.006 TL 12.50 PV 0.1 Pipe: 38 144.2 4.352 PL 12.50 PF 0.1 41 20.0 23.0 23.0 0.0 3.1 120 FTG PE 0.0 43 20.0 23.1 23.0 0.0 0.005 TL 12.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 39 129.2 4.352 PL 12.50 PF 0.1 43 20.0 23.1 23.0 0.0 2.8 120 FTG PE 0.0 45 20.0 23.1 23.1 0.0 0.004 TL 12.50 PV 0.1 Pipe: 40 112.8 4.352 PL 12.50 PF 0.0 45 20.0 23.1 23.1 0.0 2.4 120 FTG PE 0.0 47 20.0 23.2 23.1 0.0 0.003 TL 12.50 PV 0.0 Pipe: 41 94.7 4.352 PL 12.50 PF 0.0 47 20.0 23.2 23.1 0.0 2.0 120 FTG PE 0.0 49 20.0 23.2 23.2 0.0 0.002 TL 12.50 PV 0.0 Pipe: 42 74.5 4.352 PL 12.50 PF 0.0 49 20.0 23.2 23.2 0.0 1.6 120 FTG PE 0.0 51 20.0 23.2 23.2 0.0 0.001 TL 12.50 PV 0.0 Pipe: 43 52.1 4.352 PL 12.50 PF 0.0 51 20.0 23.2 23.2 0.0 1.1 120 FTG PE 0.0 53 20.0 23.2 23.2 0.0 0.001 TL 12.50 PV 0.0 Pipe: 44 27.3 4.352 PL 12.50 PF 0.0 53 20.0 23.2 23.2 0.0 0.6 120 FTG PE 0.0 55 20.0 23.2 23.2 0.0 0.000 TL 12.50 PV 0.0 Pipe: 45 111.1 2.227 PL 27.00 PF 4.4 21 20.0 22.5 22.5 0.0 9.1 120 FTG 2T PE 1.7 1 24.0 16.4 15.9 32.3 0.079 TL 55.00 PV 0.6 Pipe: 46 78.8 2.227 PL 8.00 PF 0.3 1 24.0 16.4 15.9 32.3 6.5 120 FTG PE 0.4 2 25.0 15.7 15.4 31.8 0.042 TL 8.00 PV 0.3 Pipe: 47 47.0 2.227 PL 8.00 PF 0.1 2 25.0 15.7 15.4 31.8 3.9 120 FTG PE 0.0 3 25.0 15.5 15.4 31.8 0.016 TL 8.00 PV 0.1 Pipe: 48 15.2 2.227 PL 8.00 PF 0.0 3 25.0 15.5 15.4 31.8 1.2 120 FTG PE 0.4 4 26.0 15.1 15.1 31.5 0.002 TL 8.00 PV 0.0 Pipe: 49 16.3 2.227 PL 8.00 PF 0.0 4 26.0 15.1 15.1 31.5 1.3 120 FTG PE 0.4 5 25.0 15.6 15.4 31.8 0.002 TL 8.00 PV 0.0 Pipe: 50 48.1 2.227 PL 8.00 PF 0.1 5 25.0 15.6 15.4 31.8 4.0 120 FTG PE 0.0 6 25.0 15.7 15.4 31.8 0.017 TL 8.00 PV 0.1 Pipe: 51 79.9 2.227 PL 8.00 PF 0.3 6 25.0 15.7 15.4 31.8 6.6 120 FTG PE 0.4 6A 24.0 16.5 15.9 32.3 0.043 TL 8.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 52 112.2 2.227 PL 11.00 PF 3.2 6A 24.0 16.5 15.9 32.3 9.2 120 FTG 2T PE 1.7 7 20.0 21.4 21.3 0.0 0.081 TL 39.00 PV 0.6 Pipe: 53 110.9 2.227 PL 27.00 PF 4.4 22 20.0 22.6 22.5 0.0 9.1 120 FTG 2T PE 1.7 8 24.0 16.5 15.9 32.3 0.079 TL 55.00 PV 0.6 Pipe: 54 78.6 2.227 PL 8.00 PF 0.3 8 24.0 16.5 15.9 32.3 6.5 120 FTG PE 0.4 9 25.0 15.7 15.4 31.8 0.042 TL 8.00 PV 0.3 Pipe: 55 46.8 2.227 PL 8.00 PF 0.1 9 25.0 15.7 15.4 31.8 3.9 120 FTG PE 0.0 10 25.0 15.6 15.5 31.9 0.016 TL 8.00 PV 0.1 Pipe: 56 15.0 2.227 PL 8.00 PF 0.0 10 25.0 15.6 15.5 31.9 1.2 120 FTG PE 0.4 11 26.0 15.1 15.1 31.5 0.002 TL 8.00 PV 0.0 Pipe: 57 16.5 2.227 PL 8.00 PF 0.0 11 26.0 15.1 15.1 31.5 1.4 120 FTG PE 0.4 12 25.0 15.6 15.5 31.9 0.002 TL 8.00 PV 0.0 Pipe: 58 48.4 2.227 PL 8.00 PF 0.1 12 25.0 15.6 15.5 31.9 4.0 120 FTG PE 0.0 13 25.0 15.7 15.4 31.8 0.017 TL 8.00 PV 0.1 Pipe: 59 80.2 2.227 PL 8.00 PF 0.3 13 25.0 15.7 15.4 31.8 6.6 120 FTG PE 0.4 13A 24.0 16.5 15.9 32.3 0.043 TL 8.00 PV 0.3 Pipe: 60 112.5 2.227 PL 11.00 PF 3.2 13A 24.0 16.5 15.9 32.3 9.3 120 FTG 2T PE 1.7 14 20.0 21.4 21.2 0.0 0.081 TL 39.00 PV 0.6 Pipe: 61 102.1 2.227 PL 27.00 PF 3.7 23 20.0 22.6 22.5 0.0 8.4 120 FTG 2T PE 1.7 15 24.0 17.1 16.6 33.0 0.068 TL 55.00 PV 0.5 Pipe: 62 69.1 2.227 PL 8.00 PF 0.3 15 24.0 17.1 16.6 33.0 5.7 120 FTG PE 0.4 16 25.0 16.4 16.2 32.6 0.033 TL 8.00 PV 0.2 Pipe: 63 36.5 2.227 PL 8.00 PF 0.1 16 25.0 16.4 16.2 32.6 3.0 120 FTG PE 0.0 17 25.0 16.3 16.3 32.7 0.010 TL 8.00 PV 0.1 Pipe: 64 3.8 2.227 PL 8.00 PF 0.0 17 25.0 16.3 16.3 32.7 0.3 120 FTG PE 0.4 18 26.0 15.9 15.9 32.3 0.000 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 65 28.5 2.227 PL 8.00 PF 0.1 18 26.0 15.9 15.9 32.3 2.3 120 FTG PE 0.4 18A 25.0 16.4 16.2 32.6 0.006 TL 8.00 PV 0.0 Pipe: 66 61.1 2.227 PL 8.00 PF 0.2 18A 25.0 16.4 16.2 32.6 5.0 120 FTG PE 0.0 18B 25.0 16.6 16.2 32.6 0.026 TL 8.00 PV 0.2 Pipe: 67 93.7 2.227 PL 20.00 PF 2.8 18B 25.0 16.6 16.2 32.6 7.7 120 FTG 2T PE 2.2 19 20.0 21.5 21.2 0.0 0.058 TL 48.00 PV 0.4 Pipe: 68 26.7 2.227 PL 88.00 PF 0.8 24 20.0 22.6 22.5 0.0 2.2 120 FTG 4T PE 0.0 20 20.0 21.8 21.5 0.0 0.006 TL 144.00 PV 0.0 Pipe: 69 23.5 2.227 PL 88.00 PF 0.6 26 20.0 22.7 22.6 0.0 1.9 120 FTG 4T PE 0.0 25 20.0 22.0 21.8 0.0 0.004 TL 144.00 PV 0.0 Pipe: 70 20.6 2.227 PL 88.00 PF 0.5 28 20.0 22.7 22.6 0.0 1.7 120 FTG 4T PE 0.0 27 20.0 22.2 22.0 0.0 0.004 TL 144.00 PV 0.0 Pipe: 71 18.2 2.227 PL 88.00 PF 0.4 30 20.0 22.8 22.7 0.0 1.5 120 FTG 4T PE 0.0 29 20.0 22.4 22.2 0.0 0.003 TL 144.00 PV 0.0 Pipe: 72 16.2 2.227 PL 88.00 PF 0.3 32 20.0 22.9 22.7 0.0 1.3 120 FTG 4T PE 0.0 31 20.0 22.5 22.4 0.0 0.002 TL 144.00 PV 0.0 Pipe: 73 14.7 2.227 PL 88.00 PF 0.3 34 20.0 22.9 22.8 0.0 1.2 120 FTG 4T PE 0.0 33 20.0 22.7 22.5 0.0 0.002 TL 144.00 PV 0.0 Pipe: 74 13.7 2.227 PL 88.00 PF 0.2 36 20.0 23.0 22.9 0.0 1.1 120 FTG 4T PE 0.0 35 20.0 22.8 22.7 0.0 0.002 TL 144.00 PV 0.0 Pipe: 75 13.3 2.227 PL 88.00 PF 0.2 38 20.0 23.1 22.9 0.0 1.1 120 FTG 4T PE 0.0 37 20.0 22.9 22.8 0.0 0.002 TL 144.00 PV 0.0 Pipe: 76 13.3 2.227 PL 88.00 PF 0.2 40 20.0 23.2 23.0 0.0 1.1 120 FTG 4T PE 0.0 39 20.0 22.9 22.9 0.0 0.002 TL 144.00 PV 0.0 Pipe: 77 13.9 2.227 PL 88.00 PF 0.2 42 20.0 23.3 23.1 0.0 1.1 120 FTG 4T PE 0.0 41 20.0 23.0 23.0 0.0 0.002 TL 144.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/15/1998 , CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) F.L./FT (PSI) Pipe: 78 14.9 2.227 PL 88.00 PF 0.3 44 20.0 23.4 23.2 0.0 1.2 120 FTG 4T PE 0.0 43 20.0 23.1 23.0 0.0 0.002 TL 144.00 PV 0.0 Pipe: 79 16.4 2.227 PL 88.00 PF 0.3 46 20.0 23.5 23.3 0.0 1.3 120 FTG 4T PE 0.0 45 20.0 23.1 23.1 0.0 0.002 TL 144.00 PV 0.0 Pipe: 80 18.1 2.227 PL 88.00 PF 0.4 48 20.0 23.6 23.4 0.0 1.5 120 FTG 4T PE 0.0 47 20.0. 23.2 23.1 0.0 0.003 TL 144.00 PV 0.0 Pipe: 81 20.2 2.227 PL 88.00 PF 0.5 50 20.0 23.7 23.5 0.0 1.7 120 FTG 4T PE 0.0 49 20.0 23.2 23.2 0.0 0.003 TL 144.00 PV 0.0 Pipe: 82 22.4 2.227 PL 88.00 PF 0.6 52 20.0 23.8 23.6 0.0 1.8 120 FTG 4T PE 0.0 51 20.0 23.2 23.2 0.0 0.004 TL 144.00 PV 0.0 Pipe: 83 24.8 2.227 PL 88.00 PF 0.7 54 20.0 23.9 23.7 0.0 2.0 120 FTG 4T PE 0.0 53 20.0 23.2 23.2 0.0 0.005 TL 144.00 PV 0.0 Pipe: 84 27.3 2.227 PL 88.00 PF 0.9 56 20.0 24.1 23.8 0.0 2.3 120 FTG 4T PE 0.0 55 20.0 23.2 23.2 0.0 0.006 TL 144.00 PV 0.0 NOTES: 1) Calculations were performed by the HASS 6.2.0 computer program under license no. 4 C1325U granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.057 gpm. 3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 9.3 ft/sec at pipe 60. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS 4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 15.100 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 15.126 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 15.142 psi 5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: SCH HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 7.980 26.00 50.00 19.00 64.00 17.00 6.00 9.790 28.00 64.00 20.00 70.00 24.00 6.00 PAGE: S MATERIAL: SUPFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LNGELL CHKVA BFV GATEVA ALVA DRYVA 2.227 7.00 14.00 4.00 16.00 9.00 2.00 22.00 14.00 4.352 14.00 28.00 7.00 31.00 17.00 3.00 31.00 14.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: -04/15/1998 ,CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS WATER SUPPLY CURVE 72+ I t 66+ 60+ 54+ P 48+ R I 0 \\\\\ E I 45.0 psi @ 1000 gpm-> S I Flow Test Point S 42+ X U I R E 36+ P S 130+ I I 24+ I 18+ I I 12+ LEGEND I X Required Water Supply I 42.35 psi @ 942.5 gpm 6+ I 0 Available Water Supply I 47.08 psi @ 942.5 gpm I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW GPM) GRINNELL FIRE PROTECTION 4702 PARKWAY COMMERCE BLVD- ORLANDO FLORIDA 32808 HYDRAULIC CALCULATIONS FOR AIR CARGO BUILDING ORLANDO SANFORD AIRPORT FILE NUMBER: CARGOI.SDF DATE: Apr 15, 1998 DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR):E SPRINKLER ORIFICE SIZE: 231C CLASS 4 COMMODITY 32 gpm/sq. ft. 2000 sq. ft. 98.4 sq. ft. 20 sprinklers 647.7 gpm 942.5 gpm 647.7 gpm @33.1 psi 17/32 inch DESIGN/LAYOUT BY: JOE NEMCEK DESIGN / ESTIMATOR AUTHORITY HAVING JURISDICTION: CITY OF SANFORD ENGINEER OF RECORD - LEMING ASSOCIATES 3716A SILVER STAR ROAD ORLANDO FL 32808 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 C1325U ) HRS SYSTEMS, INC. ATLANTA, GA T SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY 32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG PSI) PSI) GPM) PSI) GPM) PSI) AA 65.0 45.0 1000.0 47.1 942.5 42.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 942.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 300.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 642.5 GPM NODE ANALYSIS DATA TOTAL NORMAL NODE TAG ELEVATION NODE TYPE PRESSURE PRESSURE DISCHARGE FT) PSI) PSI) GPM) 1 24.0 K= 8.10 16.4 15.9 32.3 2 25.0 K= 8.10 15.7 15.4 31.8 3 25.0 K= 8.10 15.5 15.4 31.8 4 26.0 K= 8.10 15.1 15.1 31.5 5 25.0 K= 8.10 15.6 15.4 31.8 6 25.0 K= 8.10 15.7 15.4 31.8 6A 24.0 K= 8.10 16.5 15.9 32.3 7 20.0 21.4 21.3 8 24.0 K= 8.10 16.5 15.9 32.3 9 25.0 K= 8.10 15.7 15.4 31.8 10 25.0 K= 8.10 15.6 15.5 31.9 11 26.0 K= 8.10 15.1 15.1 31.5 12 25.0 K= 8.10 15.6 15.5 31.9 13 25.0 K= 8.10 15.7 15.4 31.8 13A 24.0 K= 8.10 16.5 15.9 32.3 14 20.0 21.4 21.2 15 24.0 K= 8.10 17.1 16.6 33.0 16 25.0 K= 8.10 16.4 16.2 32.6 17 25.0 K= 8.10 16.3 16.3 32.7 18 26.0 K= 8.10 15.9 15.9 32.3 18A 25.0 K= 8.10 16.4 16.2 32.6 18B 25.0 K= 8.10 16.6 16.2 32.6 19 20.0 21.5 21.2 20 20.0 21.8 21.5 21 20.0 22.5 22.5 22 20.0 22.6 22.5 23 20.0 22.6 22.5 24 20.0 22.6 22.5 25 20.0 22.0 21.8 26 20.0 22.7 22.6 27 20.0 22.2 22.0 28 20.0 22.7 22.6 29 20.0 22.4 22.2 30 20.0 22.8 22.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE 200 RACKS TOTAL NORMAL NODE TAG ELEVATION NODE TYPE PRESSURE PRESSURE DISCHARGE FT) PSI) PSI) GPM) 31 20.0 22.5 22.4 32 20.0 22.9 22.7 33 20.0 22.7 22.5 34 20.0 22.9 22.8 35 20.0 22.8 22.7 36 20.0 23.0 22.9 37 20.0 22.9 22.8 38 20.0 23.1 22.9 39 20.0 22.9 22.9 40 20.0 23.2 23.0 41 20.0 23.0 23.0 42 20.0 23.3 23.1 43 20.0 23.1 23.0 44 20.0 23.4 23.2 45 20.0 23.1 23.1 46 20.0 23.5 23.3 47 20.0 23.2 23.1 48 20.0 23.6 23.4 49 20.0 23.2 23.2 50 20.0 23.7 23.5 51 20.0 23.2 23.2 52 20.0 23.8 23.6 53 20.0 23.2 23.2 54 20.0 23.9 23.7 55 20.0 23.2 23.2 56 20.0 24.1 23.8 F 20.0 24.3 24.1 E 3.0 HOSE STREAM 33.1 32.9 300.0 D 1.0 34.0 33.7 C 0.0 34.7 34.7 B 0.0 41.7 41.7 A 0.0 42.0 41.9 AA 0.0 SOURCE 42.3 42.3 942.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/15/1998 CARGOl.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 1 111.1 6.357 PL 12.50 PF 0.0 21 20.0 22.5 22.5 0.0 1.1 120 FTG PE 0.0 22 20.0 22.6 22.5 0.0 0.000 TL 12.50 PV 0.0 Pipe: 2 222.0 6.357 PL 12.50 PF 0.0 22 20.0 22.6 22.5 0.0 2.2 120 FTG PE 0.0 23 20.0 22.6 22.5 0.0 0.002 TL 12.50 PV 0.0 Pipe: 3 324.1 6.357 PL 12.50 PF 0.0 23 20.0 22.6 22.5 0.0 3.3 120 FTG PE 0.0 24 20.0 22.6 22.5 0.0 0.003 TL 12.50 PV 0.1 Pipe: 4 350.9 6.357 PL* 12.50 PF 0.1 24 20.0 22.6 22.5 0.0 3.5 120 FTG PE 0.0 26 20.0 22.7 22.6 0.0 0.004 TL 12.50 PV 0.1 Pipe: 5 374.3 6.357 PL 12.50 PF 0.1 26 20.0 22.7 22-6 0.0 3.8 120 FTG PE 0.0 28 20.0 22.7 22.6 0.0 0.005 TL 12.50 PV 0.1 Pipe: 5A 395.0 6.357 PL 12.50 PF 0.1 28 20.0 22.7 22.6 0.0 4.0 120 FTG PE 0.0 30 20.0 22.8 22.7 0.0 0.005 TL 12.50 PV 0.1 Pipe: 6 413.2 6.357 PL 12.50 PF 0.1 30 20.0 22.8 22.7 0.0 4.2 120 FTG PE 0.0 32 20.0 22.9 22.7 0.0 0.005 TL 12.50 PV 0.1 Pipe: 7 429.4 6.357 PL 12.50 PF 0.1 32 20.0 22.9 22.7 0.0 4.3 120 FTG PE 0.0 34 20.0 22.9 22.8 0.0 0.006 TL 12.50 PV 0.1 Pipe: 8 444.1 6.357 PL 12.50 PF 0.1 34 20.0 22.9 22.8 0.0 4.5 120 FTG PE 0.0 36 20.0 23.0 22.9 0.0 0.006 TL 12.50 PV 0.1 Pipe: 9 457.8 6.357 PL 12.50 PF 0.1 36 20.0 23.0 22.9 0.0 4.6 120 FTG PE 0.0 38 20.0 23.1 22.9 0.0 0.007 TL 12.50 PV 0.1 Pipe: 10 471.1 6.357 PL 12.50 PF 0.1 38 20.0 23.1 22.9 0.0 4.8 120 FTG PE 0.0 40 20.0 23.2 23.0 0.0 0.007 TL 12.50 PV 0.2 Pipe: 11 484.4 6.357 PL 12.50 PF 0.1 40 20.0 23.2 23.0 0.0 4.9 120 FTG PE 0.0 42 20.0 23.3 23.1 0.0 0.007 TL 12.50 PV 0.2 Pipe: 12 498.3 6.357 PL 12.50 PF 0.1 42 20.0 23.3 23.1 0.0 5.0 120 FTG PE 0.0 44 20.0 23.4 23.2 0.0 0.008 TL 12.50 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS).HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 13 513.3 6.357 PL 12.50 PF 0.1 44 20.0 23.4 23.2 0.0 5.2 120 FTG PE 0.0 46 20.0 23.5 23.3 0.0 0.008 TL 12.50 PV 0.2 Pipe: 14 529.7 6.357 PL 12.50 PF 0.1 46 20.0 23.5 23.3 0.0 5.4 120 FTG PE 0.0 48 20.0 23.6 23.4 0.0 0.009 TL 12.50 PV 0.2 Pipe: 15 547.8 6.357 PL 12.50 PF 0.1 48 20.0 23.6 23.4 0.0 5.5 120 FTG PE 0.0 50 20.0 23.7 23.5 0.0 0.009 TL 12.50 PV 0.2 Pipe: 16 568.0 6.357 PL 12.50 PF 0.1 50 20.0 23.7 23.5 0.0 5.7 120 FTG PE 0.0 52 20.0 23.8 23.6 0.0 0.010 TL 12.50 PV 0.2 Pipe: 17 590.4 6.357 PL 12.50 PF 0.1 52 20.0 23.8 23.6 0.0 6.0 120 FTG PE 0.0 54 20.0 23.9 23.7 0.0 0.011 TL 12.50 PV 0.2 Pipe: 18 615.2 6.357 PL 12.50 PF 0.1 54 20.0 23.9 23.7 0.0 6.2 120 FTG PE 0.0 56 20.0 24.1 23.8 0.0 0.011 TL 12.50 PV 0.3 Pipe: 19 642.5 6.357 PL 10.00 PF 0.3 56 20.0 24.1 23.8 0.0 6.5 120 FTG L PE 0.0 F 20.0 24.3 24.1 0.0 0.012 TL 21.00 PV 0.3 Pipe: 20 642.5 6.357 PL 38.00 PF 1.4 F 20.0 24.3 24.1 0.0 6.5 120 FTG T2LB PE 7.4 E 3.0 33.1 32.9 300.0 0.012 TL 111.00 PV 0.3 Pipe: 21 942.5 8.249 PL 3.00 PF 0.0 E 3.0 33.1 32.9 300.0 5.7 120 FTG PE 0.9 D 1.0 34.0 33.7 0.0 0.007 TL 3.00 PV 0.2 Pipe: 22 942.5 7.980 PL 50.00 PF 0.3 D 1.0 34.0 33.7 0.0 6.0 150 FTG PE 0.4 C 0.0 34.7 34.7 0.0 0.005 TL 50.00 PV' 0.2 Pipe: 23 FIXED PRESSURE LOSS DEVICE B 0.0 0.0 41.7 0.0 7.0 psi, 942.5 gpm C 0.0 0.0 34.7 0.0 Pipe: 24 942.5 7.980 PL 60.00 PF 0.3 B 0.0 41.7 41.7 0.0 6.0 150 FTG PE 0.0 A 0.0 42.0 41.9 0.0 0.005 TL 60.00 PV 0.2 Pipe: 25 942.5 9.790 PL 170.00 PF 0.3 A 0.0 42.0 41.9 0.0 4.0 150 FTG PE 0.0 AA 0.0 42.3 42.3 N/A) 0.002 TL 170.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 26 112.2 4.352 PL 12.50 PF 0.0 7 20.0 21.4 21.3 0.0 2.4 120 FTG PE 0.0 14 20.0 21.4 21.2 0.0 0.003 TL 12.50 PV 0.0 Pipe: 27 224.7 4.352 PL 12.50 PF 0.1 14 20.0 21.4 21.2 0.0 4.8 120 FTG PE 0.0 19 20.0 21.5 21.2 0.0 0.011 TL 12.50 PV 0.2 Pipe: 28 318.4 4.352 PL 12.50 PF 0.3 19 20.0 21.5 21.2 0.0 6.9 120 FTG PE 0.0 20 20.0 21.8 21.5 0.0 0.021 TL 12.50 PV 0.3 Pipe: 29 291.6 4.352 PL 12.50 PF 0.2 20 20.0 21.8 21.5 0.0 6.3 120 FTG PE 0.0 25 20.0 22.0 21.8 0.0 0.018 TL 12.50 PV 0.3 Pipe: 30 268.1 4.352 PL 12.50 PF 0.2 25 20.0 22.0 21.8 0.0 5.8 120 FTG PE 0.0 27 20.0 22.2 22.0 0.0 0.016 TL 12.50 PV 0.2 Pipe: 31 247.5 4.352 PL 12.50 PF 0.2 27 20.0 22.2 22.0 0.0 5.3 120 FTG PE 0.0 29 20.0 22.4 22.2 0.0 0.013 TL 12.50 PV 0.2 Pipe: 32 229.3 4.352 PL 12.50 PF 0.1 29 20.0 22.4 22.2 0.0 4.9 120 FTG PE 0.0 31 20.0 22.5 22.4 0.0 0.012 TL 12.50 PV 0.2 Pipe: 33 213.1 4.352 PL 12.50 PF 0.1 31 20.0 22.5 22.4 0.0 4.6 120 FTG PE 0.0 33 20.0 22.7 22.5 0.0 0.010 TL 12.50 PV 0.1 Pipe: 34 198.4 4.352 PL 12.50 PF 0.1 33 20.0 22.7 22.5 0.0 4.3 120 FTG PE 0.0 35 20.0 22.8 22.7 0.0 0.009 TL 12.50 PV 0.1 Pipe: 35 184.7 4.352 PL 12.50 PF 0.1 35 20.0 22.8 22.7 0.0 4.0 120 FTG PE 0.0 37 20.0 22.9 22.8 0.0 0.008 TL 12.50 PV 0.1 Pipe: 36 171.4 4.352 PL 12.50 PF 0.1 37 20.0 22.9 22.8 0.0 3.7 120 FTG PE 0.0 39 20.0 22.9 22.9 0.0 0.007 TL 12.50 PV 0.1 Pipe: 37 158.1 4.352 PL 12.50 PF 0.1 39 20.0 22.9 22.9 0.0 3.4 120 FTG PE 0.0 41 20.0 23.0 23.0 0.0 0.006 TL 12.50 PV 0.1 Pipe: 38 144.2 4.352 PL 12.50 PF 0.1 41 20.0 23.0 23.0 0.0 3.1 120 FTG PE 0.0 43 20.0 23.1 23.0 0.0 0.005 TL 12.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 39 129.2 4.352 PL 12.50 PF 0.1 43 20.0 23.1 23.0 0.0 2.8 120 FTG PE 0.0 45 20.0 23.1 23.1 0.0 0.004 TL 12.50 PV 0.1 Pipe: 40 112.8 4.352 PL 12.50 PF 0.0 45 20.0 23.1 23.1 0.0 2.4 120 FTG PE 0.0 47 20.0 23.2 23.1 0.0 0.003 TL 12.50 PV 0.0 Pipe: 41 94.7 4.352 PL 12.50 PF 0.0 47 20.0 23.2 23.1 0.0 2.0 120 FTG PE 0.0 49 20.0 23.2 23.2 0.0 0.002 TL 12.50 PV 0.0 Pipe: 42 74.5 4.352 PL 12.50 PF 0.0 49 20.0 23.2 23.2 0.0 1.6 120 FTG PE 0.0 51 20.0 23.2 23.2 0.0 0.001 TL 12.50 PV 0.0 Pipe: 43 52.1 4.352 PL 12.50 PF 0.0 51 20.0 23.2 23.2 0.0 1.1 120 FTG PE 0.0 53 20.0 23.2 23.2 0.0 0.001 TL 12.50 PV 0.0 Pipe: 44 27.3 4.352 PL 12.50 PF 0.0 53 20.0 23.2 23.2 0.0 0.6 120 FTG PE 0.0 55 20.0 23.2 23.2 0.0 0.000 TL 12.50 PV 0.0 Pipe: 45 111.1 2.227 PL 27.00 PF 4.4 21 20.0 22.5 22.5 0.0 9.1 120 FTG 2T PE 1.7 1 24.0 16.4 15.9 32.3 0.079 TL 55.00 PV 0.6 Pipe: 46 78.8 2.227 PL 8.00 PF 0.3 1 24.0 16.4 15.9 32.3 6.5 120 FTG PE 0.4 2 25.0 15.7 15.4 31.8 0.042 TL 8.00 PV 0.3 Pipe: 47 47.0 2.227 PL 8.00 PF 0.1 2 25.0 15.7 15.4 31.8 3.9 120 FTG PE 0.0 3 25.0 15.5 15.4 31.8 0.016 TL 8.00 PV 0.1 Pipe: 48 15.2 2.227 PL 8.00 PF 0.0 3 25.0 15.5 15.4 31.8 1.2 120 FTG PE 0.4 4 26.0 15.1 15.1 31.5 0.002 TL 8.00 PV 0.0 Pipe: 49 16.3 2.227 PL 8.00 PF 0.0 4 26.0 15.1 15.1 31.5 1.3 120 FTG PE 0.4 5 25.0 15.6 15.4 31.8 0.002 TL 8.00 PV 0.0 Pipe: 50 48.1 2.227 PL 8.00 PF 0.1 5 25.0 15.6 15.4 31.8 4.0 120 FTG PE 0.0 6 25.0 15.7 15.4 31.8 0.017 TL 8.00 PV 0.1 Pipe: 51 79.9 2.227 PL 8.00 PF 0.3 6 25.0 15.7 15.4 31.8 6.6 120 FTG PE 0.4 6A 24.0 16.5 15.9 32.3 0.043 TL 8.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 52 112.2 2.227 PL 11.00 PF 3.2 6A 24.0 16.5 15.9 32.3 9.2 120 FTG 2T PE 1.7 7 20.0 21.4 21.3 0.0 0.081 TL 39.00 PV 0.6 Pipe: 53 110.9 2.227 PL 27.00 PF 4.4 22 20.0 22.6 22.5 0.0 9.1 120 FTG 2T PE 1.7 8 24.0 16.5 15.9 32.3 0.079 TL 55.00 PV 0.6 Pipe: 54 78.6 2.227 PL 8.00 PF 0.3 8 24.0 16.5 15.9 32.3 6.5 120 FTG PE 0.4 9 25.0 15.7 15.4 31.8 0.042 TL 8.00 PV 0.3 Pipe: 55 46.8 2.227 PL 8.00 PF 0.1 9 25.0 15.7 15.4 31.8 3.9 120 FTG PE 0.0 10 25.0 15.6 15.5 31.9 0.016 TL 8.00 PV 0.1 Pipe: 56 15.0 2.227 PL 8.00 PF 0.0 10 25.0 15.6 15.5 31.9 1.2 120 FTG PE 0.4 11 26.0 15.1 15.1 31.5 0.002 TL 8.00 PV 0.0 Pipe: 57 16.5 2.227 PL 8.00 PF 0.0 11 26.0 15.1 15.1 31.5 1.4 120 FTG PE 0.4 12 25.0 15.6 15.5 31.9 0.002 TL 8.00 PV 0.0 Pipe: 58 48.4 2.227 PL 8.00 PF 0.1 12 25.0 15.6 15.5 31.9 4.0 120 FTG PE 0.0 13 25.0 15.7 15.4 31.8 0.017 TL 8.00 PV 0.1 Pipe: 59 80.2 2.227 PL 8.00 PF 0.3 13 25.0 15.7 15.4 31.8 6.6 120 FTG PE 0.4 13A 24.0 16.5 15.9 32.3 0.043 TL 8.00 PV 0.3 Pipe: 60 112.5 2.227 PL 11.00 PF 3.2 13A 24.0 16.5 15.9 32.3 9.3 120 FTG 2T PE 1.7 14 20.0 21.4 21.2 0.0 0.081 TL 39.00 PV 0.6 Pipe: 61 102.1 2.227 PL 27.00 PF 3.7 23 20.0 22.6 22.5 0.0 8.4 120 FTG 2T PE 1.7 15 24.0 17.1 16.6 33.0 0.068 TL 55.00 PV 0.5 Pipe: 62 69.1 2.227 PL 8.00 PF 0.3 15 24.0 17.1 16.6 33.0 5.7 120 FTG PE. 0.4 16 25.0 16.4 16.2 32.6 0.033 TL 8.00 PV 0.2 Pipe: 63 36.5 2.227 PL 8.00 PF 0.1 16 25.0 16.4 16.2 32.6 3.0 120 FTG PE 0.0 17 25.0 16.3 16.3 32.7 0.010 TL 8.00 PV 0.1 Pipe: 64 3.8 2.227 PL 8.00 PF 0.0 17 25.0 16.3 16.3 32.7 0.3 120 FTG PE 0.4 18 26.0 15.9 15.9 32.3 0.000 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/15/1998 1 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT 100 HOSE + 200 RACKS PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) PSI) PSI) GPM) F.L./FT PSI) Pipe: 65 28.5 2.227 PL 8.00 PF 0.1 18 26.0 15.9 15.9 32.3 2.3 120 FTG PE 0.4 18A 25.0 16.4 16.2 32.6 0.006 TL 8.00 PV 0.0 Pipe: 66 61.1 2.227 PL 8.00 PF 0.2 18A 25.0 16.4 16.2 32.6 5.0 120 FTG PE 0.0 18B 25.0 16.6 16.2 32.6 0.026 TL 8.00 PV 0.2 Pipe: 67 93.7 2.227 PL 20.00 PF 2.8 18B 25.0 16.6 16.2 32.6 7.7 120 FTG 2T PE 2.2 19 20.0 21.5 21.2 0.0 0.058 TL 48.00 PV 0.4 Pipe: 68 26.7 2.227 PL 88.00 PF 0.8 24 20.0 22.6 22.5 0.0 2.2 120 FTG 4T PE 0.0 20 20.0 21.8 21.5 0.0 0.006 TL 144.00 PV 0.0 Pipe: 69 23.5 2.227 PL 88.00 PF 0.6 26 20.0 22.7 22.6 0.0 1.9 120 FTG 4T PE 0.0 25 20.0 22.0 21.8 0.0 0.004 TL 144.00 PV 0.0 Pipe: 70 20.6 2.227 PL 88.00 PF 0.5 28 20.0 22.7 22.6 0.0 1.7 120 FTG 4T PE 0.0 27 20.0 22.2 22.0 0.0 0.004 TL 144.00 PV 0.0 Pipe: 71 18.2 2.227 PL 88.00 PF 0.4 30 20.0 22.8 22.7 0.0 1.5 120 FTG 4T PE 0.0 29 20.0 22.4 22.2 0.0 0.003 TL 144.00 PV 0.0 Pipe: 72 16.2 2.227 PL 88.00 PF 0.3 32 20.0 22.9 22.7 0.0 1.3 120 FTG 4T PE 0.0 31 20.0 22.5 22.4 0.0 0.002 TL 144.00 PV 0.0 Pipe: 73 14.7 2.227 PL 88.00 PF 0.3 34 20.0 22.9 22.8 0.0 1.2 120 FTG 4T PE 0.0 33 20.0 22.7 22.5 0.0 0.002 TL 144.00 PV 0.0 Pipe: 74 13.7 2.227 PL 88.00 PF 0.2 36 20.0 23.0 22.9 0.0 1.1 120 FTG 4T PE 0.0 35 20.0 22.8 22.7 0.0 0.002 TL 144.00 PV 0.0 Pipe: 75 13.3 2.227 PL 88.00 PF 0.2 38 20.0 23.1 22.9 0.0 1.1 120 FTG 4T PE 0.0 37 20.0 22.9 22.8 0.0 0.002 TL 144.00 PV 0.0 Pipe: 76 13.3 2.227 PL 88.00 PF 0.2 40 20.0 23.2 23.0 0.0 1.1 120 FTG 4T PE 0.0 39 20.0 22.9 22.9 0.0 0.002 TL 144.00 PV 0.0 Pipe: 77 13.9 2.227 PL 88.00 PF 0.2 42 20.0 23.3 23.1 0.0 1.1 120 FTG 4T PE 0.0 41 20.0 23.0 23.0 0.0 0.002 TL 144.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) FT) SUM. NODES (FT) (PSI) PSI) (GPM) F.L./FT PSI) Pipe: 78 14.9 2.227 PL 88.00 PF 0.3 44 20.0 23.4 23.2 0.0 1.2 120 FTG 4T PE 0.0 43 20.0 23.1 23.0 0.0 0.002 TL 144.00 PV 0.0 Pipe: 79 16.4 2.227 PL 88.00 PF 0.3 46 20.0 23.5 23.3 0.0 1.3 120 FTG 4T PE 0.0 45 20.0 23.1 23.1 0.0 0.002 TL 144.00 PV 0.0 Pipe: 80 18.1 2.227 PL 88.00 PF 0.4 48 20.0 23.6 23.4 0.0 1.5 120 FTG 4T PE 0.0 47 20.0 23.2 23.1 0.0 0.003 TL 144.00 PV 0.0 Pipe: 81 20.2 2.227 PL 88.00 PF 0.5 50 20.0 23.7 23.5 0.0 1.7 120 FTG 4T PE 0.0 49 20.0 23.2 23.2 0.0 0.003 TL 144.00 PV 0.0 Pipe: 82 22.4 2.227 PL 88.00 PF 0.6 52 20.0 23.8 23.6 0.0 1.8 120 FTG 4T PE 0.0 51 20.0 23.2 23.2 0.0 0.004 TL 144.00 PV 0.0 Pipe: 83 24.8 2.227 PL 88.00 PF 0.7 54 20.0 23.9 23.7 0.0 2.0 120 FTG 4T PE 0.0 53 20.0 23.2 23.2 0.0 0.005 TL 144.00 PV 0.0 Pipe: 84 27.3 2.227 PL 88.00 PF 0.9 56 20.0 24.1 23.8 0.0 2.3 120 FTG 4T PE 0.0 55 20.0 23.2 23.2 0.0 0.006 TL 144.00 PV 0.0 NOTES: 1) Calculations were performed by the HASS 6.2.0 computer program under license no. 4 C1325U granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.057 gpm. 3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 9.3 ft/sec at pipe 60. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/15/1998 CARGOI.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS 4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 15.100 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 15.126 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 15.142 psi 5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: SCH HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T . L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 7.980 26.00 50.00 19.00 64.00 17.00 6.00 9.790 28.00 64.00 20.00 70.00 24.00 6.00 PAGE: S MATERIAL: SUPFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LNGELL CHKVA BFV GATEVA ALVA DRYVA 2.227 7.00 14.00 4.00 16.00 9.00 2.00 22.00 14.00 4.352 14.00 28.00 7.00 31.00 17.00 3.00 31.00 14.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 04/15/1998 ,CARGOl.SDF JOB TITLE: DENSITY .32 GPM/SQ.FT 2000 SQ.FT + 100 HOSE + 200 RACKS WATER SUPPLY CURVE 72+ I 66+ 60+ 54+ P 48+ R I 0 \\\\\ E I 45.0 psi @ 1000 gpm-> S I Flow Test Point S 42+ X U I R I E I 36+ P S 130+ I 24+ I 18+ I I 12+ LEGEND I X = Required Water Supply I 42.35 psi @ 942.5 gpm 6+ 0 = Available Water Supply I 47.08 psi @ 942.5 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW GPM) AIR CARGO BUILDING ORLANDO SANFORD AIRPORT FIRE SPRINKLER SYSTEM EQUIPMENT TABLE OF CONTENTS 1) SECTION ONE FIRE SPRINKLER ABOVE GROUND PIPING 2) 3) 4) 5) 6) SECTION TWO CAST IRON FITTINGS SECTION THREE GROOVED TYPE FITTINGS SECTION FOUR SYSTEM VALVES SECTION FIVE SUPERVISORY EQUIPMENT SECTION SIX FIRE SPRINKLERS ALLIED SPRINKLER PIPE Tho Mnst Technolouically Advanced Type of Sprinkler Pipe. Allied XL Pipe is a time tested threadable light wall sprinkler pipe manufactured in b.* through 3" sizes and engineered to provide the best in low cost sprinkler protection. Allied XL pipe is suitable for use in accordance with NFPA 13. 13D and 13R, and it can be used either threaded or unthreaded in wet, dry, preaction or deluge systems having working pressures of 300 P.S.I. or less. Allied XL Pipe offers superior features to conventional Schedule 40 Physical features and Cost and characteristics: Superior hydraulics Used with standard time savings: Lower sprinkler No special processes Galvanized exterior couplings, finings and system costs Freight savings or thread sealants required for installation Greater yield strength High tensile strength valves Recommended paint Reduced inventory Standard N.P.T. threading equipmentExceptionallyhighfinishescanbecosts burst strength applied to Allied XL Reduced waste Light weight Pipe Allied Pipe successfully met or exceeded all the U.L. requirements and was the first sprinkler pipe to receive unrestricted Underwriters Labora= tories. Inc. listing for apprc.+ved fire systems having working pres- sures of 300 P.S.I. or less. Tests performed 'by Underwriters Lab Flexural test: Simulating loading of typical pipe and hanger installations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembly test: Leakage and hydrostatic tests on both contractor threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSI/ASME 131.20.1-1983. Fire test: Simulating wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibration test: Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test performed by Factory Mutual' Allied XL Pipe per ASTM A135 evaluations: Chemical analysis Tensile strength Flattenability Hydrostatic performance Quality of welded seams Variations in weight or dimensions Workmanship Finish Marking Joint evaluation tests: Threaded per manufac- turer's recommendation Threaded per observed field practices (Both "drop -head" and "adjustable") Butt welds Flexible pipe couplings on roll -groove -ended pipe Plain -end fittings (Locking set -screw engaging pipe to a predetermined dimension) Plain -end fittings (Locking set -screw engaging pipe to a predetermined torque value) Hydrostatic tests per ASTM A135 on: Threaded assemblies Welded assemblies Hydrostatic tests performed at 4 times the pressure ratings: Plain -end fittings Roll -groove fittings Bending moment tests: Samples were internally pressurized to their rated working pressure Vibration tests: Threaded joints Plain -end fittings (Locking set -screws engaging pipe to a pre- determined dimension) Plain -end fittings (Locking set -screws engaging pipe to a predetermined torque value) Cycling pressure tests: Three similar assemblies were cycle pressure tested 20,000 times from 0-125 P.S.I. Thread strength tests: Allied XL Pipe behaves similarly to ASTM A53 material Allied XL Pipe has a much higher yield strength than Schedule 40 of greater wall thickness Threads are easily cut on Allied XL Pipe No leaking, loosening, weakening or other evidence of failure was detected in any of the above testing proce- dures. Tested against conventional SK40 product Comparative tests summary - Allied XL Pipe vs. Schedule 40 Construction and Instal- lation: U.L. stated Allied XL Pipe is suitable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical strength properties equivalent to or greater than required for Schedule 40. Flexural: Allied XL Pipe passed Schedule 40 flexure lest requirements without leakage. Hydrostatic: Assembled Allied XL Pipe, threaded in accordance with ANSI/ASME B1.20.1-1983 can withstand internal pressure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pipe did not leak at or below 600 P.S.I., twice its normal working pres- sure, and did not exhibit any signs of weakness, deteriora- tion or wear at the threads. Fire resistance: The me- chanical and bending strength of Allied XL Pipe provides equivalent resistance to the stresses imposed by fire. Burst test: Allied XL Pipe tested to 9,000 P.S.I. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied XL Pipe would last up to and exceeding 100 years in most automatic sprinkler systems. It is expected that particularly corrosive condi- tions will result in a shorter service life, as it will for Schedule 40••. 9(k Approved II 7 Approved Factory Mutual Approved for wet sprinkler systems in 11 thru 31 sizes. Details available in February 21,1984 report by Underwriters Laboratories Inc. ULC - Details available in January 10, 1990 report by Underwriters Laboratories of Canada. ULC approved for wet systems in threaded application. ULC approved for wet-dry-preaclion and deluge systems in unthreaded application. Specifications, descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. OFFICES AND WAREHOUSES United States CanadaAllieSALESdARIZONANEWJERSEYMS1111ttro-1 NYC Ana) LK.., PML 07ofi - M a..1w Brapk A0. - fAt1596.0600 AIeERTA p.1.- 95017 - 7tS1 vkq T.M„n AO - 190A 97i•5535 CALIFORNIA NAppiEW YORK.9p7_1S.9 Ur.w99, Aw.-P1N M3.70N1 E•s TSO QWS+e 3W -11340 t,So- 1 1452 Nn1-W5, TUBE CONDUIT 97070-793oW. WW-IH91 Y7.900, swMs, OMI - p SvM P1W "00 Aw -171.177a 1Igo NW.MD"SAS -IMAb-o YOY-In31M7.97W NORTH CAROLNA CNNM,. IWA-1.»VOM M.~St-Iro•1 S7H.0, e h COW MOIA ftwa.v9TSr._ Roo M,.m9,R0-19W1759." YAIq YU7-R0•197yy9n s.L1....,. M1.-T1 A.h"SNC-19,N.-14M OHIO ANIT'd'79S'tV7_5900MAN1700A COLORADO C-R--0.5r37_ 10i61A1M„-h.-131»9.i•0.-0 mtw7sT 1361 n•7.9t 16100 South Lathrop Avenue MRORIDA MYS r.MwM1 St-r>o»Uyn9t CMA' 1 MEnl SA St IiR•T .», NOVVA7 OTIA Harvey, Illinois 60426 FL- 7.mW -1.W M..tW. aNp.-lagl Sr,•.'H OKIyA16•.7.u5-4114 SOvn 70A E.M Ar.-I91R 577•s050 DM.1ae, Na 1PS-90 vMb a.-III="a•979, ONTARIOGEORGIA70519 1Y•Twm- WS NM9ui. a.Nv7_ 1404152 "1 OREGON ft. 97r0-0E.0Np V. I99nM _ISWIr2Yn0+ sw,C,w-L9Ez 9-.79 s.M M u-1.,51 Sb,.77„ N9i 7C! - 10 01w51312) 339-1610 HAWAII ENNSYLVANIA 5- C -6907, S^+N7Tr69S SI.-Ot-(70:.61bVWMIS-MN•-W-5u-1909137.7m Bo.. ,9W0-1.11 1v0 R0-R151 ON-0500 1C.-olyP1ESPS- 073..r7 W Aptl-p0l.6"•9d001-800-SALLIED ILLINOIS N_"W.xs-,S,00SaM,NMM,.S,-17+71 M7.,500 P""'N.,U33 _ 139, 1 9..... _ 1.1013214 . TENNESSEE UEBEOUEBEC L•arlw wP rva - S990 JMn Lb. 9. Y+,w - IS- >•: _' n A GArmell coMPANY INDIANAYe..apo•s 4M-9915 EO 73,0 SL-10171993.t-3- uo ft 79,12 - 315 c r.,M 51 - HO,).St-7,09 N-Y-nN M-9 1017 E. Ha PA.-151519.._75+3 SASKATCHEWANY77 _ i0S W SL - I. SaIYnm LOUISIANA ERAS S7K S53 - 500+79+ 31nw E - D0517.T5%o9 1907.075Jov- 70t21 - 300 Jor~ N.Y. S, mo - ISW 2 r 9 7YA, - 0-7S E.M Paw D. - W-1 .79••-,. MARYLAND M .- 7700, - 9999ON Cr.pN A4 -171» 975-0771 c.M,O. i,W-riSS& -OM, Po,w P„-,-0011391.9100 MASSACHUSErTS C~0M-190 sNw..9 Rl-N771{TF950s VIRGNIANMM855W -1.00 SWM9n. 5NC - IW 9974MP.P.-0t0971-43"EOM Aa-RINDV•a9.0 Grinnell. MM W 46,47.M.1 M90-91aSS 11M1W 9,011Mr,Ll a.-I»»99L750D WASNNOTON NM.919Ai-9TJA S. - 12=rAw a1.9SAS I MINNESOTA DIup.1140ISCON9MSt9130Mq..-D:OR.ai•.9N uuNN.O,." sLrrfa• SALES co Ntr71`'v Sw1NpI 1A1 W a9e SL - m919M•7,3, 3233 -1919 YOM SL vw M - H,q 937"eoo9MISSOURI a1 $ Ma7k91YpID03,9 n Sell -COSTeco1341IlLp,r. 90n0 . 1913 SM, Vft- R - 7. 1Ww..905NAYV.. CW Mn9 - 1970 YOmN _ 19N1.7-.DSpp W Avenue1]Al EknwoDO AYMu9E Cnnsw R1029t0 14011941.5000 G,vnM Conwanan. EucWrs QISCO> 3 Tyco Pant Euw. NH 03033 - 1603) 775.9Mi,1 S Q.S2PRIIILTED-N_US_A 1 ALLIED SUPER FLOTM ENGINEERED LIGHTWALL SPRINKLER PIPE The Most Technologically Advanced Type of Sprinkler Pipe. Super Flo Pipe manufactured by Allied, represents the latest technical advancement in light wall sprinkler pipe for low cost sprinkler protection. Super Flo Pipe is manufactured in 1' through 4' sizes to ASTM A 795 Type E. Grade A, tot a maximum working pressure 01300 PSL UL and ULC listed for use in wet. dry, preaction and deluge systems. FM approved for use in wet systems. Allied Super Flo'" Pipe offers superior features to conventional Schedule 10 Physical features and Useable with standard Cost and time Standard hanger characteristics: grooved couplings, finings and valves as savings: Factory roll grooved spacings Standard equipment Superior hydraulics Black exterior finish well as plain enC ends for welding and Substantially greater htUn9 s to applicable Available cut -to- grooving yield strength Very high tensile listed, approveC working pressures). length Freight savings strength Available in 1' through Light weight 4' sizes Engineered for welding 11 Ir Super Flo'" Pipe represents the latest technical advancement In light wall sprinkler pipe. Ideally suited for use in most sprinkler system Installations,. Super Flo offers advantageous hydraulic design capabilities. Light weight but Incredibly strong, the precision - engineered Super Flo light wall sprinkler pipe allows for ease of handling to facilitate Installation, at significantly reduced labor costs. Complies with ASTM A 795 Super Flo Pipe is manufactured to ASTM A 795 Type E, Grade A standards. Coating Super Flo products are coated with an environ- mentally approved and specially formulated modified acrylic coating that is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Fabrication Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding, and roll grooving. No special process or equipment are needed for fabrication and installation. Flow Characteristics Larger inside diameters provide Super Flo with superior flow characteristics. Significant improvements over both Schedule 10 and Schedule 40 lend themselves to hydraulically calculated sprinkler systems. The table below shows the differences between Super Flo, Schedule 40 and Schedule 10. Economical Benefits Super Flo is offered in both plain and factory roll grooved ends. Special cut to length orders are also accepted for Super Flo pipe. Physical dimensions allow use with approved/listed standard plain end fittings as well as grooved couplings, fittings, and valves. Standard hanger spacing requirements are permitted for Super Flo pipe. Size range is from 1" through 40. UL & ULC Listed/FM Approved Super Flo is manufactured to ASTM A 795, Type E, Grade A requirements. Listing/ Approval included the following considerations: 1. Flexural strength 2. Fire resistance 3. Sidewall burst strength 4. Vibration resistance 5. Corrosion resistance 6. Joint strength 7. Hydrostatic strength 8. Welded outlet strength Copies of laboratory approval reports are available on request. 11 1 APPro SUPER FLO FRICTION PSI/FOOT) LOSS C-120 PIPE WEIGHTS/FOOT NPS I.O. In. O.D. In. GPM SUPER FLO SCH-40 SCH-10 SUPER PCs./ FLO LIFT SCH-40 SCH-10 V 1.197 1.315 40 2467 4691 3773 791) 91 1.68 1.40 1I/i 1.542 1.660 100 3915 6721 5426 1.008 61 2.27 1.81 1W 1.752 1.900 120 2945 4445 3592 1.404 61 2.72 2.08 2' 2.227 2.375 150 1384 1989 1616 1.769 ( 37 3.65 2.64 21/i 2.727 2.875 300 1860 3018 2198 2.211 30 5.79 3.53 3' 3.352 3.500 500 1752 2696 2006 2.705) 19 7.58 4.33 4' 4.352 4.500 750 1040 1520 1154 3.486 19 10.79 5.61 Allied TUBE & CONDUIT 16100 South Lathrop Avenue Harvey, Illinois 60426 708) 339-1610 1-800-SALLIED I' • a. Grinnc].I col pmo CanadaSALESOMCESANDWAREHOUSES United States A`sERTA Fad. ;i"o s"°ua0m91-i a'"3z:a r.w:•M ARIZONA Nww- Mar wtr Th- M - Intl T ."M NEW JERSEY (YNIo NYC Area) W.. V%o70S _ M SrMw S'M. N6 - Poll M-0 0 RCfESH COIUYSU 7IrIY10 VST SY. - 7M01twr1era RS - ISD117SF,OI C,GRN NEWYORK RV.I-w YSV M - in Vnp 1'+r - In117»•,Tt, F,.~ 001-17/I San Pb-" A--17I.177SnM pbw I.M7 - OM U-My ).A - IHN «7•N.0 YANROSA n.3M, N+i1i Rai Ma -1sr c yr st -Ron Mo r4.n'rw - IaN M7a,W 0, IIO,ri M -INN «1 M NORTH CAROLNA Ob,.rl. Ina -14M w.w aoay.e SL - po11 S7Sr.71 NOVA sCOTU1 O-0 on PS - n YISIIo P. - IS17A «LS7T COIORADO - T1» s.r-w! - Rai M-7191 CCO e W37 _ ,MS laianl 7w - HIO PIA J.7-0.10 Ma!-Irq O,„ ONTAAIOStww, G... LK T17-.793,w a-111n WRF FLORIDA«IO-gM•Mir Nwa O,MnR-1133.low7 "1Iw,t--0 b.. Wn -INN 62-19, OK AHOMA 1- 1.1.5 -.10 Sa,., 7on Tr r. _ IaN a+aao S.rw. Nn 7 S - 711 Crlvari ! - N,N T76 )MoI- Tno- 7E M -,775 RM1 Sr b.s-17a1.7,•Mt3GEORGIA AW SOH - 00,wnw1 G, t.w - I1«157.7n OREGON P r o7T0-saltln,-r AaIw-R0717871P w-7 Iw-7MD J.r1 TI nM. MAWAIIWl..en M70r - a•w ml.,• 1. Vti -NMI MJ Nt00 ENNSYLVANU SASKATCIEWAN 0.lMO1SO.M - INa Saw H S, - 17171 «I.,.a r-IY+ ISaO - N,1 )wo K - ITN & rwlrP IH77 - ,771 NlS. ,b. - 11,A 371aM1 1bPw SIP7M - SM Y/ ! - NMI «Y.sx 4rrrs, - 679 IM - MY.ra a- E - 17Y' ••, fir' P=Aaw,.Si, .BM - M,S lr ]N l - 17111 @a-10- TENNESSEC N-..r1. MI,7 - lS C,/.-/Ind ! - IM,1 «7•% a• nrn.. 777w _ un U., w 7.. _ PIN S«.7.17 GlLOUISIANAJMrw17TT - m hr.a, 7,.7. E,r,Ia _ do.) 07-aw TE%A•S V" 7N"1 _:.>s 4r ApM On+ _ R+11.M- i1LJl ell' YARYEA O u.I.IIma-Mal.rw w..w-r-aalaH.aa I..n 77oa_MMwae w_pwlawl SUPPLY SALES COMPANY YASWKUSETff3 VIRONU71wbw77w1- IO 4..q.w Fa - ISYI Q7-0MO bCMICd Swv"s Cae1 ON"- golr.wi M - MITI M•SO 7.cwl-V 77DI - 01 E10.ri K - pM173aM0 wVMw%n"1DmV 1341 EYnwwd AvWWYICWGAH 7.Ib,.nn - MU %0" `I a-"7M-3= WASHNGTON 9M MR" - all S.low A - am AI.MM Crwbl RI a o YNN[SOTA Istp_"M-S•Qv. -am as-40. 140119414WOSwwaOTU.JI-1701w Mtn!-PIAw It! WISCONSN YISSOURI r.aw UM - Iwr wr a PW -1•,v M7.Ma G-W CaV-na% EreWw Oft@IL1rGPQ - ww IIW Ibowy.+r - 13"1 n,+w 3 T,eo PotRYWa, «,- - ItN10 wr.w - N,N.7.-0SG7 Eaww. HN 03= - (EG7I 7711-111M w Allied Light Wall Pipe is a quality domestic manufactured product with exceptional physical characteristics and advantageous hydraulic design capabilities. Ideally suited for use in any sprinkler syste n1 installation, Allied light wall pipe is a proven performer that complies with the exacting standards of ASTM-A135. Lightweight but strong and durable, the precision -engineered Allied light wall pipe allows for ease of handling to facilitate installation, at significantly reduced labor costs. Complies with ASTM-A135 standards Allied light wall pipe meets the precise requirements of ASTM-A135 governing tensile and yield properties, toler- ances, material composition, etc., as well as Allied's own exacting standards of consistency and quality. Reduced weight with increased strength Allied's unique in -line cold forming process produces a work hardened light wall pipe with exceptional tensile strength. Allied light wall pipe averages 30% greater tensile strength than the minimum requirements of ASTM-A135 grade A) and is resistant to permanent deflection. In addition, the superior quality steel used in the manufacture of Allied's light wall pipe meets the ASTM-A568 requirements for carbon and high strength, low alloy steel. Ease of handling for cost efficiency The lighter weight of Allied light wall pipe assures easier handling, resulting in reduced installation costs and considerable freight savings. Flexible design for maximum engineering capabilities Allied light wall pipe's larger inside diameter provides increased water flow and volume, which can reduce pipe sizes required for many installations. Cut -to -length pipe availability also assures greater system flexibility, since systems can be engineered minus the installation restraints imposed by standard pipe lengths. For further flexibility, Allied light wall pipe is specially designed for use with either plain -end or grooved mechanical fittings. Trade Size OD ID Nominal Wall Thickness/ Inches Nominal Weight Ft. Bundle Sizes PCs. per Bdle. 1" 1,315 1.097 109 1.40 91 11/4" 1,660 1.442 109 1 1.81 61 1 t/2" 1.900 1.682 109 2.08 61 2" 2.375 2.157 109 2.64 37 21/2" 2.875 2.635 120 3.53 1 30 3" 3.500 3.260 120 4.33 19 31/2" 4,000 3.760 120 4.97 19 4" 4,500 4.260 120 5.61 19 5" 5,563 5.295 134 7.77 7 6" 6.625 6.357 134 9.28 7 8" 8.625 8.249 188 16.94 7 Allied TUBE 8E CONDUIT 16100 South Lathrop Avenue Harvey, Illinois 60426 708) 339-1610 1-800-8ALLIED I1 A Grinnell COMPANY SALES OFFICES AND WAREHOUSES United States ARIZONAnov., 950,7 — 1131 w.M 7,p 6 W — M21972.6555 CALIFORNIA El C. 92090 — M G&W VMF —16191 Yr.90o1 F.Mrgn n671 _ 901 SOW M1. ,. — 17w ,71•n6b r.gwa 9.s.s — roso.lwl. - w.uoo s«M.vro .S, ncw.s Ill If,s1++1.690, COLORADO oe1..w TV2 — 2,-s •nw1u, 9 —(7071 e».ni, FLORIDA 1m 1161i-1.a0 M.un9&1—191p6r,.a:1, GEORGIA 6n Nv1r.p o-. Nw _ ,w11 sr. 5:91 NAWAIINppyy 96919-6)0 M.Wn. S1,w-1Mel Ni-r,n ILL INOIS a ,60.»-15,00 SOW wore SL—IS,2I H7.1500 INDIANAiowwo..On6 — "IS E.Y 3319 S. —111719».7R. LOUISIANA7p121 — 700 J.11Y...n.owNS,10D —1lM1 Nra7 7OMARYLAND Ca, n9w 2,1144 — IMI S,o.e.n P_ Fa., — Pol. 191.9100 MASSACHUSETTS C~ 0902,-17011r nrro-10111921146N MICHIGAN T.,,". 61W—MSS VW" . w*01—171T:92.191Y MINNESOTA 5w_. prn 55.3,_2ol w 9, s.—.01t1 M+. 1,)- MISSOURI 51 L_4110 7, Ny SOw1 •.gY`6n.n Ta.. _.a A: Versatile Allied light wall pipe has been tested and qualifies for use in automatic sprinkler systems, meeting the requwements of NEPA 13, 13D and 13R. Allied - light wall pipe Is available in the following sizes: Trade sizes 1" thru 4" in lengths 21' & 25' Trade sizes 5" thru 8" in lengths 21' only Specifications, descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. NEW JERSEY (Metro NYC Area) L- C PN 07013 — M Ill Ill b—19011696.0600 NEW YORK L 1y07 _ 15.9 Un'..,.•T •1. — IM,. 24W NORTH CAROLINA C.. AY. »»9 _ I" YAY V_ft.0 S, _ 170.1)76Y), OHIO C+c1wO -M, —1025 L W.. M — ",112.24W C4. YY,0.103_ 12M•96 E.0 SW 9.-1216103' OKLAHOMA I.. 7.,• 5 — 0,9 SO^ 70m E W M. — IY9, 6n•606) OREGON Po, 9. M 9r910 — 3240 FW P. I 29.19.. —'.SOT n7 7,01 PENNSYLVANIA Fo0 ft. — R1319190600 TENNESSEE W311,112 USTE F" A+Ou _ IE1m i..•7P76 7n,0 TEXAS b• 4 rm, — 2.» Fa. l Fsw 01". — RM1.70:1. 10,1 Tr001 — a9W Old C~ M —17W 675{A1 VIRGINIA 141e1. 2770.—,670 a...1.. an9— RM.M.9100 c1.uv 0 2RS, _ 6n9 E1" r. ro—160.12I2-994 WASHWGTON K"96012—MR S9111..19 — 1» N »,•»65 LOO... 99977 — 9,S 0".. — IM, a25..Ma WISCONSIN W _5=—,9,9 MYa1 . y. w—..)7,40) Canada ALBERTA BRITISH COLUMBIA 1`4 1 V9T 7Y._»WK mo. b Tip.—'SOa W.H.' w9/Y V9V, Vr _ s90o vrq Y1.7 —16M. M.7r• MANITOBA Ya••'9.01ON O1.Ti— Tn C.nvr 51 —•70a-••.7+'.' NOVA SCOTIA 0.01, 1,ar, n—zovewo-- 19cr.si.,•: ONTARIO 7p Maz 2Cs — 10 Noe. 0.— S. — •, 9Y... NTT 2W — 211 C~ A — s' i 7:•. •..; OUEBEC SASKATCHEWAN 2s 99 w 9! 07•. N, 061S.—17}s19ru1O", — 97K sO QGrinnellSUPPLY SALES COMP-'L T9ch6W SuppWVma"wq D9s• 5n S- c'S 1 361 E9nwood AVa1NN „ Ganum. RI 02910 1401) 941-N 0 GT91nN CorllaatiaL EI,9ttUY9 01.' Grinnell pressure ratings, psi saturated steam: 125 liquid d gas at 150• F: 175 cast iron threaded class 125 standardr (standard) pressure ratings, bar saturated steam: 8.6 { liquid 3 gas at 65• C: 12.1 Grinnell standard and extra heavy cast iron threaded Grinnell standard and extra heavy fittings in this fittings are manufactured in accordance with ASME section, sizes 1/4 NPS/8 DN - 12 NPS/300 DN, are B16.4 (except plugs and bushings, ASME B16.14). included in the "List of Inspected Fire Protection Dimensions also conform to Federal specifications, Equipment and Materials" issued by the Underwriters' WW-P-501 (except plugs and bushings WW-P-471). Laboratories, Inc. weight (approx.) each elbows size A B fig.351 black fig.351 gale. fig.371 black NPS DN in mm In mm lb kg lb kg lb kg 900 elbow '/+ 8 112 13 13/16 21 .16 .08 .17 .08 - - straight: fig. 351 3/8 10 9/16 14 15/16 24 .25 .12 .26 .12 - - 1/2 15 "he 17 1 % 29 .40 .19 .41 .19 - 3/4 20 t3/16 21 15he 33 .60 .28 .61 .28 - - 1 25 15/16 24 11h 38 .92 .42 .95 .44 - - i 1'/+ 32 1'/e 29 13/+ 44 1.44 .66 1.46 .67 - - C. 11/2 40 15/16 33 V5h6 49 1.95 .89 2.00 .91 - - l- ; it- 2 50 19/16 40 21/+ 57 3.13 1.43 3.21 1.46 - - flanged and threaded 21h 65 113/16 46 2"h6 68 4.94 2.25 5.13 2.34 10.22 4.65 fig. 371• 3 80 23he 56 379 79 7.21 3.28 7.40 3.37 13.25 6.03 4 100 2"he 1 68 3'3h6 97 12.17 5.54 12.67 5.76 21.56 9.80 5 125 35h6 84 4'h 114 21.46 9.76 - - 28.13 12.79 A - 6 150 3'/e 98 5'/e 130 31.33 14.24 33.33 15.15 40.50 18.41 8 200 5'/,s 132 69/16 167 64.56 29.35 67.14 30.52 80.06 36.39 B A Nominal Pipe Sizes of 4/100 DN and larger have two holes tapped for stud or tap bolts. A: center to end of pipe B: center to face of fitting 450 elbow: fig. 356 size A B black NPS DN in mm In mm lb 1/+ 8 7/16 11 3/1 19 .16 C 3/e 10 7/16 11 1 br, 21 .23 1/2 15 '/,6 11 7/e 22 .37 flanged and threaded 3/+ 20 1/2 13 1 25 .55 fig. 372 1' 25 9/16 14 VA 29 .83 11h 32 sh 16 114 32 1.33 11/2 40 1j/16 21 Vh6 37 1.79 2 50 1 25 1' hs 43 2.894 % 21/2 65 1'he 27 VM6 49 4.29 3 60 11/16 30 23h6 56 6.44 31/2 90 13/e 35 23/e 60 8.42 4 100 19/,6 40 25/e 67 10.64 A: center to end of pipe 5 125 1'/6 48 3'/,6 78 16.96 B: center to face of fitting 6 150 23/,6 56 3'/,s 87 [26.02 8 200 27/e 73 4'/+ 108 50.17 1 NPS/25 DN size available in 1 NPS/25 DN x'/2 NPS/15 DN reducing size, black or galvanized. weight (approx.) each fig. 356 fig. 372 galy. black kg lb kg lb kg 08 17 08 17 38 17 25 56 26 38 88 40 61 1.36 62 82 1.83 84 1.32 2.96 1.35 1.95 4.35 1.98 2.93 6.65 3.03 3.83 4.84 11.22 5.10 19.88 7.71 17.38 7.90 11.83 26.19 11.91 35.31 16.05 22.81 52.00 23.64 64.41 29.28 of -FIB Grinnell 0 cast iron threaded, (class 125) pressure ratings, psi saturated steam: 125 quid & gas at 150' F; 175 pressure ratings, bar saturated steam: 8.6liquid & gas at 65' C: 12.1 w9L (approx.) each tees size A B C D E F black galvanized NPS DN In mm In mm in mm in min in mm in mm lb I kgTib T k, straight tee II' Ih I -. Ih 11 5 22 2. fig. 358 is 16 17 1h 17 35 3 5 1,- M is 21'shs 22 is 21 Vh Ih 1 25 7 1,31 1, 4 32 V/, 29 lit, 1 2 Vh 2: Vh 03 91' 2.07 11/ 2 1IN 33 1'/,$ 35 is 33 115/1 1,$/, I'1/!j 2.70 J.'. 2.72 2D r 2 Th E5 VN VIN 40 Je 1'/,$ I' ll's 1%, 11% r. 27, Ville 2" he Ec 2 - 1, 2'!/, 6 7 E 4. 23 6. 67 I. K 3 4. 33 6. 79 3 ev 2 56 Vin ZE Pis 3' .1, 71 3A 3 4 7: 10 10.16 r- A B Th so 2.-o 62 2'N K 2`4 62 3*/,l 27 Pis 87 Pis 67 13.29 C-' 13.82 4 IN 2-4 E: Vhs 2"hs U 3y. ii 331, 1 V P, a: 16.331 74. I ' 16.991 5 6 125 150 2C0 Vs 37--', 5 Y, 1 54 98 132 Ths A 58, j i-: 32 1 31/ m A 51hs a., 92 Vh 51; 6she It-* 150 Ij- 4W 5'/# 61hs 1: 4 15C 167 4',' z Pe Pis 1;. 1 X IE7 27, 331, 40. 85 79- 00 4. i 57 n F 27 - 41. 40 I 81.25 C 1 A, B, C: center to end of pipe D. E. F: center to face of fitting reducing tee fig. 359 15 1.415 14 1A 10 8 ills h6 17 17 Vis he 17 17 Y. is 19 21 11/ 6 VA 29 29 I' le 114 29 29 V/ 4 1 1 i 29 29 57 571 25 25 34- 20 1h lc 10 he it 17 17 I' M bs I is 146 21 2- 1 I ill : 13i 5C N. Vi$ Vis 30 W Vii- 115 32 32 76 75 5 35 3. 20 8 As 14 V16 I Ill 22 VAS 27 1 ;s 27 V)s 30 62 29 A 1 - il. h 20 15 6 A 6 21 17 IIA6 k 21 i 7 9A s A s 21 2 1 K 3C 1 Y. 1% 32 29 1% 1:: 33 32 75 64 3; 29 5. 8 3: 20 A. 21 s F2-' Yss 21 1 Vis 33 Ch 32 1 1 3,, 33 79 36 15 Ili 15 34, 20 Ili, 21 91. 21 N 17 1% 32 1% 32 134 X 68 31 20 IYs 21 30is 21 A: 22 1% 35 1), 35 1 ',, s 37 1.11 zi 25 h 15 is 1 7 1/15 17 IV, 2. 1% 32 v/. 32 Vi 35 1.01 46 1.03 8 N 17 Vis 17 A 29 1% 32 v/. 32 1% 35 1 1.01 1 25 s 22' Ili s 2- s 21 1 3; 1 "As 37 1',j MI 1.13 52 1 25 Y- 20 35 20 s 21 9,6 21 As 24 1% 5 131s 33 IA* 37 1.00 46 lk 15 I'bs 17 Ilbo 17 1% s 21 V/4 7 13i, 30 1 34 891 41 1 25 21 1% 2-' A e 21 1112 M Ili 35 I'h 3a 1.08 49 14 15 111 20 A 21 1%% 21 Zs 21 I !i 3.z VA 32 1 *m 37 91 42 E- Ih 15 hs 17 13 N 21 15- 32 1 6 38 1% 35 90 41 1'; 8 1 25 15, 2.1 A. 21' 1% V Ih 38 1 li 32 Vi 38 1.08 49 I F 3'. i 20 15 V- W 20 15 1 25 As 24 25 s 1 21 25 A s 9is 21 2: 1 5is 1% 37 Tr 17As 1 *,, s 37 37 1% Vi 30- z; 99 1. 00 A: CI 16 1 25 Ili, 21 1% 21 IA 29 0-6 4-; I'AG 40 1 "As 1.73 73 1% 32 1; 20 s 21 A s 2: 13 29 IAs 37 I'As 37 Isis i 1.57 72 A, B, C: 15 Ills 17 Gs 17 1% 29 Ili% 33 Ilis 33 1 'is 9 1,47 67 1% 32 1 29 1 % Z' 14 22 P 1ly,6 3 V,. 1.79 8-- centertoendofpipeD, E, F: center to face of fitting IA 1 25 1 L 25 20 15 s 14 21 2 6 is 2-' 1 4 vi I 2 2, 2. Ills I" is 15' s 1 Ili 1'. - 1" As Ili V: i 1. 53 1. 36 11. 27 70 62 1. 56 1. 30 1 V! 1.73 1 1-,-. 1.43 1' 21. I'l 2 4's 14 1 I.-Ii uoo I . I V% 1.27, 56 1 - h 15 VA 32 I:i 29 1$ 29 I'll 29 R- Ois V. 1.64 75 1 25 As 24 As 21 11i 29 IIAG 1i i"s 35 1%4 1.38 38 63 1/, 15 Ih 15 14 2! As 2 VA 29 life 37 I?ls 37- Iii 1.00 V 32 1:0 2- Vv J" 1!5,, 11ij 11.491 EE pf- 65 g, y cast iron threaded, (class 125) coupling hex coupling_.: fig. 366' across flats size A B TPS I DN in I mm in mm 1 1 25 1t5/,6 1 49 1"A6 43 Grinnell C A6 1 14 1 .82 1 .37 1- I - reducers weight (approx) weight (approx) sizeeach each B®[---black Nis ON N S DN In mm N mmI b 4 NPS DN Ni5 DN In min M mm b y concentric reducer 1% 20 % 15 'h 16 1% 1 40 .40 .19 2 50 1 25 2% 65 2.98 1.36 2'h 65fig. 367 1 25 :1 1/' 20 '/i6 11 1 % 38 .63 .29 1 % 40 3/419 2 51 3.10 1.41 15 "As 17 11% 43 .54 .25 1 2% 65 '316 24 2110 71 4.40 2.00 1 25 1% 24 2'h 54 1.07 .49 3 80 2 50 1'/u 27 2'/4 70 3.96 1.801% 32 3% 20 1 25 2% 54 1.07 .49 4' 20 IAGI 24 2'h 63 4.31 1.96k15 %6 14 1% 41 .84 .39 1'/ 3211 25 2'/ 57 1.45 .66 4 t 00 3 80 1'/,6 27 31i 79 7.01 3.19 1% 40 1 25 'h 13 1?4 44 1.50 .69 2% 65 13% 30 33 79 7.78 3.54 N 1 20 'h 13 1'h 41 1.20 .55 2 50 1% 30 2"A5 75 6.50 2.96 15 % 13 1'b 41 1.00 .46 5 125 4 100 1 %,6 27 35/+6 84 10.48 4.77 1'h 40 % 22 234 56 1.98 .90A: end to end of pipe 1''A 32 "A 21 2% 54 1.78 .81 5 125 1% 29 3% 90 15.53 7.06 B: face to face of fitting 2 50 1 25 % 19 2 51 1.83 .84 6 1'0 4 100 1'h 29 3A6 87 13.83 6.29 0 hex end '/. 20 % 19 2 1 51 2.00 .91 '/. 3211.90 .87 8 200 6 150 t3:6 98 29.10 13.23 h1561625weight ( approx.) each size A B 8 black galvanized NPS DN NPS DN in mm in mm lb kg Ib kg eccentric reducer 3/4 20 'h 15 '/6 14 1'h 38 .45 .20 - - fig. 368 1 25 % 20 'b6 11 1 % 38 .61 .28 - - h 15 h 13 VAS 37 .57 .26 • • 1 25 'k 13 1 "A, 43 1.00 .46 • • 132 '/, 20 'h 13 15b 41 .90 .41 - - h 15 '/, 6 14 % 41 1.00 .46 - - 1 %. 32 % 16 1'h 48 1.26 .58 • • 1'h 40 1 25 9/6 14 13'. 44 1.21 .55 - - i 20 '/ 6 14 1% 43 1.17 .54 - - h 1 15 "A6 17 13'. 44 1.11 .51 - - 1 % 40 % 22 2346 56 1.93 .88 • • 1% 32 '/' 6 21 2'h 54 1.87 .85 - - 2 50 1 25 "h6 17 2'F6 52 1.86 .85 - - 20 3:. 19 2 51 1.83 .84 - - 15 Y, 19 1'A6 49 1.80 .82 - - e - 2 50 1 25 2% 65 2.95 1.34 • • A I 2% 65 1 % 40 14 22 2% 60 2.94 1.34 - - 1 /, 32 % 22 2% 60 2.80 1.28 - - 1 25 13h6 21 2'/. 57 1 2.74 1.25 - 2% 65 1i6 24 213S6 71 4.80 2.18 • • 2 50 1'A6 27 2'/4 70 4.61 2.10 - - 3 801 % 40 1-'A.6 24 2%, 65 4.16 1.89 1% 32 ' A6 24 VA 65 3.80 1.73 - - 1 25 % 22 2'b6 62 3.95 1.80 - 3'h 90 3 80 "/6 24 27% 75 6.04 2.75 • • 2 50 1 6 27 23/4 70 5.23 2.38 - - 3 80 1%% 27 33 79 7.64 3.48 • • 2'ie 65 1 A 29 3'.16 78 7.26 3.30 - - A: end to end of pipe 4 100 2 50 1?•0e 30 2'6 6 75 6.91 3.14 - - B: face to face of fitting1 a 40 11i 29 Vie 71 6.61 3.01 - - 1% 32 1 i.s 27 V? 70 6.58 2.99 - - 1 25 1 %5 27 2",'% 68 6.83 3.11 - - 4 100 1%6 27 3% 84 11.19 5.09 • 0 5 125 3 80 1'/,6 27 3% 83 11.44 5.20 - - 21h 65 1 11/629 1 WA 81 1 11.38 5.18 - 5 125 1 % 29 3" 90 18.00 8.19 • • 6 150 4 100 1'1 29 3'i 6 87 15.36 2.44 • • 3 80 1 1'ie 27 35ii6 84 14.66 6.67 - - 1 8 200 6 150 1 1%32 3'i 98 28.04 12.75 • • 5 125 V?i 33 V-4 95 28.14 12.79 - - Dimension "B" does not conform to ASME Standard. 9 Not stocked GRINNELL • GRLIVLOK PIG. 7000 COUPLING Y NIMBI Ian' The Fig. 7000 Coupling is designed for applications requiring moderate internal pressures. The Fig. 7000 Coupling is approxi- mately 30% lighter in weight than the Fig. 7001 Coupling, and allows for working pressure ratings up to 600 psi 41.4 bar). Fig. 7400 Rigidlite Y Z i 0'Ui 1 i i 1Xi The Fig. 7400 Rigidlite Coupling from Gruvlok is specially designed to provide a rigid, locked -in pipe connec- tion to meet the specific demands of rigid design and fire protection sys- tems. Fast and easy swing -over installation of the rugged lightweight housing produces a secure, rigid pipe joint. The Fig. 7400 Rigidlite Coupling is UL/ULC Listed and FM Approved for 175 psi (12.1 bar) fire protection ser- vice in both wet and dry systems with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. The Figure 7400 Rigidlite Coupling is available with the EPDM "C"-style gasket or the Flush Gap gasket. The Fig. 7400 Rigidlite Coupling is intended for use in fire protection sys- tems with a maximum ambient tem- perature of 150OF and installed in accordance with NFPA Standard 13 Sprinkler Systems". ' Figure 7000 / 7000S Coupling Nominal Size Inches Pipe O.D. Inches Max. Wk. Pressure PSI Max. End Load Lbs. Range of Pipe End Separation Inches m Deflections from q Coupling Dimensions Coupling Bolts Approx. Wt. Ea. Lbs. Per Coupling Degrees Pipe in./ft. X Y Z Oty. Size InchesInches 1 1.315 600 815 0.1/e 51-26' 1.14 23/e 41h 2 x21h 1.3 11/4 1.660 600 1,299 0.1/e 4'19' 0.91 J 22/4 43/e 1 2 x21/4 1.4 11h 1.900 600 1,701 01/e 3'-46' 0.79 1 3 45/e 13/4 2 x21/4 1.5 2 2.375 600 2.658 0.1/e 31-l' 0.63 31h 5V2 1VA 2 3/ex21/4 2.1 21h 2.875 600 3,895 0.1/5 2'-29' 0.52 4 55/4 1314 2 3/ex21/4 2.3 OW 2.996 600 4,230 0.1/9 2'-23' 0.50 4 61/e 13A 2 2/ex21A 2.3 3E3 3.500 600 5,773 0.4e 2%T 0.43 450 65/4 15/4 2 1hx3 2.9 3'h 4.000 600 7,540 0.1h 1'48' 0.38 51/e 75/e 1$4 2 1hx3 3.1 4 4.500 600 9,543 0-1/, 3'-11' 0.67 57/e 81/e 2 2 1hx3 4.6 41/4 OD' 4.250 600 8,512 0.1/4 3'-22' 0.70 51h 75/4 2 2 hx3 4.0 5 5.563 500 12,148 0.1/4 2'-35' 0.54 7 9% 2 2 5/ex31h 6.1 5114 OD' 5.236 500 10,766 0-1/4 2'-44' 0.57 61h 9'/e 2 2 5/ex31h 5.7 5'hOD' 5.500 500 11,879 0.114 2'-36' 0.54 63/4 9-/e 2 2 5/ex3'h 6.0 6 6.625 500 17,236 0.1/4 2'-10' 0.45 8 11 2 2 5/e04 8.1 61/4 OD' 6.259 500 15,384 0-114 2%17' 0.48 71/2 103/e 2 2 5/e-31/2 6.7 61/2 OD' 6.500 500 16,592 0-114 2%12' 0.46 TY4 103h 2 2 5/ex31h 7.0 8 8.625 500 29,213 0-114 1'-40' 0.35 103/e 13114 2% 2 5/4x41/2 14.2 Couplings designated as the 7000S in these sizes Figure 7400 Rigidlite Coupling Nominal Size Inches I Pipe • O.D. Inches Max. Wk. Pressure PSI Max. End Load Lbs. Range of Pipe End Separation Inches Coupling Dimensions Coupling Bolts Approx. Wt. Ea. Lbs. X Y Z Oty. Size InchesInches 1 1.315 175 238 0.1/e 211, 4112 1 VA 2 3441/4 1.2 1114 1.660 175 379 0.1/e 2% 43/4 1 V4 2 3/ex21/4 1.3 11/2 1.900 175 406 0-1/e 2% 47/e 144 2 41/4 1.4 2 2,375 175 775 0-1/e 31/4 51/2 1>l4 2 5/ex21/4 1.6 21/2 2.875 175 1,136 0.1/e 31/e 6 13/4 2 N02114 1.9 3 OD I 2.996 175 1.234 0-1/e 4 57/e I 13h 2 3/ex2'/4 1.9 3 3.500 175 1.684 0.1/5 41/2 Pa I 1 J1- 2 S/ex22/4 2.1 4 4.500 175 2.783 ooh 5% 7Y, ! 1 ': I 2 5/exV, 3 1 51/2OD 5.500 175 4,158 Ph 62/4 91h 2 2 1hx3 4.5 5 5.562 175 4252 0-1/4 61/e 9'/, 2 2 1hx3 4.6 61/2OD 6.500 175 5,807 0.1/4 7314 love 2 2 1hx3 5.5 6 6.625 175 6.033 0.114 77e 103;e ! 2 2 1hx3 5.5 GRINNELL • GRUVLOK 1BOWS Fig. 7050 Fig.7051 Fig.7052 CAST) C to E 1 C to E C to E I WELD) th t C to E C toE Nominal Size Inches Fig. 7050 90' Elbow' Fig. 7051450 Elbow* Fig. 7052 221h' Elbow Fig. 7053111h' Elbow Fig. 7050 LR 90' long Radius Elbow' Fig. 7051 LR 45' Long Radius Elbow' Center To End Inches Approx. Weight Each lbs. Center To End Inches Approx Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. 1 21/4 C 0.6 13,4 C 0.6 15/a 0.5 13/e 0.3 31h 0.9 21h 0.7 1114 M C 1.1 13/4 C 0.8 13/4 0.7 13/5 0.5 37b 1.3 21h 1.0 11/2 23/4 C 1.3 13/4 C 0.9 13/4 0.8 13/8 0.7 41/4 1.7 21/2 1.2 2 31/4 C 1.6 2 C 1.5 17/a C 1.5 13/5 0.9 Oe C 2.5 23/4 1.7 21h 41A C 3.9 21h C 3.5 2 1.9 11h 1.5 53V4 4.9 3 2.9 3 4 C 2.9 21/2 C 2.1 21A C 3.2 11/2 2.0 57/e C 6.5 3% . 4.3 3112 41/2 C 5.9 23/4 C 4.6 21/2 4.0 13/4 2.8 71/4 9.7 31/2 5.3 4 5 C 7.2 3 C 6.1 25/e C 5.3 13/4 3.3 71/2 C 11.5 4 7.2 5 5'h C 11.6 31/4 C 8.5 21/a 7.2 2 5.0 91h 20.9 5 12.2 6 61h C 17.6 3V2 C 11.7 31/e C 8.2 2 6.5 11 29.1 51h 17.4 8 73/4 C 31.0 41/4 C 19.8 37/a C 17.8 2 10.0 15 59.2 71/4 34.0 10 9 C 53.0 43F4 C 34.1 43/e 30.0 1 21/e 14.5 18 104 81/2 57.4 12 10 C 78.2 51/4 C 46.3 47/a 40.4 21A 18.7 21 147 10 82.6 14 11 90.0 6 55.0 5 46.0 Th 32.1 24 184 83/4 79.6 16 12 113.0 71/4 77.0 5 52.2 4 42.0 27 1 239 10 104.8 18 151/2 164.0 8 96.0 51/2 65.0 41/2 53.2 30 291 111/4 132.5 20 171/4 203.0 9 120.0 6 80.0 5 1 65.7 33 361 121/2 164.0 24 20 284.0 11 176.0 7 112.0 6 I 96 0 39 547 15 237.0 C - Cast malleable or ductile iron. all olners are segment -welded steel. t V-24' Standard Radius 90' 8 459 Eltor,s and all Long Radius Elbows are available in forged steel fabrications. Center to end dimensions and weights may differ from that shown in the char. Contact Grinnell for details. 1 n U 22 GRINNELL • GRLIVLOK TEES Fig. 7060 Tee Fig. 7063 Tee with Threaded Branch Nominal Size Inches Center to End Inches Approx. Weight Each Lbs. Center to Grooved End Inches Center to Threaded End Inches Approx. Wt. Each Lbs. 1 21/4 C 1.0 21/4 21/4 0.9 11/4 23/4 C 1.2 23/4 244 1.4 11/2 2314 C 2.0 23/4 2-/4 1.7 2 31/4 C 2.9 3'/4 41/4 2.9 2'h 41/4 C 5.6 33/4 33/4 4.7 3 4 C 5.7 4'/4 6 8.1 31h 4'h C 9.8 41h 41h 8.8 4 5 C 12.3 5 71/4 13.5 5 5112 C 17.7 51h 51h 16.7 6 61/2 C 26.8 61h 61h 25.6 8 73/4 C 39.2 VY4 7-/4 45.0 10 9 C 74.2 9 9 73.0 12 10 C 94.1 10 10 98.0 14 11 118 16 12 146 18 151h 218 I 20 171A 275 24 20 379 Cast Malleable or Ductile Iron, all others are Segment -Welded Steel REDUCING TEES Nominal Size Inches R ducing Tee Nominal Size Inches R ducing Tee Fig. 7051 IStd. Fig. 7054 w Thd. Br. Approx. Wt. Each Lbs. Fig. 7061 Std. Fig. 7054 w/Thd. Br. Approx. Wt. Each Lbs. Center To End Inches Center To End Inches Center To End Inches Center To End Inches 2x2x1 313 C I 3N C 2.6 10x10x6 9 C 9 55.0 2x2x11/2 314 C I 31/, C 2.7 tOx10x8 9 C 9 64.7 2'hx2'hx2 314 I 33:: 4.4 12xl2x3 10 10 84.9 3x3x1 41•4 C 41/4 C 7.0 12xl2x4 10 10 85.8 3x3x116 4", I 41/4 5.3 12xl2x5 10 10 87.0 3x3x2 4', C 41/4 5.5 12xl2x6 10 10 88.3 3x3x2'h 41., I 41/, 5.8 12xl2x8 10 10 91.2 4x4xl 314 3;4 7.0 12xl2x10 10 10 94.8 4x4x2 5 C 5 10.2 14xl4x8 11 11 109.6 4x4x2'h 5 C 5 11.2 14xl4x10 11 11 113.5 4x4x3 5 C 5 11.4 14xl4xl2 11 11 116.5 5x5x2 5'•z 5'h 14.5 16xt6x8 12 12 135 5x5x3 5'.,i 51/2 16.1 16xl6x10 12 12 139 5x5x4 5':z c 5'h C 17.9 16xl6xl2 12 12 142 6x6x2 biz C 6'/z 26.4 18x18x10 151h 15'h 204 6x6x2'h 6s2 C I 6'/z 26.5 18xl8xl2 15'h 15'/2 209 6x6x3 61/z C 61/2 26.5 180804 151h 211 6x6x4 615 C 6'h 26.5 18xl8xl6 15'/2 216 6x6x5 6'/z C 614 C 28.0 20x20xl4 171/4 258 8x8x2 734 73/4 37.5 20x20xl6 17'/4 263 8x8x3 73:. 71/, 38.7 20x20xl8 173/4 278 8x8x4 73/, C 73G 50.0 24x24x8 20 20 334 8x8x5 7:, 73/4 41.0 24x24x10 20 20 342 8x8x6 7 : C 73/4 54.0 24x24xl2 20 20 349 tOx10x2 9 i 9 61.8 24x24xl4 20 351 10x10x3 9 9 63.0 24x24xl6 20 357 tOx10x4 9 9 64.0 24x24xl8 20 362 tOx10x5 9 9 65.1 24x24x20 20 367 0 C - Cast Malleable or Ductile Iron, all others are Segment -Welded Steel. RISER CHECK VALVES 2" (50 mm) thru 8" (200 mm) MODEL F517 GROOVED END — READY --RISER'"— 250 PSI (17,2 bar) The 2 thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are designed for installation in the risers of wet pipe (automatic sprinkler) fire protection systems and for use in conjunction with vane -type waterflow alarm detectors. The combi- nation of the F517, trim, vane -type waterflow detector, and grooved end butterfly valve illustrated in Figure A provides an economical means for ac- tuating electrical alarms in installations not requiring a mechanical alarm. The F517 Riser Check Valve performs as a single check valve for the water supply connection to a wet pipe sprink- ler system. It also serves to reduce the possibility of false alarms by trapping a portion of transient surges in supply pressure within the system; thus, re- ducing the possibility of subsequent surges actuating the waterflow detec- tor and its associated alarms. The F517 may be installed in either a vertically upward or horizontal flow di- rection. It has cut groove inlet and out- let connections which are suitable for use with grooved end pipe couplings that are listed or approved for fire pro- tection system service. The Riser Check Valve Trim includes approved water supply and system pressure gauges, as well as a main drain valve appropriately sized to meet the requirements of the National Fire Protection Association for wet pipe au- tomatic sprinkler systems. Refer to Technical Data Sheet TD200B for information on vane -type waterflow detectors. The 2 thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are listed by Underwriters Lab- oratories Inc. and Underwriters' Labo- ratories of Canada. They are approved by Factory Mutual Research Corpora- tion as single check valves and as anti-waterhammer check valves. They MODEL F51T RISER CHECK VALVE , MAIN DRAIN VALVE AUTOMATIC SPRINKLERS VANE -TYPE WATERFLOW DETECTOR SYSTEM PRESSURE GAUGE SUPPLY PRESSURE GAUGE MAIN CONTROL VALVE 6>, J11 I WATER SUPPLY FIGURE A TYPICAL RISER CHECK VALVE INSTALLATION Printed in U.S.A. 6-97 TD104B 21NCH VALVES 1 - 300 lb. Water Pres- sure Gauge (2 req'd) 2.1/4' Gauge Test Valve 2 req'd) 3 -1/4' Plug (2 req'd) 4 - 1 ' Angle Valve 5. 1/4' x 1-1/2' Nipple 6 -1/4' x 4' Nipple 7.1' x close Nipple RISER CHECK VALVE TRIM 2-1/2 3 31NCH VALVES 1 - 300 lb. Water Pres- sure Gauge (2 req'd) 2. 1/4' Gauge Test Valve 2 req'd) 3 -1/4' Plug (2 req'd) 4 - 1-1/4' Angle Valve 5 -1/4' x 1-1/2' Nipple 6 -1/4' x 4' Nipple 7 - 1-1/4' x close Nipple D E 7 4, 6 6 81NCH VALVES 1 -300 lb. Water Pres. sure Gauge (2 req'd) 2 - 1/4' Gauge Test Valve 2 req'd) 3 - 1/4' Plug (2 req'd) 4 - 2' Angle Valve 5 -1/4' x 1-1/2' Nipple 6 -1/4' x 4' Nipple 7 - 2' x close Nipple VALVE PIPE SIZE NOMINAL DIMENSIONS IN INCHES AND (MILLIMETRES) WEIGHT LBS. KG) INCHES MILLIMETRES A B C D E NPTANSIDNPIPE O.D. 2 50 60,3 6-3/4 2-3/16 5-3/4 8-7/8 3-3/16 1 7.5 171,5) 56) 146) 225) 81) 3,4) 2-1/2 65 73.0 7-1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5 184,2) 57) 178) 246) 86) 4,8) 65 76,1 7-1/4 2-1/4 7 9-11/16 3-318 1-1/4 10.5 184,2) 57) 178) 246) 86) 4,8) 3 80 88,9 7-3/4 2-1/2 7-1/4 9.7/8 3-11/16 1-1/4 11.5 196,9) 64) 184) 1 (251) 94) 5,2) 4 100 114,3 8-1/4 3 7-7/8 13 4-1/4 2 13.5 209,6) 76) 200) 330) 108) 6,1) 150 165,1 12-3/4 4-1/4 8-5/16 14-1/8 6-314 2 33.5 323,9) 108) 227) 359) 172) 15,2) 6 150 168,3 12-3/4 4-1/4 8-5/16 14-1/8 6.3/4 2 33.5 323,9) 108) 227) 359) 172) 15,2) 8 200 219,1 14.5/8 5-1/4 9-15/16 15-114 8 2 59.0 371,5) 133) 253) 387) 203) 26,8) FIGURE B RISER CHECK VALVE TRIM AND NOMINAL INSTALLATION DIMENSIONS are also approved by the Scientific Services Laboratories (Australia) and accepted by the City of New York under MEA 38-92-M. WARNING The Model F517 Grooved End Riser Check Values described herein must be installed and maintained in com- pliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the integ- rity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con. dition. The installing contractor' or manufacturer should be contacted rel- ative to any questions. 2- MMMMM..I I....r....1Mw.'......2MM.1. /.....=...I /.....I tt.'.11111.I/tt1 I.tt....tt 11' Wtltl t 1MMI/I/11111111N/,S mmmm"/ttommmoI/, ION 1111111111' /OIO/ I 1 1 1 I,11I11 E I /,1111111111r,1 1 FI I 1 I/IFIII 11 I.11111111111/1 I/11 I/1P/111 JWA r....,.... i... . ,... 1..... 1w==.......I.==..........1 1. . I. 1111 1 Itl.tt IMM.I ttt1S11B1 M 1t1 t'1' 1111111Mmtlt1.. FMt/t1.'/ttmmn111 M- M tltl I/1t/ I111111111mtlt1 Immt1 IM ttE Su111 OONE II II 1111111111 ONES , '/111111 NOON I/1/I/1111111111 I E 11 IMEMO11 111 1111111 pi/ 11pi1//1111111111111 JF/111111 /111 /111111111 I.... II. zZZ................. II.....c .... ............ anAS............. 11/....t.. . /...........I MMM.I/ MMMMMVA t...os11111'A.1 0MOM= I..t.s 11 won IF t1 Ott 1111 O/NIOI. 11111111.11 1 OI/ /N 11111 II/111111r. 111 l IANON /N 11111 ll•'I 1I111'.11111 1 I IIII A 1I111 1ri 111r, 111111MEN 11 I/',11111 PPi 1111:11111111 11'/I./I 1111111 I;/1 1111" 1111111111 11111/lo 1A11 i11111 M....... =.......==M..........', 8 111 1. t' /M 1 III...:MMM.ttt:1111 1111111 1.r /. 1 1.tt.1.t 1111 1/1111111 IIt1NIOMII 1MMt1 tttE1111 11111111t1 rInonMO I, ttts==tl ttts1 ll SCH.10 I., W WOMEN, Noon..:../.....o. /........'........... monsoons.... N'M....z../.. ran II...E mm.1.......'........:........', man =. A... I. ,MMM KNEE I/.1rrrINIMM KE NEI/I.I I. ms- 111111 AMMO E ,11111111 N E,Ec=M I,NEE 111111/ s1111111 I/tt II Mt/,t t OI. II 1'tt 111111 I/tl I 1111111111 I /1MNE /11111111111 I 1NEI.1 1111111111// / i 1 /11111111111 I.no1 w'I 1 1111111111/11 .iII '1111111111111 /11 I,II Illlllllll i I!/ .II ,I11111111111 /1 'I tl rrr.r'I.K I/E'..NEE EEE 11111r l.MlllMMMMNIIIII I EI NEE 11111 I K NEE WIA EE Z /NEE tl 1111 /MM EE 111'.11'.W=:='/M M t 11111 o t ttt11./111.gins t I.tt'I ttllll /O 1 tr'.011111EI4 NOW :1MMI.M 11 111 - om 1 I111111!/1/1'/l11111 '1 11MIII1:11 sgor./1 I.BEEN 11111II1Jim m 1 111111: 111 glop %:III 11111111'.111 II lip' i11111 I!d KIP'/I111111',1111 11 111...Anon 1.1..'.==.EI nor .1rr111. /mE/EIEI.. 111111E1 1 E I.E EEE ri.111111 e' EEEE.E t 111111 i tt r t tIi IIIIIIi•t:EMmm t1111111'. t t•IA NMMM SNOOP .t11111111I/NIMMO t MME 1.1Kill 11111'/ONE MOM 1 4 - 8 INCH VALVES SPRING, FLOW I' CLAPPER IIN CONTACT WITH CLAPPER) HINGE PIN 2.3 INCH VALVES BUSHII HINGE PIN HINGE PIN PLI BODY Cal n v FIGURE D MODEL F517 GROOVED END RISER CHECK VALVES Valve Assemblies: The 2 inch thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are rated for use at a maximum service pressure of 250 psi (17,2 bar). They may be installed either vertically or horizontally. In the vertical direction, the flow direction must be upwards, as shown in Figure A; and, in the horizon- tal direction, the Hinge Pin is to be located on the top as illustrated in Fig- ure E. The grooved inlet and outlet connec- tions are cut in accordance with Gruvlok standard groove specifica- tions for steel pipe, and they are suit- able for use with grooved end pipe couplings that are listed or approved for fire protection system service. It is recommended, however, that a rigid type coupling be used at the inlet to 4 thru 8 inch (50 thru 200 mm) Riser Check Valves, when the risers are greater than 7 feet (2,1 m) in length, in order to prevent the possibility of ex- cessive movement within the piping system due to a seismic disturbance. i CLAPPI5FACING SPACER FACINGRETAINER SELF-LOCKING ASSEMBLY CAP SCREW Q 6 and 8 INCH VALVES 2.4 INCH VALVES Pipe thread connections for the Riser Check Valve Trim are threaded per ANSI Standard B1.20.1. The nominal pressure loss versus flow rate, as well as approximate friction loss expressed in equivalent length of pipe for each size valve, are given in Figures C-1 and C-2. The Valve components are illustrated in Figure D. The Body is Ductile Iron per ASTM A536 Grade 65-45-12 (UNS F33100), and the year of manufacture is cast on the Body. The Seat Ring, which is press -fit within the Body, is Stainless Steel per ASTM A213 or A312 (Grade TP 304). The Hinge Pin is made from S30200 or S30400 stain- less steel and the Spring is formed from stainless steel wire per ASTM A313 (S30200). The Hinge Pin is sup- ported by a pair of sintered bronze Bushings per ASTM B438 (Grade 1, Type 11) which are press -fit into the valve Body on either side of the Clap- per Assembly. The Bushings ensure low rotational friction and ease of Hinge Pin removal. The Clapper Assemblies for the 2 thru U.- nu. TOP VIEW HINGE PIN PLUG SIDE VIEW FIGURE E MODEL F517 RISER CHECK VALVE HORIZONTAL INSTALLATION 5- t DuPont Registered Trademark 4 inch (50 thru 100 mm) size valves consist of a Clapper which is fabri- cated from S30200 or S30400 stain- less steel, an EPDM rubber Clapper Facing, a S30200 or S30400 stainless steel Facing Retainer, and a Type 18-8 stainless steel Locknut. The Clapper Assembly for the 6 and 8 inch (150 and 200 mm) size valve con- sisis of a Ductile Iron Clapper per ASTM A536 Grade 65-45-12 (UNS F33100). A pair of Bushings identical to the ones in the Valve Body are press -fit into the.Clapper arms. The Clapper Facing is EPDM rubber, the Spacer is Type 18-8 stainless steel, the Facing Retainer is S30200 or S30400 stainless steel, and the Self- locking Cap Screw is Type 18-8 or 316 stainless steel. Riser Check Valve Trim: The Riser Check Valve Trim and nom- inal installation dimensions are shown in Figure B. The nipples utilized in the trim are Schedule 40 black steel per ASTM A53 or A135 and they are threaded per ANSI Standard B1.20.1. The 3-1/2 inch dial size Water Pres- sure Gauges are listed and approved for fire protection system service. Vane -type Waterflow Detector: Refer to Technical Data Sheet TD200B for additional information on the sepa- rately ordered Waterflow Detectors. System Design Considerations: In accordance with the requirements of NFPA 13, an Inspector's Test Connec- tion must be provided. It is also recom- mended that a vent connection be pro- vided to bleed off trapped air from the system. The Inspector's Test Connec- tion may serve as the vent connection; however, in order to be used as a vent connection, it should be piped from the top of a cross main or the end of a branch line and be located at the high- est level of a multi -level installation. Additional vents should be provided, as necessary, to bleed off air from all trapped sections of the sprinkler sys- tem piping. Vent connections are used to bleed -off air from the system when it is initially filled with water. Bleeding off trapped air pockets minimizes the possibility of a false alarm due to a transient surge in supply pressure. Also, bleeding off air pockets can eliminate the contrac- tion/expansion associated with an ex- cessive volume of trapped air and, therefore, help to prevent the Waterflow Detector from cycling on -off during an inspector's test or during a discharge by a single sprinkler. The Model F517 Grooved End Riser Check Valves are 'to be installed in accordance with the following instruc- tions: 1. The arrow cast on the Body must point in the direction of flow. 2. When installed vertically, the flow di- rection arrow must point upwards. 3. When installed horizontally, the Hinge Pin must be located on the top of the Body as shown in Figure E. 4. Grooved end pipe couplings used with the F517 Riser Check Valves must be listed or approved for fire protection service and installed in accordance with the manufacturer's instructions. NOTE It is recommended that a rigid type coupling be used at the inlet to 4 thru 8 inch (100 thru 200 mm) Riser Check Values, when the ris- ers are greater than 7 feet (2,1 m) in length, in order to preuent the possibility of excessive movement within the piping system due to a seismic disturbance. 5. Install the Riser Check Valve Trim in accordance with Figure B. Apply pipe thread sealant sparingly to male pipe threads only. Use of a Teflont based pipe joint sealant Is recommended. 6. Complete the drain connection from the Main Drain Valve as necessary. Place the fire protection system in ser- vice in accordance with the following procedure: 1.Open the 1/4 inch Gauge Test Valves for the Supply and System Pressure Gauges. 2. Open the Inspector's Test Connec- tion and any other vent connections Ref. System Design Considera- tions). 3. Slowly open the Main Control Valve until the sound of flowing water just begins, and then open the Valve one more turn to allow the system to fill slowly, so that the Waterflow Detec- tor will not be damaged and to allow the air in the system piping to be vented. 4. Close the Inspector's Test Connec- tion and any other vent connections after the discharge of aerated water has ceased for at least 15 seconds. 5. Fully open the Main Control Valve. 6. After the Supply and System Pres- sure Gauge readings stabilize, open the Inspector's Test Connection and verity that the alarms operate in ac- cordance with the requirements of the authority having jurisdiction. 7. Close the Inspector's Test Connec- tion. The system is now set for service. NOTE After placing a fire protection system in service, notify the proper authori- ties and advise those responsible for monitoring proprietary and/or cen- tral station alarms. The Model F517 Grooved End Riser Check Valves do not require any regu- larly scheduled maintenance. It is rec- ommended, however, that proper op- eration of the alarms be periodically verified in accordance with a proce- dure which is acceptable to the author- ity having jurisdiction, and that the Valves be inspected annually in accor- dance with the following inspection procedure. Any impairment must be immediately corrected. It is also recommended that fire protec- tion systems be inspected by a quali- fied Inspection Service. NOTE Before closing a fire protection system main control value for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this decision must be notified. Inspection Procedure: Before verifying proper operation of the system alarms, oberve the System and Supply Pressure Gauges. If the System Gauge indicates a higher pressure reading than the Supply Gauge, as may be the case for a vari- able pressure water suppy, a further inspection is not required. Otherwise, proceed as follows to inspect the riser check valve installation. Close the Main Control Valve and make note of the System Pressure Gauge reading. 2. Close the Supply Pressure Gauge 6- Tedt Valve and then remove the 1/4 inch plug. 3. Open the Supply Pressure Gauge Test Valve to relieve the supply pres- sure. If necessary, be prepared to collect the small amount of water that will discharge from the Gauge Test Valve. Determine whether any one of the following conditions are present and correct any impairments: If water continues to discharge from the open Gauge Test Valve, verify that the Main Control Valve is completely closed. If water still continues to discharge and the System Pressure Gauge re- mains unchanged then there is leakage past the Main Control Valve, and the Main Control Valve must be either repaired or replaced. If water continues to discharge from the open Gauge Test Valve and the System Pressure Gauge indicates loss of pressure, then the Riser Check Valve is not holding back pressure. Close the Gauge Test Valve, open the Main Control Valve, and then open the Main Drain Valve. This procedure may flush out any debris that is lodged between the Clapper Facing and the Seat Ring. After flushing, close the Main Drain Valve and repeat the Inspection Procedure. If there is an indica- tion that the Check Valve is still not holding back pressure then it should be serviced in accor- dance with the Service Pro- cedure. If there are no indications of leak- age past either the Main Control Valve or the Riser Check Valve then the valves are considered to be functionally accceptable. Re- place the 1/4 inch plug in the drain port of the Gauge Test Valve and refer to the Operating Procedure section for returning the system to service. Service Procedure: 1. Close the Main Control Valve. 2.Open the Main Drain Valve. Verify that the drainage water is being properly disposed of and that it will not cause damage or result in dangerous conditions. 3. Wait until the sound of draining water has stopped and/or the inlet and out- let pressure gauges read zero pres- sure, before performing any mainte- nance work on the fire protection system. 4. Remove the F517. Valve from the pipeline, and thoroughly clean all in- terior parts of the Valve. 5. Raise the Clapper and remove any debris that may have become lodged on top of the Seat Ring. In- spect the Seat Ring for any damage. If the Seat Ring has become dented across the seat then the valve will have to be replaced. It is impractical to re -face a Seat Ring in the field. 6. Inspect the internal parts of the Valve for any sign of damage, and replace all worn or damaged parts. The Clapper Facing should also be care- fully inspected and replaced if there is any sign of deterioration due to age or chemicals in the water. The Clapper Facing may be turned over and reused if there is only minor imperfections in the Facing due to any debris that may have become lodged between it and the Seat Ring. Remove the Facing, thoroughly clean both surfaces with a clean cloth and then reassemble with the Facing reversed. NOTE If the Clapper Facing is turned over or replaced, be sure to se- curely re -tighten the fastener for the Facing Retainer (Locknut for 2 thru 4 inch (50 thru 100 mm) Values, Self-locking Cap Screw for 6 and 8 inch (150 and 200 mm) Values. If the Clapper Assembly or Spring requires replacement, proceed as follows. a. Remove the Hinge Pin Plugs. b. Refer to Figure D and then note the Spring position within the Valve Body. c. Place the Valve with its outlet close to and towards a wall or place a covering over the Valve outlet, and then remove the Hinge Pin. NOTE The Valve outlet must be cov- ered in order to prevent the possibility of injury, when the Spring is released. d. Remove the Spring and the Clapper Assembly from within the Valve Body. e. Refer to Figure D to determine the appropriate Spring position- ing. Replace the Spring and Clapper Assembly within the Valve Body and then while hold- ing the coils of the Spring down, re-insert the Hinge Pin. NOTES Care must be taken to avoid releasing a compressed Spring before the Hinge :Pin is re- placed, in order to prevent the possibility of Wury. In order to be properly posi- tioned within the Valve, the Spring must be wound ap- proximately one -quarter turn. When the Spring is properly installed, one end of the Spring will be in direct contact with the Clapper and one end will be in contact -with the Body, as shown in Figure D. If the end of the Spring does not contact the Clapper or if the Spring unwinds as the Clap- perAssembly is opened, then it has been installed backwards and it must be reassembled in the proper orientation. Incor- rect reassembly of the Spring can prevent the Clapper As- sembly from opening and clos- ing properly. f. Replace the Hinge Pin Plugs after applying a non -hardening type of pipe thread sealant spar- ingly to the male threads only. Use of a Teflont based pipe thread sealant is recommended. 7. Install the reassembled Valve in the pipeline in accordance with the In- stallation section. 8. Return the fire protection system to service in accordance with the Oper- ating Procedure and then perform the Inspection Procedure. 7- 1RRf Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For farther details on Warranty, se Price List. Orders for valves, trim, and replace- ment parts must include the descrip- tion and Product Symbol Number PSN). Valves: Specify: (specify [as applicable] ANSI nominal pipe size in inches or pipe O.D. in millimetres) Model F517 Grooved End Riser Check Valve, PSN specify from Table A). PSN 52-517-1-XXX No VALVE PIPE SIZE INCHES MILLIMETRES ANSI DN PIPE O.D. 020 2 50 60.3 025 2-1/2 65 73,0 076 65 76,1 030 3 80 88,9 040 4 100 114,3 165 150 165,1 060 6 150 168,3 080 8 200 219.1 TABLE A PRODUCT SYMBOL NUMBER SELECTION FOR VALVE ASSEMBLIES Trim: Specify: Riser Check Valve Trim for specify inch or DN) size Model F517 Grooved End Check Valve, PSN specify). 2' DN50) ...............PSN 52.517.1-001 2.1/2' 3 3' DN65 3 DN80) ........PSN 52.517.1-002 4', 6', 8' 01,1100, DN 150 3 DN200) ..............PSN 52.517-1-003 Replacement Trim Parts: Specify: (specify description) for use with Riser Check Valve Trim, PSN specify). 114 - Gauge Test Valve ................. PSN 46.005-1.002 300 lb. Water Pres- sure Gauge ............ PSN 92.343-1.005 1-1/4' Angle Valve ......... PSN 46-048.1.007 2' Angle Valve ............ PSN 46-048-1-009 Replacement Valve Parts: Specify: (specify description) for use with (specify size [inch or DN millimetre]) Series 7800FP Grooved End Check Valves, PSN (specify). 2-(DN50) VALVES Clapper .................. PSN 92.516-1.201 Clapper Facing ............ PSN 92.516-1-202 Facing Retainer ........... PSN 92.516-1.203 Locknut .................. PSN 92.514-1.420 Hinge Pin ................ PSN 92.516.1-205 Spring ................... PSN 92-516-1-206 Clapper Assembly ......... PSN 92.516.1-207 2-1/2' (65 mm) VALVES Clapper .................. PSN 92-516.1-101 Clapper Facing ............ PSN 92.516-1-102 Facing Retainer ........... PSN 92.516.1-103 Locknut .................. PSN 92-514.1.420 Hinge Pin ................ PSN 92-516-1-205 Spring ................... PSN 92.516-1-306 Clapper Assembly ......... PSN 92-516-1-107 3' (DN80) VALVES Clapper .................. PSN 92.516-1.301 Clapper Facing ............ PSN 92.516-1.302 Facing Retainer ........... PSN 92.200-1.205 Locknut .................. PSN 92-514.1-420 Hinge Pin ................ PSN 92.516-1-205 Spring ................... PSN 92-516-1.306 Clapper Assembly ......... PSN 92.516-1-307 4- (DN100) VALVES Clapper .................. PSN 92.516-1.401 Clapper Facing ............ PSN 92.514.1-403 Facing Retainer ........... PSN 92-514.1-405 Locknut .................. PSN 92.514.1.420 Hinge Pin ................ PSN 92-514.1-414 Spring ................... PSN 92.516-1.406 Clapper Assembly ......... PSN 92-516.1-407 6- (DN750) VALVES Clapper wBushings ........ PSN 92-516-1-610 Clapper Facing ............ PSN 92-516-1-602 Facing Retainer ........... PSN 92.516-1.603 Spacer .................. PSN 92-516.1-608 Self-locking Cap Screw ............ PSN 62-636.1-105 Hinge Pin ................ PSN 92.516-1.605 Spring ................... PSN 92-516.1-606 Clapper Assembly ......... PSN 92.516-1.607 8' (DN200) VALVES Clapper wBushings ........ PSN 92-516-1.810 Clapper Facing ............ PSN 92-516-1.802 Facing Retainer ........... PSN 92-516.1-803 Spacer .................. PSN 92.516-1.608 Self -Locking Cap Screw ............ PSN 62.636.1-105 Hinge Pin ................ PSN 92.516.1.805 Spring ................... PSN 92.516.1.806 Clapper Assembly ......... PSN 92-516.1.807 Reg, trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 038M A tgCO INTERNATIONAL LTQ. COMPANY MONITOR SWITCHES, O.S.&Y. GATE VALVE MODEL OSYSU-1 & OSYSU-2 The Model OSYSU-1 and OSYSU-2 Monitor Switches (Ref. Figures A, B, and C) are designed for mounting to virtually all outside screw and yoke O.S.&Y.) gate valves ranging in size from 2 to 12 inches (50 mm to 300 mm), and they will mount on some O.S. & Y. valves as small as 1/2" (15 mm). The Monitor Switches are in- tended to be used for the supervision of the open position of O.S.&Y. gate valves which control water supplies to automatic sprinkler, water spray del- uge, foam -water deluge, or standpipe fire protection systems. Supervision of the open position of a main control valve is recommended to indicate a condition, i.e., closing of the valve, that could prevent the required operation of a fire protection system. The Model OSYSU-1 has one single pole double throw (Form C contacts) snap -action switch and the Model OSYSU-2 has dual SPDT snap -action switches. The switching -components are enclosed in a submersible, wath- erproof, and oil resistant NEMA Type 4 and 6P enclosure. The Monitor Switches are used in con- junction with proprietary and central station alarm systems to provide a su- pervisory signal indicating unautho- rized closing of the O.S.&Y. gate valve, as well as removal of the Monitor Switch from the gate valve. Tamper resistant screws are used to secure the cover, and a special key wrench is required for their removal. The Model OSYSU-1 and OSYSU-2 Monitor Switches are listed by Under- writers Laboratories Inc. and approved by Factory Mutual Research Corpora- tion. They are accepted by the City of New York under MEA 299-92-E, and they are listed by the California State Mar- shal under Listing No. 7770-328.010. The listings and approvals are under the name of Potter Electric Signal Company. KNOCKOUTS SPDT FOR ELECTRICAL SWITCH(ES)' CONNECTIONS GROUND SCREW TRIP ROD LOCKING SCREW O SWITCH ASSEMBLY BRACKET TRIP ROD ROLLER 5.1 149A 22,4 mm) 73,2 mm) rti ROD EXTENDED TERMINAL MARKINGS APPLY TO COMPLETED INSTALLATION 57,2 50,8 i 4 FIGURE A MODELS OSYSU-1 (SPDT) AND OSYSU-2 (DUAL SPDT) MONITOR SWITCHES 1.56 _ 1,6 mm) WARNING must be installed and maintained in The Model 0SYSU-1 and OSYSU-2 compliance with this document, as Monitor Switches described herein well as with the applicable standards Printed in U.S.A. 1-94 TD205 CLAMP BAR CARRIAGE B SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET FIGURE B SMALL VALVE INSTALLATION — 1/2" thru 2-1/2" (15 mm thru 65 mm) SIZES BRACKET CLAMP BAR CARRIAGE BOLTS 2 REO'D) SLOTTED MOUNTING HOLES ROLLER MAY BE USED FOR FINE ADJUSTMENT OF SWITCH GROOVE ON BRACKET //14;: 3 of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or man ufacturer should be contacted rel- ative to any questions. The Model 0SYSU-1 and OSYSU-Z Monitor Switches must not be used FIGURE C LARGE VALVE INSTALLATION — 3" thru 12" (80 mm thru 300 mm) SIZES where potentially explosive atmo- spheres are present. The Model 0SYSU-1 and OSYSU-2 Monitor Switches are designed for mounting to virtually all outside screw and yoke (O.S.&Y.) gate valves rang- ing in size from 2 to 12 inches (50 mm to 300 mm), and they will mount on some O.S. & Y. valves as small as 1/2 inch (15 mm). The switching compo- YOKE VALVE STEM TRIP ROD GLAND nents are enclosed in a submersible, weatherproof, and oil resistant NEMA Type 4 and 6P enclosure. The electrical switch contacts are rated as follows: 125/250 VAC ......... 15.00 amps 0 - 30 VDC ..... . .... 2.50 amps 125 VDC ........... 0.50 amps 250 VDC ........... 0.25 amps Field wiring is through a 1/2 inch con- duit knockout opening to No. 6 screw terminals on the SPDT switching com- ponents and to a No. 8 ground screw which is located on the base. The OSYSU Switches are operated by movement of the trip rod. The trip rod is spring loaded and double acting; consequently, lateral movement of the trip rod, in either direction from its nor- mally installed position (Ref. Figures B and C), will result in operation of the switching components. When closing the valve, the trip rod moves laterally out of the valve stem groove and will operate the switching components within two turns of the handwheel from the full open position. If the Monitor Switch is removed from the valve, the trip rod moves laterally inward (to- wards the valve stem) which also op- erates the switching components. The housing for the OSYSU Switches consists of a die cast base with E-coat finish and a cast aluminum cover with red powder coat finish. The trip rod and trip rod roller are stainless steel and the mounting hardware is zinc plated steel. The enclosure meets the re- quirements of NEMA Type 4 and 6P. Tamper resistant screws, which re- quire a special key wrench for re- moval, are used to secure the cover to the base. When mounting the Monitor Switch to the valve prior to the valve installation, it is recommended that 2 inch (50 mm) and smaller size valves be mounted in a vise or similar stand, in order to ease installation. Refer to Figures B and C, and proceed as follows: For installation of the Monitor Switch on valve sizes 2-1/2 inch (65 mm) and smaller, remove and discard the C" washer and roller from the trip rod. 2. With the valve in the FULL OPEN position, locate the Monitor Switch across the valve yoke as close as possible to the valve handwheel, so that the trip rod lays against the non - threaded portion of the valve stem. As shown in Figures B and C, the Monitor Switch should be oriented with the bracket towards the valve handwheel. 3. Remove the cover and loosen the locking screw that holds the trip rod in place and adjust the rod length Ref. Figure A). When adjusted properly for 2- 1/2 inch (65 mm) size valves and smaller, the rod should ex- tend past the valve stem center- line, but not so far that it will contact the clamp bar. When. adjusted properly for 3 inch (80 mm) and larger size valves, the rod should extend so that the roller is centered alongside the valve stem Securely tighten the locking screw to hold the trip rod in place. 4. To locate the position where the trip rod will engage the valve stem, loosely mount the Monitor Switch with the carriage bolts and clamp bar. If there is sufficient clearance, as will be the case with larger size valves, the carriage bolts should be located on the inside of the valve yoke. On valves with limited clearance, use J-hooks instead of the clamp bar and carriage bolts. 5. Mark the valve stem at the center of the trip rod. 6. Remove the Monitor Switch, and use a file to prepare a valve stem groove for engagement of the.trip rod. A 3/16" (4,8 mm) diameter file is to be used for valve sizes 2-1/2 inch (65mm) and smaller. - A 3/8" (9,5) diameter file is to be used for valve sizes 3 inch (80 mm) and larger. With the file centered on the mark and held in the same relative posi- tion as the trip rod, (i.e, perpendicu- lar to the plane of the valve yoke), file a 1/8" (3,2 mm) deep groove. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the Monitor Switch with the trip rod centered in the groove and with the trip rod perpendicular to the switch base. 8. Connect an electric continuity meter to the Common and Normally Open switch terminals. 9. Final adjustment is then made by loosening the two screws, within the slotted holes, that secure the switch assembly to the bracket. Slowly move the switch assembly back and forth until the continuity meter indi- cates an open circuit, and then se- curely tighten the adjustment screws and all mounting hardware. 10. Check to ensure that the trip rod moves out of the groove easily and that the switches activate within two I / - INCOMING OUTGOING FIGURE D FIELD CONNECTION OF TWO WIRES TO TERMINAL SCREW turns when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE Close the valve fully to determine that the stem threads do not acti- vate the switch. The switch being activated by the stem threads could result in a false" valve open indication. If necessary, reposi- tion the Monitor Switch. If reposi- tioning the Monitor Switch does not correct the "false" valve open indication caused by the threaded portion of the valve stem, refer to Step 6 and verify that the groove dimensions are correct. 11. Conduit and electrical connections to the Monitor Switch are to be made in accordance with the re- quirements of the authority having jurisdiction and/or the National Elec- trical Code. Use of a weathertight or submersible, as applicable, conduit connector with a gasket seal is nec- essary in installations where a NEMA 4 or 6P rating is required. As indicated in Figure D, an uninsu- lated section of a single conductor is not permitted to be looped around a terminal screw and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby pro- viding supervision of the connection in the event that a wire becomes dislodged. The Model OSYSU-1 and OSYSU-2 Monitor Switches do not require any regularly scheduled maintenance. It is recommended, however, that the Mon- itor Switches be operated at least quarterly to verify proper operation of the associated alarms by closing the supervised valve two turns to actuate alarms and then by reopening the valve to reset the alarms. Any impair- ment must be immediately corrected. It is recommended that automatic sprinkler and water spray fixed sys- tems for fire protection be inspected by a qualified Inspection Service. NOTES I. Before testing alarms, notification must be giveri to the owner and the fire department, central station or other signal station to which the alarms are connected. 2. Before closing a fire protection sys- tem main control valve for mainte- nance work on the fire protection system which it controls, permis- sion to shut down the affected fire protection systems must be ob- tained from the proper authorities, and all personnel who may be af- fected by this decision must be no- tified. 3. No attempt is to be made to field repair or replace any component of the Monitor Switch described herein. Refer to the WARRANTY statement and Price List for in- structions concerning repair or re- placement. Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. Specify: Model (specify) Monitor Switch, PSN (specify). OSYSU-1 ................PSN 54-647-1-002 OSYSU-2 ................PSN 54.647-1-003 The following replacement parts are available from Potter Electric Signal Company, 2081 Craig Road, St, Louis, MO 63146. Key Wrench .............. Stk. No. 5250062 Cover Screw .............. Stk. No. 5490293 The nominal weights of the OSYSU Monitor Switches are 2.2 pounds (1,0 kg). 0 Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A *gC:01NTERNATIONAL LTD. COMPANY WATERFLOW DETECTORS - 2 thru 8 INCH MODEL VSR-F GENERAL DESCRIPTION The Model VSR-F Waterflow Detec- tors (Ref. Figure A) are designed for use with wet pipe automatic sprinkler systems. They utilize a vane -type sen- sor to actuate two single pole double throw snap -action switches when water flows at a sustained rate of 10 GPM or more. The flow may be caused by the discharge from a sprinkler, opening of an Inspector's Test Con- nection, or by other factors such as ac- cidental mechanical damage resulting in rupture of a fitting or the piping. The VSR-F Waterflow Detectors are generally used in conjunction with riser check valves to actuate electrical alarms and/or operate electrical equip- ment (such as fire pumps) in automatic sprinkler systems. They are also com- monly used where sectional waterflow signals are required. The switching components are enclosed in a NEMA Type 1 general purpose -indoor rated housing. Tamper resistant screws, which require a spe- cial key wrench for removal, are used to secure the Cover, and a field in- stalled cover tamper switch may be in- stalled to indicate unauthorized removal of the cover. Each of the two SPDT switches may be wired for either normally open or normally closed contact operation. A built-in pneumatic retard assembly with automatic reset), delays actua- tion of the electrical switches to reduce the possibility of false alarms caused by either a single or series of transient flow surges. The time delay is adjus- table from 0 to nominally 75 (60 to 90) seconds. APPROVALS AND STANDARDS The Model VSR-F Waterflow Detec- tors are listed by Underwriters Laboratories Inc. and Underwriters Laboratories of Canada. They are ap- proved by Factory Mutual Research Corporation. The Model VSR-F Waterflow Detec- tors are approved by the New York City Board of Standards and Appeals under Calendar Number 1033-83-SA. 5-5/8" PIPE DIAMETER 143mm) PLUS 3" (76mm) 1/2 PIPE DIA. COVER SCREW PLUS KEY WRENCH 4-5/8" 117 mm) COVER BASE SADDLE WATERFLOW CENTERLINE VANE OF PIPE U-BOLT PNEUMATIC RETARD ASSEMBLY - SADDLE SADDLE O-RING WATERFLOW U-BOLT RESET SPRING TWO SPDT SWITCHES NUT TIGHTEN NUTS ALTERNATELY TO A TORQUE OF APPROX. 50 FT. LBS. MOUNT SADDLE ON PIPE SO THAT ARROW POINTS IN DIRECTION OF WATERFLOW ROLL VANE IN OPPOSITE DIRECTION OF WATERFLOW PIPE SIZE DIAMETER 2" to 2-1/2" 1-IN to 1-5/16" 13" to 8" 1-7/8" to 2-1/16" FIGURE A MODEL VSR-F WATERFLOW DETECTORSThelistingsandapprovalsareunder Printed in U.S.A. 5.90 TD200B the name of Potter Electric Signal Company. WARNING The Model VSR-F Waterflow Detec- tors must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the proper operation or integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted relative to any questions. The VSR-F Waterflow Detectors must not be used in dry pipe, deluge, or preaction systems. The Vane may be broken away or the mechanism damaged by the sudden inrush of water when the control value opens. A pressure switch should be used with these types of systems. The VSR-F Waterflow Detectors must not be used where potentially ex- plosive atmospheres are present. TECHNICAL DATA The 2 through 8 inch Model VSR-F Waterflow Detectors are for use in wet pipe automatic sprinkler systems and for installation in Schedule 10' through 40 steel pipe. They are rated for use at a maximum service pressure of 450 psi and may be used over an environ- mental temperature range of 40F/4C to 120F/49C. Field wiring is through a 1/2 inch con- duit opening in the Base to No. 6 screw terminals on two Switches. The Switches are SPDT snap -action and are enclosed in a NEMA Type 1 enclosure (i.e., general purpose in- door) and the Form C contacts are rated as follows: 125/250 VAC ...... 10.00 Amps 0 - 30 VDC ........ 2.00 Amps The VSR-F has a die cast aluminum Saddle with a buna-n, NBR, or nitrile Saddle O-Ring. A flexible poly- propylene Vane is pinned to a stain- less steel Trip Stem, The Trip Stem pivots on a stainless steel Pivot Pin that is captured between the Saddle and the aluminum Base along with a silicone Trip Stem Seal and stainless steel Washer. The Trip Stem extends to the polycarbonate Pnuematic Retard Assembly and two SPDT Switches that are housed within an aluminum Cover. The U-Bolt, Washers, and Nuts are cadmium plated steel. OPERATION Water flowing at a sustained rate of 10 GPM or more will deflect the Vane suf- ficiently to allow the Trip Stem to release the Pneumatic Retard Assem- bly. As the flow increases above 10 GPM, the Vane flexes towards the in- ternal contour of the pipe. Releasing the Pneumatic Retard As- sembly permits the Switch Actuator to move away from the Switch levers, and when the preset time delay has elapsed, the Switch Actuator will have moved .far enough to allow the Switches to actuate. The Switches remain in the actuated position while water continues to flow. After the waterflow has stopped, the Vane and Switch Actuator are automatically returned to their normal (set) position by the Reset Spring, which in turn resets the Switches. The automatic reset feature reduces the possibility of a false alarm by diminishing the cumulative effect of a series of flow surges. The Pneumatic Retard Assembly is factory set at es- sentially a zero time delay. It may be field adjusted from 0 up to nominally 75 60 to 90) seconds, if required, to suit individual installation requirements. INSTALLATION The 2 through 8 inch Model VSR-F Waterflow Detectors are for installa- tion in Schedule 10' through 40 steel pipe. The VSR-F Waterflow Detectors can be mounted in vertical or horizontal piping. In vertical pipe runs, they must only be used for detecting upward flow. In horizontal pipe runs, they must only be mounted on top of the pipe. The Detectors should be located with at least 18 inches clearance around the sides and they must have at least 4 inches of clearance above the Cover for inspection and maintenance. The units should be located further than 6 inches from a fitting which changes the direction of waterflow and at least 24 inches from a gate or drain valve. An Inspector's Test Connection, which is sized in accordance with the require- ments of the authority having jurisdic- tion, must be located downstream of the waterflow detector, for periodic testing of the detector and its as- sociated alarms. NOTE if the Detector is to be installed in a sprinkler system which is already in service, permission to shut down the affected fire protection system must first be obtained from the proper authorities, and all personnel who may be affected by this action must be notified. Proceed as follows: 1. Drain the piping if the Waterflow Detector is to be installed in a sys- tem which is already in service. Verify that the drainage water is being properly disposed of and that it will not cause damage or result in dangerous conditions. 2. Locate the center of the Detector Mounting Hole per the previously given criteria. Saw a hole of the size specified in Figure A, through the wall of the pipe, and then remove the cut-out. The centerline of the hole must be perperpendicular to the sur- face of the pipe; so that the installed detector will not be tilted. Tilting could cause the Vane to scrape the pipe wall and adversely affect detec- tor sensitivity. It is recommended that the removed cut-out be temporarily fastened to the pipe near the Waterflow Detec- tor, so that there is ready visual verification of the cut-out removal. Remove all burrs from around the outside edge of the drilled hole. The outside pipe surface within 1/4 inch of the hole edge must be c!eaned of scale and projections as well as be free of indentations which could af- fect proper sealing of the Saddle 0- Ring. 4. Clean out interior pipe scale for one pipe diameter on both sides of the Mounting Hole to ensure free move- ment of the Vane during both toward and reverse flow. 5. Roll the Paddle against the direction of flow, as indicated in Figure A, but only as tightly as is necessary to in- sert it through the Mounting Hole. Do not bend or crease the Vane. 6. Insert the rolled Vane into the Mount- ing Hole after ensuring that the Sad- dle O-Ring is positioned correctly and the flow arrow on the Saddle is pointing in the direction of flow. Posi- tion the Saddle so that it sits square- ly on the pipe and so that the Saddle O-Ring will seat all around. Install the U-bolt. Tighten the nuts al- 0.134 inch nominal wall thickness for 6 inch size pipe and 0.188 inch nominal wall thickness for 8 inch size pipe N OM NIG ouT o°LNG FIGURE B FIELD CONNECTION OF TWO WIRES TO TERMINAL SCREW ternately to a torque of approximate- ly 50 ft.lbs. 8. Remove the Cover with the Key Wrench and gently move the Trip Stem its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the Detector is perpendicular to the pipe surface. If binding persists, check for removal of scale on the pipe interior and for proper pipe size Waterflow Detector. 9. Wire the Waterflow Detector in ac- cordance with the requirements of the authority having jurisdiction and/or the National Electrical Code. With reference to Figure B, an unin- sulated section of a single conductor is not permitted to be looped around a terminal screw and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision of the connec- tion in the event that a wire becomes dislodged. 10. Slowly fill the sprinkler system and check for leaks. 11. Set the time delay. Setting B with a time delay of nominal 30 (20 to 40) seconds is recommended. NOTE It is recommended that the time delay not be set at longer than nominally 30 seconds (Setting B), at this time, since this may un- necessarily increase the time for alarm. The Retard Device should only be adjusted after the sprinkler system has been placed in service and experience shows that an increased delay is re- quired because of the severity of flow surges. Increase the delay time only to the minimum re- quired value. 12. Open the Inspector's Test Connec- tion to verify proper operation of the Detector and its associated alarms. The time delay should correspond approximately to the field setting and the electrical functions should con- tinue until the Inspectc's Test Con- nection is closed. Air pockets within the sprinkler system may increase the time delay to alarm. 13. Replace the Cover and tighten the Cover Screws using the Key Wrench. Store the Key Wrench in a secure area. 14 If, after the sprinkler system has been placed in service, it becomes necessary to increase the retard time due to excessive flow, remove the Cover and adjust the Retard Dial. Increase the -delay time to the minimum required value. Replace the Cover and store the Key Wrench in a secure area. CARE AND MAINTENANCE The Model VSR-F Waterflow Detec- tors do' no require any regularly scheduled maintenance. It is recom- mended, however, that proper opera- tion of the alarms be verified in accord- ance with the following described inspection procedure. Any impairment must be immediately corrected. NOTES Before testing alarms or removing a Cover from a Detector with a Cover Tamper Switch, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected. 2. If a Vane is separated from its Ac- tuatorLever, it must be located and removed. Failure to do so may im. pair the proper flow of water to a portion of the sprinkler system. 3. No attempt is to be made to replace or repair any VSR-F Waterflow Detector component in the field. Refer to the WARRANTYstatement and Price List for instructions con- cerning repair or replacement. 4. Before closing a fire protection sys- tem control value to replace a VSR-F Waterflow Detector, permis- sion to shut down the affected fire protection system must first be ob- tained from the proper authorities and all personnel who may be af. fected by this decision must be notified. Inspection Procedure Operationally test the Waterflow Detector at least quarterly but preferably monthly, to verify that the time delay to alarm has not decreased or increased. The Waterflow Detector must be tested by opening the Inspector's Test Con- nection. 2. Inspect for external leakage past the pressure seals (i.e., Trip Stem Seal and Saddle O-ring) at least annual- ly. Alarm Does Not Operate 1. Verity. proper wiring. 2. Remove the Cover and observe the Actuator Lever before and while the Inspector's Test Connection is opened. The Switch Actuator should move away from the Switch levers; if not, follow the waterflow detector replacement procedure to assure that the Vane is attached to the Detector and the pipe is free of scale. Decrease In Time Delay If the time delay to alarm has decreased below the desired range, which may occur due to wear of the Pneumatic Retard Device after ex- tended use, then increase the retard setting. To increase the retard setting, remove the Cover and adjust the Retard Adjustment Dial. Increase the delay time only to the minimum re- quired value. Replace the Cover. Increase in Time Delay 1. If the time delay to alarm has in- creased above the desired range, first check for Vane binding. Remove the Cover and gently move the Trip Stem its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the Detector is perpendicular to the pipe surface. If binding persists: a. Verify that the appropriate size waterflow detector is being used. b. Remove the waterflow detector by following the waterflow detec- tor replacement procedure and verify that the interior of the pipe is clean per instruction No. 4 of the Installation section. 2. If the time delay has increased above the desired range and the Vane is found not to be binding, then reduce the retard setting. To reduce the retard setting, adjust the Retard Adjustment Dial to the minimum re- quired value. Replace the Cover. Waterflow Detector Replacement Procedure 1. Review and follow the instructions given in the NOTES at the begin- ning of this Care and Maintenance section. 2. Close the Main Control Valve and drain the appropriate portion of the system. 3. Disconnect the electrical power and then disconnect the wiring to the waterflow detector. 4. Loosen both nuts and remove the U- bolt. 5. Gently lift the Saddle off the pipe until your fingers can be slipped between the undereside of the Saddle and the pipe surface 6. Using the thumb and index finger, start to curl the Vane as shown in - Figure A. Gradually lift the Detector off the pipe while applying more curl to the Vane, in order to ease removal. 7. Replace the Detector by following Steps 4 through 14 in the Installation section. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERING PROCEDURE Waterflow Detector: Specify: (specify size) Model VSR-F Waterflow Detector, PSN (specify). Size 2' ....................... PSN 54-625.1.009 2-1/2' ...................PSN 54.625-1.010 3........................PSN 54.625-1.011 3-1/2. ................... PSN 54-625-1-012 4........................ PSN 54-625-1-013 5........................PSN 54.625.1.014 6'.......................PSN 54.625-1-014 8........................PSN 54.625-1.016 Optional Cover Tamper Switch: A Cover Tamper Switch is available from Potter Electric Signal Company, 2081 Craig Road, St. Louis, MO 63146. Order Stk. No. 0090018. Replacement Parts: The following replacement parts are available from Potter Electric Signal Company, 2081 Craig Road, St. Louis, MO 63146. Key Wrench ... Stk. No. 5250062 Cover Screw ... Stk. No. 5490293 Saddle O-Ring, 2 & 2-1/2' ....Stk.No. 5330070 3 — 8' .....Stk.No. 5330071 CONVERSION FACTORS Parenthetical metric conversions cited herein are approximate. 1 inch - 25.400mm 1 pound 0.4536 kg 1 ft.lb. - 1.356 Nm 1 psi - 6.895kPa 0.0689 bar' 0.0703 kg/cm2' Not recognized International System units. WEIGHTS The nominal weights for the Model VSR-F Waterflow Detectors are as fol- lows: 2- .............................. 41bs. 2.1/2' ........................... 41bs. 3- .............................. 51bs. 3-1/2............................ 51bs. 4' .............................. 61bs. 5" .............................. 61bs. 6- .............................. 6tbs. 8- .............................. 71bS. r Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A ttgCCINTERNAT/ONAL LTD. COMPANY PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A STANDARD RESPONSE, 5 mm BULB TYPE, 17/32" (20 mm) ORIFICE, 3/411 NPT" ESCUTCHEON PLATE SEATING SURFACE 2-5/16° 58.7mn f SSp nF PENDENT 1.9/16" 59,7mm ) f MODEL F700 RECESSED ESCUTCHEON WRENCH FLAT 2-7/8" (73,Omm)'DIA. RECESSED PENDENT SSU DEFLECTOR] 1 - Frame 3 - Gasketed 4 - Bulb 2 - Button Spring 5 - Compression Plate Screw Temperature rating is indicated on deflector or adjacent to orifice seat on frame. Pipe thread connections per ISO 7/1 can be provided on special request. UPRIGHT 6 - Deflector CROSS SECTION FIGURE A 17132 INCH ORIFICE MODEL A PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS The 17/32 inch (20 mm) orifice Univer- sal Model A Pendent, Recessed Pen- dent, and Upright Sprinklers (Ref. Fig- ure A) are automatic sprinklers of the frangible bulb type. They are "standard response - large orifice spray sprink- lers" intended for use in fire sprinkler systems designed in accoEdance with the standard installation rules recog- nized by the applicable Listing or Ap- proval agency (e.g., UL Listing is based on NFPA 13 requirements). The Pendent, Recessed Pendent, and Up- right Sprinklers all produce a hemi- spherical water distribution pattern below the deflector. The recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon (Ref. Figures A and C). The F700 Recessed Escutcheon pro- vides 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of adjustment from the flush pendent position. The F700 has a separable two-piece design which allows installation of the sprinklers and pressure testing of the fire protection system, prior to ceiling construction and/or application of afin- ish coat to the ceiling. They also permit refinishing of a ceiling surface without having to first shut down the fire pro- tection system and remove the sprink- lers. The adjustment provided by the F700 substantially reduces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. Also, the Closure has a 1/2 inch (12,7 mm) wide flange which provides ample clear- ance for covering the mounting hole. Laboratory listings and approvals for the 17/32 inch (20 mm) orifice Model A Pendent, Recessed Pendent, and Up- right Sprinklers are given in Table A. WARNING The 17132 inch orifice Model A Pen- dent, Recessed Pendent, and Upright Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as applicable standards of the National Fire Protection Association, in addi- tion to the standards of any other au- thorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well as possi- bly void the sprinkler's Approvals and/or Listings. JATC The 17/32 inch (20 mm) orifice Model A Pendent, Recessed Pendent, and Upright Sprinklers are rated, for use at a maximum service pressure of 175 psi (12,1 bar) and they are available in Printed in U.S.A. 1.96 TD5260 SPRINKLER FINISH TYPE TEMPERATURE RATING BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED POLYESTER COATED All Colors PENDENT and UPRIGHT 135'F/57'C Orange 1, 2, 3, 5, 6, 7 155'F/68'C Red 175'Fl79'C Yellow 200'F/93'C Green 286'F/141'C Blue 360'F/182'C Mauve RECESSED PENDENT 135'F/57'C Orange 1, 2, 4, 6, 7 155'F/68'C Red 175'F/79'C Yellow 200'F/93'C Green NOTES: 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters' Laboratories of Canada. 3. Approved by Factory Mutual Research Corporation. 4. Approved by Factory Mutual Research Corporation for use in Light Hazard and Ordinary Hazard (Groups 1 and 2) Occupancies.The FM Approvals for Ordinary Hazard Occupancies Is limited to wet pipe sprinkler systems and preaction systems qualifying as wet pipe systems. 5. Approved by the Loss Prevention Council (United Kingdom). 6. Approved by the Scientific Services Laboratory (Australia). 7. Accepted by the City of New York under MEA 241-94-E. Installed with 3/4' Model F700 Recessed Escutcheon. the temperature ratings and finishes indicated in Table A. Recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon. The F700 Escutcheons are available with a chrome plated fin- ish or a coated finish in any color. The nominal discharge curve plotted in Figure B represents the flow "O" in GPM (LPM) as determined by the fol- lowing formula: Q = Kp_ where the nominal discharge coeffi- cient "K" equals 8.1 (116,8); and, "p" equals the residual flowing pressure in psi (bar). Listing standards permit the actual value of "K" to vary from 7.4 to 8.2 (106,7 to 118,2); however, for hy- draulic calculations, a K-factor of 8.1 116,8) is to be applied. The Frame of the Model A Sprinkler Ref. Figure A), is bronze per ASTM B176 (C87800) or, a proprietary alloy designated as OM. The Button (bulb retainer) is phospher bronze per ASTM B103 (C51000 or C52100). The Gasketed Spring Plate consists of a Berylium Nickel (N03360) disc spring that is sealed on both its inside and outside faces with a Teflont gasket. The Compression Screw is bronze per ASTM B140 (C31400) and the Deflec- tor is brass per ASTM B152 (C11000). The Model A Sprinklers utilize a 5 mm TABLE A LABORATORY LISTINGS AND APPROVALS diameter frangible bulb. Table A indi- cates the bulb liquid color as a function of temperature rating. The F700 Recessed Escutcheon pro- vided for use with the Model A Pendent Sprinkler (Ref. Figure C) has a Closure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight fric- tion fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and com- pensate for minor non -perpendicular- ity between the Model A Sprinkler and the ceiling. aTlr NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble is approximately 1116 inch (1,6 mm) for the 135'F/57'C to 3/32 inch (2,4 mm) for the 3607/182'C rating. (At higher ambient temperatures, the bubble may be barely perceptable for the lower temperature ratings.) Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well aspossi- DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) 20 25 30 3S 40 AS so 55 so y 45 I u 40 W 35 0 N 30 ii 25 70 IL 20 W is W IL 10 PARTIAL CURVE ONLY MAX. PRESSURE 173 PSI PARTIAL CURVE ONLY MAX. PRESSURE 12.1 BAR 100 125 ISO 173 200 DISCHARGE IN LITRES PER MINUTE FIGURE B NOMINAL DISCHARGE CURVE 2.0 W a 1.S 1.0 O.S bly void the sprinkler's Approvals and/or Listings. The Model A Sprinklers must be in- stalled in accordance with the follow- ing instructions. 1. Prior to installing pendent sprinklers and if applicable, verify that the face of the sprinkler fitting is within the proper range of distance which can be accommodated by the type of escutcheon being used. When installing a Model A Pendent t DuPont Registered Trademark FULLY RECESSED DIMENSIONSt Up to 1121nch adjustment from minimum 1/4 inch to maximum 3/4 Inch recessed position. Dim. Inches mm A- 5/8t1/8tt 15,g13,2 B-Min. 13/16 20,6 B-Nom. 1-1/16 27,0 B-Max. 1-5116 33,3 C-Min. 114 6,4 C-Max. 314 19,1 HIGH ADJUSTMENT DIMENSIONS Up to 314 inch adjustment from the flush ceiling position to 3/4 inch recessed position. Dim. Inches mm A- 1/2+1/4tt 12,7t6,4 B-Min. 13/16 20,6 B-Nom. 1-3/16 30,2 B-Max. 1-9/16 39,7 C-Min. FLUSH C-Max. 3/4 19,1 Sprinkler with the F700 Recessed Escutcheon, for best overall appear- ance, use Dimension "A" indicated under the "Fully Recessed Dimen- sions" heading of Figure C. Other- wise, use Dimension "A" under the High Adjustment Dimensions" heading. In either case, the remain- ing adjustment can be used to com- pensate for the possible manufac- turing variations in take-out of the fittting, as well as in the make -in of the sprinklers (as permitted by ANSI B1.20.1). 2. After installing the F700 Mounting Plate (or other escutcheon, as appli- cable) over the sprinkler threads, apply pipe thread sealant sparingly to the sprinkler threads only. Use of a Teflont based pipe thread sealant is recommended. Hand tighten the sprinkler into the sprinkler fitting. 4. Refer to Figure D and select the appropriate Sprinkler Wrench for tightening the sprinkler into the sprinkler fitting. The F850 Sprinkler Wrench must be used for installing polyester coated sprinklers, in order to prevent dam- age to the sprinkler finish. NOTES A leak tight 314 inch NPT sprink- ITING ACE I FOr vest vvviau aNyvaiarwo. tt Remaining 1/4 inch (6,4 mm) of 1- Model A Pendent Sprinkler adjustment can be used to compensate 2. Model F700 Recessed Escutcheon for variations in sprinkler make -in and a- Mounting Plate fitting take-out. b- closure FIGURE C MODEL A RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON ler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install the sprinklers. Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to make-up for in- sufficient adjustment in the es- cutcheon plate by under- or over - tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. 5. In recessed pendent sprinkler instal- lations, after the ceiling has been installed or the finish coat has been applied, slide on the F700 Closure over the Model A Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100'F/38'C and they must never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers — both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section Note). NOTES Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system control valve for maintenance work on the fire protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. SELECTION: Select the appropriate wrench based on the following require- ments: A. Model A Sprinklers with a natu- ral brass or chrome plated fin- ish and where the Wrench Flats shown in Figure Aare accessi- ble, may be be installed using Oan8or10inchadjustableCres- cent type wrench or the Model F850 Sprinkler Wrench. B. Model A Sprinklers with a poly- ester coated finish must only be installed with the Model F850 Sprinkler Wrench. C. Model A Recessed Pendent Sprinklers which are to be in- stalled after completion of a fixed ceiling must only be in- stalled with the Model F850 Sprinkler Wrench. WRENCH LUGS Model F850 Nylon Coated Sprinkler Wrench USE: When using an 8 or 10 inch adjustable Crescent type wrench, the wrench is to be applied to the sprinkler wrench flats only (Ref. Figure A). To use the F850 Sprinkler Wrench, slip the Wrench opening over the Model A Sprinkler Deflector by passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. Using a 1/2 inch ratchet drive or by applying an 8 or 10 inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler into the fitting. The two lugs located on opposite sides of the Wrench indicate the orientation of the sprinkler frame arms. NOTE Push up on the Sprinkler Wrench, while it is being turned, to ensure that the Wrench recess stays fully engaged with the sprinkler wrench flats. Carefully remove the Sprinkler Wrench by disengaging it from the sprinkler wrench flats, and then passing it sideways over the sprinkler deflector. FIGURE D SPRINKLER WRENCH SELECTION AND USE PSN 57 XXX - X - XXX TEMPERATURE RATING 135 135'F/57'C 155 155'F/68'C SPRINKLER FINISH 175 175'F/79'C TYPE 1 NATURAL BRASS 200 200'F/93'C r591 SR PENDENT 4 WHITE POLYESTER 286 286'F/141'C 590 SR UPRIGHT 9 CHROME PLATED 360 360'F/182'C TABLE B PRODUCT SYMBOL NUMBER SELECTION STANDARD RESPONSE 3/4 INCH ORIFICE MODEL A PENDENT AND UPRIGHT SPRINKLERS WITH 17/32 INCH NPT CONNECTIONS WARRANTY Seller warrants for a period of one year from the date of. shipment _(warranty period) that the products. furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price list. A Product Symbol Number (PSN) is not specified when ordering polyester coated Model A Sprinklers with other than a white color; when ordering color coated Model F700 Recessed Es- cutcheons with other than a white color; or, when ordering sprinklers with thread connections per ISO 7/1. It is suggested that a color chip be pro- vided when ordering special color fin- ishes. Otherwise, responsibility for du- plication cannot be accepted. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: 17/32" orifice, (specify tem- perature rating), Model A (specify Pen- dent or Upright) Sprinkler with (specify type of finish), PSN (specify from Table B). Special Order" Sprinkler Assemblies with ISO 7/1 Thread Connections: Specify: 17/32" orifice, (specify tem- perature rating), Model A (specify Pen- dent or Upright) Sprinkler with (specify type of finish) and with thread connec- tion per ISO 7/1. Recessed Escutcheon: Specify: 3/4" (20 mm) Model F700 Re- cessed Escutcheon with (specify fin- ish), PSN (specify). 3/4' (20 mm) F700 Chrome Plated ......... PSN 56-700-9-010 3/4' (20 mm) F700 White Color Coaled ............... PSN 56-7004-010 Sprinkler Wrench: Specify: Model F850 Sprinkler Wrench, PSN 56-850-4-001. The nominal weights are as follows. 17/32' Orifice Model A Pendent Sprinkler ......... 2.8 ozs. (78 g) 17/32' Orifice Model A Upright Sprinkler .......... 2.9 ozs. (81 g) 3/4' Model F700 Recessed Escutcheon ..... 1.2 ozs. (35 g) Model F850 Sprinkler Wrench ......... 15.5 ozs. (440 g) 0 Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A *111170 INTERNATIONAL LTD. COMPANY% G•11• G-10 G-12 G-14 G-15 G-16 F G-1 G-2 G•23 G-24 rG1318 19 21 A - Closed B - Open J No." r of Bolt l G - No. & Size of Holes L - Max. Tap Size H - Bolt D Circle Dia. See Page C-1-20 for ordering instructions. Mueller Ca ct • GriMeu'co.— FIRE PROTECTION PRODUCTS IRON BODY BRONZE MOUNTED OUTSIDE SCREW AND YOKE A-2073-6: Flanged Ends • PARALLEL SEATS Conventional Packing • DOUBLE DISC Handwheel 91W THROUGH 14" SIZES Sizes: 2W', 3", 3!V, 4", 6", 8",10", 12", 14" VP - 12" 175 psi Working Pressure - 350 psi Test Pressure 14" 150 psi Working Pressure - 300 psi Test Pressure PARTS LIST Catalog Part No. Description Material Material Standard G- 1 Cap Nut Bronze ASTM B62 G- 2 Handwheel Key Steel AISI C1018 or C1020 G• 3 Handwheel Cast Iron ASTM A126 Class B G- 4 Washer Brass None G- 5 Bushing Nut Bronze ASTM B584 Alloy 905 G- 6 Yoke Cast Iron ASTM A126 Class B G- 7 Gland Nut Bronze ASTM B16 G- 8 Gland Flange Malleable Iron ASTM A536 Grade 65-95.12 G- 9 Gland Bronze ASTM B62 G-10 Gland Bolt Steel ASTM A307 Grade B G-11 Yoke Bolt Steel ASTM A307 Grade B G-12 Bonnet Bushing Bronze ASTM B62 G-13 Stem Bronze ASTM B138 Alloy 675 Top Wedge Cast Iron ASTM A126 Class B G-14 Bonnet Cast Iron ASTM A126 Class B G-15 Bonnet Gasket Composition ASTM D1170 Grade P1161A G-16 Bonnet Bolts and Nuts Steel ASTM A307 Grade B G-18 Seat Ring Bronze ASTM B62 G-19 Disc Cast Iron ASTM A126 Class B G-20 Disc Pin Bronze ASTM B21 Alloy 464 G-21 Side Spreader Bronze ASTM B62 G-22 Bottom Wedge Cast Iron ASTM A126 Class B G-23 Stem Packing Lubricated Flax Federal HH-P-106C G-24 Test Plug Iron None G-47 Body Cast Iron ASTM A126 Class B G- 19*- Disc Bronze ASTM B62 G-22* Bottom Wedge Bronze ASTM B62 These parts are for 2'/2", 3" and 3! " sizes only. DIMENSIONS Size Dimension 2161' 3" 3'/z" 4" 6" 1 8" 10" 12" 14" A 12.3/4 15-3/8 17-1 /4 20 24-1 /2 31-3/8 37-3/8 42 -1 /2 50.1 /2 B 15-7/8 19 21-3/8 24.3/4 31-1 /4 40.1 /4 48-1 /2 55-5/8 65.3/8 C 6 8 8 11 13 14 16 18 18 p 7.1 /2 8 8-1/2 9 10-1 /2 11.1 /2 13 14 15 E 7 7-1/2 8-1/2 9 11 13-1/2 16 19 21 F 3/4 7/8 7/8 1 1-1/8 1.1/4 1-3/8 1.1/2 1.5/8 G 4-3/4 4-3/4 8-3/4 8-3/4 8-7/8 8-7/8 12-1 12-1 12.1-1/8 H 5-1/2 6 7 7.1/2 9-1/2 11-3/4 14-1/4 17 18.3/4 1 4 8 6 8 10 12 12 14 16 K 2.1/4 2-1/4 2-1/4 2.1/4 2.1/4 2-1/2 2.1/2 3 3 L 1.1/4 1.1/4 1.1/4 1.1/4 1.1/4 1-1/2 1.1/2 2 2 4.5/8 1 5.114 1 5-1/4 1 5-3/16 6- 7.1 /8 8 8-1 /2 9 6-1/4 7-1/2 8.114 9.1 2 20.1 /2 27 33-1 2 39-1 /2 146 1WEIGHT51 4b 73 8 181 23Z I 422 1564 14113 All dimensions In inches ana all welgnts in pounds. NOTE: Flanged ends have 125 lb. American Standard End Flange Drilling ANSI B16.1. Turns to open. Page C-1 •' Rev. 6,89 March 26, 1996 Sprinkler 101 h MODEL M 17/32" (20mm) LARGE ORIFICENIKIN6 . . DRY PENDENT SPRINKLER 1. PRODUCT NAME Viking Model M Large Orifice Dry Pendent Sprinklers Adjustable Recessed Dry Pendent Adjustable Standard Dry Pendent Plain Barrel Dry Pendent Manufactured 1993- 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 USA Telephone: (616) 945-9501 800) 968-9501 Fax No: (616) 945-9599 Outside the U.S.A. Telephone: +1 (616) 945-9501 Fax No. +1 (616) 945-9599 3. PRODUCT DESCRIPTION The Viking Model M Large Orifice Dry Pendent Sprinkler is a thermosensitive glass bulb spray sprinkler, suitable for use in areas subject to freezing. The large orifice allows greater flows at lower pressures than those produced by standard orifice Dry Pendent Sprinklers. The Model M Large Orifice Dry Pendent Sprinkler is designed for dry systems and preaction systems where it is nec- essary to prevent water or condensation from entering the drop nipple before the sprinkler operates. It may also be in- stalled in spaces subject to freezing and supplied from a wet system in an adja- cent heated area. The assembly fea- tures a sealed brass inlet, and a durable threaded steel barrel with an Electrode - posited Epoxy Base coating. The Pen- dent Sprinkler is of the familiar Model M design with a rugged 5 mm glass. bulb. The Model M Large Orifice Dry Pendent Sprinkler is available in several finishes and temperature ratings to meet design requirements. The seal at the threaded end of the assembly is held in place by force transmitted from the compression screw, through the glass bulb and inter- nal parts, onto a special sealing spring. During fire conditions, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the inter- nal parts to open the waterway. The water flowing through the sprinkler ori- fice strikes the sprinkler deflector form- ing a uniform spray pattern to extinguish or control the fire. The Model M Large Orifice Dry Pendent Sprinkler may be installed with the barrel exposed, or with one of two escutcheon styles. An "E-1" style escutcheon with up to 5/8" I ie7rR.7. ADJUSTABLE PLAIN RECESSED BARREL ADJUSTABLE STANDARD Sprinkler Nominal Sprinkler Coiling Tempe lure at Sprinkler Temperature Temperature Rating Max. Ambient Max. Recommend. Bulb Color Classification Fusin Point Temp. AllowedI Ambient Temo.2 Color Codin 3 Ordinary 135°F (57°C) 115°F (46°C) 1000F (380C) Orange None Ordinary 1550F (680C) 135°F 570C 1000F (380C) Red None Intermediate 175°F (790C) 1550F (680C) 1500F (65°C) Yellow White Intermediate 200°F (930C) 1809F (820C) 150°F (650C) Green White 286°F 1410C 2660E(1300C) I 2250E(1070C) Blue BlueHigh r Based on National Fire Prevention and Control Administration Contract No. 7-34860. z Based on NFPA-13. Other limits may apply depending on fire loading, sprinkler location and other authority having jurisdiction requirements. Refer to specific installation standards. 7 Frames of decorative sprinklers are not color coded. Temperature is stamped on deflector. 15,8mm) adjustment (see Figure 1), provides an aesthetically pleasing re- cessed appearance. For standard in- stallations, the sprinkler is available with an adjustable, surface mounted ceiling escutcheon, finished to allow up to 2" 50,8mm) of adjustment (see Figure 2). Both styles of escutcheons slip on from below the ceiling to allow installation of the sprinkler prior to ceiling construction. Model M Large Orifice Dry Pendent Sprinklers may be ordered in lengths from 3" (76,2mm) to 48' (1 219,2mm) long', and are available in 1/4" (6,35mm) increments for the recessed style, and in 1/2" (12,7mm) increments for the "ad- justable ceiling escutcheon" style, and the plain barrel style installed with no escutcheon. 4. TECHNICAL DATA See chart (Page 101 k) for list of approvals. Approved to maximum length of 48" 1 219,2 mm). Glass Bulb Fluid Temperature rated to 650F (-55°C) Rated to 175 PSI (1207 kPa) waterwork- Ing pressure. Thread Size: 1" NPT or 25mm BSPT. Orifice Size: Nominal 17/32" (20mm) K Factor: Varies with length. See figure 4, page 101 k. Form No. F_101592 r Lengths between 48' (1 219,2mm) and 60- (1524) Replaces page 101 h-k dated May 6, 1993 are available, with no approvals, on a *made to or Sept. 15, 1993 (add ULC listing) order basis. Contact manufacturer. Sprinkler 101 i March 26, 1996 Minimum operating pressure: 7 PSI 48,3 kPa). Factory tested pneumatically at 100 PSI 690 kPa). Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 SPRINKLER MATERIALS: Frame: Brass Castings UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, Nominal 5mm diameter Seal: Teflon Tape Spring: Nickel Alloy Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C31600 Seat: Copper UNS-C21000 Orifice: Copper UNS-C21000 Washer: Stainless Steel UNS-S30400 Spring Base: Brass UNS-C31400 or UNS-C31600 Gasket: Buna N Pin: Stainless Steel UNS-S42000 Tube: JIC Hydraulic Steel Tube Inlet: Brass UNS-C36000 Support (Internal): Steel UNS-G10080 Electrodeposited Epoxy Base finish Barrel: Steel Pipe UNS-G10200 Electrodeposited Epoxy Base finish ACCESSORIES: Dry Sprinkler Wrench Standard: PN 07297 Recessed: PN 07565 AVAILABLE FINISHES: Recessed: Chrome, or White Standard Adjustable: Chrome Plain Barrel: (sprinkler only) Chrome or Brass ORDERING INFORMATION: For proper shipment specify: model, ori- fice size, finish, temperature rating, es- cutcheon type, and length ("A" Dimen- sion). Dry Pendent Sprinklers are or- dered in specific lengths noted as the "A" dimension (see Figures 1 through 3). The "A" dimension is the distance from the face of the fitting (tee) to the desired finished ceiling location. The Dry Pen- dent Sprinkler must be ordered and manufactured specifically for one of three styles of installation: the adjust- able recessed escutcheon (see Figure 1), the adjustable standard escutcheon see Figure 2), or the plain barrel (see Figure 3). Escutcheons slip on from be- low the ceiling to allow installation of the sprinkler prior to ceiling installation. For limits of adjustment for the recessed es- cutcheon see Figure 1. Details and limits of adjustment for the standard ceiling t uul Minimum ceiling hole size: 2.1/8' (54mm) diameter. Maximum ceiling hole size: I 2.1/2' (63,5mm) diameter. i I ADJUSTMENT: 5/16' (7,9mm) t- 5/16' (7,9mm) !E Minimum m) 1' (25,4mm) I , Maximum: 1.5/8' (41,2mm) 3.1/16' FOR "A" 1. Determine the distance from A face of tee to finished ceiling 2. Round to nearest 1/4' 6,35mm) between 3-1/4' 82,5mm) and 48' (1219.2mm) NOTE: sprinkler will be recessed approximately 5/16' (7,9mm) above finshed ceiling with 5/8' 15,8mm) vertical adjustment I available. Finished ceiling FIGURE 1. ADJUSTABLE RECESSED MODEL M DRY PENDENT SPRINKLER WITH UP TO 5/8" (15,8mm) ADJUSTMENT escutcheon style, with 2" (50,8mm) of adjustment, are shown in Figure 2. 5. AVAILABILITY AND SERVICE: Viking Sprinklers are available through a network of Domestic, Canadian, and International Distributors. See the Yel- low Pages of the telephone directory for your closest distributor (listed under Sprinklers Automatic Fire") or contact The Viking Corporation, 6.GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid requirements of approving agencies. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating, or modification, may render the sprinkler inoperative and will auto- matically nullity the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assembles Pleniere, Verband der Sachver- sicherer or other similar organiza- tions, and also with provisions of gov- ernmental codes, ordinances, and standards whenever applicable. The use of Dry Pendent Sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Juris- diction prior to installation. 3. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original container. Never install sprinklers that have been dropped or damaged in any way. Never install any glass bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. Never install sprinklers which have been exposed to temperatures in ex- cess of the maximum ambient tem- perature allowed. Such sprinklers should be destroyed immediately. C. Model M Large Orifice Dry Pendent Sprinklers are not intended for use in corrosive environments. Use only Sprinklers listed for corrosive environ- ments when subject to corrosive at- mospheres. WARNING: Model M Dry Pendent Sprinklers MUST be installed into the 1" outlet of a cast iron or malleable iron tee fitting only. The threaded end of the Dry Pendent Sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accu- mulating and freezing over the sprinkler seal. 1: DO NOT install the Dry Pendent Sprinkler into a threaded elbow, coupling, or any other fitting that Form No. F_101592 March 26, 1996 Sprinkler 101 j FOR 'A' 1: Determine distance from face of tee to finished ceiling. 2: Round to nearest 1/2' 12,7mm) between 3' 76,2mm) and 48' 1219,2mm). NOTE: Deflector will be located ap- A proximately 3-7/16" 87,3 mm) below ceiling with 1' (25,4mm) upward and 1" 25,4 mm) downward adjust- ment available. t__ E. Finished Ceiling 1-1/2- (38.1mm) diameter Minimum ceiling hole diameter. 1-3/4' (44,45mm) Maximum ceiling hole diameter. 2-1/4' (57mm). 13116" Sleeve finish matches esutch- eon 3-1/16' 77.8mm) FIGURE 2. ADJUSTABLE STANDARD MODEL M DRY PENDENT SPRINKLER WITH UP TO 2" (50,8mm) ADJUSTMENT could interfere with thread pene- tration. Such installation will dam- age the brass seal. 2: DO NOT install the Dry Pendent Sprinkler into a coupling or fitting that will allow condensation to ac- cumulate above the seal, when lo- cated in an area subject to freezing. 3: NEVER try to modify the Dry Pen- dent Sprinkler. The sprinklers are manufactured for a specific "A" dimension and cannot be modi- fied. The sprinkler must be installed after the piping is in place to prevent me- chanical damage. Before installing, make sure the "A" dimension is cor- rect and the appropriate model, style, orifice size, and temperature rating is used. Apply a small amount of pipe joint compound or tape to the male threads only, taking care not to allow a build up of compound over the brass inlet and seal. Install the sprin- kler on the piping using the special Dry Sprinkler wrench only, while tak- ing care not to damage the sprinkler. DO NOT use a pipe wrench on the barrel of the Dry Pendent Sprinkler. After installation, the entire sprinkler system must be tested in accordance with the recognized installation stand- ards. The test is applied after sprin- kler installation to insure no damage has occurred to the sprinkler during shipment and installation, and to make certain the unit has been prop- erly tightened. If a thread leak should occur, normally the unit must be re- moved, new pipe joint compound or tape applied, and reinstalled. This is due to the fact that when the joint seal leaks, the sealing compound is washed out of the joint. F. Wet pipe systems supplying Dry Pen- dent Sprinklers must be provided with adequate heat. Refer to appropriate installation standards. 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the "Authority Having Jurisdiction" may have additional maintenance, testing, and inspection requirements which must be followed. A. The sprinklers must be inspected on a regular basis for signs of corrosion, mechanical damage, obstructions, paint, etc. The frequency of the in- spections may vary due to corrosive atmospheres, water supplies and ac- tivity around the device. NOTE: To locate deflector at minimum distance be low ceiling, with no upward adjustment 27/16, avaliable, o rde r the 61.9mm) dry pendent sprinkler Mirdmum 1' (25,4mm) shorter I than 'A' dimension. DEFLECTOR AT MINIMUM DISTANCE BELOW CEILING NOTE: To locate deflector at maximum dis- tance below ceiling, 4-7n6- with no downward 112.7mm) adjustment avail- MaAmum able, Order the dry pendent sprinkler 1' 25,4mm) longer than 'A' dimension. DEFLECTOR AT MAXIMUM DISTANCE BELOW CEILING Sprinklers that have been field painted, caulked, or mechanically damaged must be replaced immedi- ately. Sprinklers showing signs of corrosion shall be tested and/or re- placed immediately as required. Model M Dry Pendent Sprinklers that are 50 years old shall be tested and/or replaced immediately as re- quired. Never attempt to repair or reassemble a Dry Pendent Sprinkler. Sprinklers that have operated cannot be reassembled or re -used, but must be replaced. When replacing sprin- klers, use only new sprinklers. The sprinkler discharge pattern is critical for proper fire protection. Nothing should be hung from, at- tached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers in- stalled. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instruc- tions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the effected area. 1. Remove the system from service, draining all water and relieving all pressure on the piping. Form No. F_101592 i Sprinkler 101 k March 26,1996 2. Using the special sprinkler wrench, remove the old sprinkler and install the new unit. Care must be taken to replace the sprinkler with the proper model, style, "A" dimen- sion, orifice size, and temperature rating. 3. Place the system back in service E. Sprinkler systems that have been subjected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient tem- Authority Having Jurisdiction for mini- mum replacement requirements. operated,and secure all vaives. Check and peratures, but have not repair all leaks. should be replaced. Refer to the FOR . 1: Determine Outside di- ameter face of tee 1-5116 to base of 33,4rnrn)_,_ sprinkler WON ...................... Round up to 25mm) 2: next highestschedule40 pipe). increment between 3' 76,2mm) and fl: 3. PLAIN BARRELMODELFIGURE PENDENT SPRINKLER MODELDRY ORIFICELARGE DRY PENDENT SPRINKLER Approved ORIFICE Approved Nominal Dry Pendent•. Approval 2 Orifice Style APPROVEI)TEMPERATURES AVAILABLE APPROVED FINISHES e FOOTNOTES Base part number shown. For completepart number, see price list, This Chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with the manufacturer for any .. . additional2 3 ModelMinimumlengthfor .: Orifice D ModelMaximum (listed) length for Large4KFactorvarieswithlengthofOrificeDryPendentSprinkler. Refer to. Metric K Factors shown in Figure 4 are for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K Factor shown by .. Replaces page 101 h-k dated May 6, 1993 or Sept. 15, 1993 (add ULC listing) Form No. F_101592 DRY HORIZONTAL SIDEWALL SPRINKLERS MODEL F960/0-46 DESIGNER, 1/2" ORIFICE GENERAL DESCRIPTION The 1/2 inch orifice Model F960/0-46 Designer Dry Horizontal Sidewall Sprinklers (Ref. Figure A) are auto- matic sprinklers of the frangible bulb type. They are designed for installation along a wall and just beneath a smooth ceiling. Horizontal sidewall sprinklers are generally used in lieu of pendent sprinklers because of aesthetic, build- ing construction, or installation econ- omy considerations. Available in a wide range of operating temperatures and in order lengths of 1/2 inch increments from 2-1/2 to 48 inches, the F960/0-46 is intended for use in applications where the sprink- lers and/or a portion of the connecting piping may be exposed to freezing temperatures (e.g. horizontal piping extensions from a wet pipe system through a wall to protect a freezer or an unheated area of a building). When the F960/0-46 is in service, water is prevented from entering the assembly by the Plug and O-Ring Seal in the Inlet of the Sprinkler. Upon ex- COMPONENTS: 1-Deflector 2-Frame 3-Guide Tube Sub -assembly 4-Water Tube 5-Spring 6-Compression Screw 7-Bulb 8-Bulb Seat 9-Casing 10-Yoke 11-Inlet posure to a temperature sufficient to operate the Bulb, the Bulb shatters and the Bulb Seat is released. The compressed Spring is then able to ex- pand and push the Water Tube as well as the Guide Tube outward. This ac- tion simultaneously pulls outward on the Yoke, withdrawing the Plug and O-Ring Seal from the Inlet and initial- ing water flow. The Escutcheon Plate has been de- signed to provide 1 inch of total hori- zontal adjustment (plus or minus 1/2 inch), to assure proper field positioning and to reduce the accuracy to which TEMPERATURE RATINGS AND BULB LIQUID COLOR CODE: 135'F / 57'C Orange 155'F / 68'C Red 175'F / 79'C Yellow 200'F / 93'C Green 286'F / 141'C Blue 360'F / 182'C Mauve NOMINAL K-FACTOR: 5.5(GPM + per) 79.2 (LPM + Ab—a—) S" ORDER LENGTHS: 2-1/2 to 48 inches in 112 inch increments FINISH COMBINATIONS: Sprinkler Escutcheon Chrome Plated Chrome Plated Chrome Plated White Painted Natural Brass White Painted S"ORDER LENGTH 4" (101.6mm) I 2-1/2"(63.5mm)MINIMUM NOMINAL 48" (1.22 m) MAXIMUM 1 2 VENT HOLE ** 3.5• 5/16" 7.9mm) 12-Plug / CENTERLINE 14 1 13-0-Ring Seal OF WATERWAY 3" (76.2mm) 14.Escutcheon. I S DIAMETER Inner Piece "SHOWN 90. OUT OF POSITION IS -Escutcheon. *TEMPERATURE RATING IS DIAMETER Outer Piece INDICATED ON DEFLECTOR (RECOMMENDED) FIGURE A MODEL F960/0-46 DRY HORIZONTAL SIDEWALL SPRINKLER WITH STANDARD ESCUTCHEON PLATE 9/16" (14.3mm) NOMINAL MAKE -IN 3/8" iJ (9.5mm) r-------------TJ T T ' i 1" DIA. 25.4 mm) i Printed in U.S.A. 11.92 TD555 HW WW Q QLL W UW Q Q U OW Q W vz J W W Z W U 9 10 11 12 13 14 15 HORIZONTAL DISTANCE FROM DEFLECTOR BOSS, FEET A) RESIDUAL PRESSURE —7.5 PSI (0.52 BAR) B) RESIDUAL PRESSURE —15 PSI (1.03 BAR) C) RESIDUAL PRESSURE — 30 PSI (2.07 BAR) AND GREATER FIGURE B UPPER LIMIT OF WATER SPRAY FOR F960/0-46• SEE TECHNICAL DATA AND WARRANTY SECTIONS the sprinkler fitting must be installed. The 3 inch outside diameter of the outer piece of the Escutcheon Plate combined with the 1-3/4 inch diameter clearance hole size also contributes to the ease of installation by covering off- set clearance holes. The Escutcheon Plate is a separable two-piece design which allows instal- lation of the sprinklers and pressure testing of the fire protection system, prior to wall construction and/or appli- cation of a finish coat to the wall. It also permits refinishing of a wall surface without having to first shut down the fire protecton system and remove the sprinklers. The 1/2 inch orifice Model F960/0-46 Dry Horizontal Sidewall Sprinklers are listed by Underwriters Laboratories Inc. and Underwriters' Laboratories of Canada for use in Ordinary Hazard Occupancies. The laboratory listings only apply to the temperature ratings, order lengths, sprinkler finishes, and escutcheon plate finishes stated in Figure A. WARNING The Model F960/Q-46 Dry Horizon- tal Sidewall Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as applicable standards of the National Fire Protection As- ociation, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devises. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. The Model F960/Q-46 Dry Horizon- tal Sidewall Sprinklers cannot be in- stalled in threaded elbow fittings or plain end pipe fittings without first having the fitting manufacturer ver- ify that there will be clearance be- tween the F960/Q-46 Inlet and the inside of the pipe fitting. Failure to use a pipe fitting with clearance for the F960Q-46 Inlet may result in a binding of the Plug and a failure of the sprinkler to operate or, insufficient engagement of the 1 inch NPT pipe threads with consequent leakage. The 1/2 inch orifice Model F960/0-46 Dry Horizontal Sidewall Sprinklers are rated for use at a maximum service pressure of 175 psi. The available tem- perature ratings, order lengths, sprink- ler finishes, and escutcheon plate fin- ishes are given in Figure A. The F960/0-46 must be installed with a deflector to ceiling distance of 4 to 12 inches. To meet this requirement, the centerline of the sprinkler waterway Ref. Fig, A) must be between 4-5/16 and 12-5/16 inches below the ceiling. Figure B illustrates the upper limit of the water spray, as a function of resid- ual pressure. The sprinkler must be spaced away from beams and other obstructions such that they will not in- terfere with the proper distribution of water by the sprinkler. DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) S01O 13 JO SS 70 3 w mYYY••...•YY. Ym wiiiY.am••ma v OSDIY YY••Y.• Y•i.Y•. --Tw a as w.M••m I l 7Mlf Ym•...•YY• w YY•I mYmsl R oa••o/Sf<SI11U wo•wvvOefa1111111111 EMuimur.o®u o a0 Ta lw pia iao DISCHARGE IN LITERS PER MINUTE 1.0 0.5 FIGURE C NOMINAL DISCHARGE CURVE The nominal discharge curve for the F960/0-46 is plotted in Figure C and it represents the flow "0" in U.S. gallons per minute (gpm) as determined by the formula: O = K4p— where the nominal sprinkler discharge coefficient "K" = 5.5 and "p" - pressure in pounds per square inch (psi). Listing standards permit the actual value of K" to vary from 5.3 to 5.8. The F960/0-46 Dry Horizontal Side - wall Sprinklers are to be installed in fittings that provide clearance between the F960/0-46 Inlet and the inside of the fitting. The F960/0-46 Sprinklers may be installed in 1 inch NPT outlet connections of malleable iron threaded tee fittings per ANSI B16.3 or cast iron threaded tee fittings per ANSI B16.4. For threaded tee fittings, the end sprinkler fitting on a branch line is to be a plugged tee fitting (Ref. Figure A). GruvlokO Sock- ItTM x 1 inch NPT side outlet fittings manufactured by Grinnell Corporation also provide adequate clearance between the F960/0-46 Inlet and the inside of the fitting. The Plug and Inlet are brass per ASTM B16 (C36000), and the O-Ring Seal is silicone rubber. The Casing is galva- nized carbon steel per ASTM A135 Grade A. The Frame is bronze per ASTM B62 (C83600), the Deflector is brass per ASTM B36 (C22000), the Compression Screw is bronze per ASTM B140 (C31400), and the two pieces of the Escutcheon Plate are 0.020 inch thick carbon steel per SAE 1008/1010. The Water Tube is brass per ASTM B135 (C33000). The Bulb Seat, Spring, and Yoke are all Type 302 stainless steel. The Guide Tube sub -assembly is constructed of Type 302 stainless steel and brass per ASTM B16 (C36000). Branch, cross, and feedmain piping that is connected to dry horizontal sidewall sprinklers and subject to freezing temperatures must be pitched for drainage in accordance with the minimum requirements of the National Fire Protection Association for dry pipe sprinkler systems. The outer piece of the Escutcheon Plate cannot be used to hold the F960/0-46 Sprinkler in position. Pipe support must be provided in accor- dance with the minimum requirements of the National Fire Protection Associ- ation with respect to armovers and wall mounted sidewall sprinklers. When dry horizontal sidewall sprink- lers are to be used on wet pipe sprink- ler systems protecting areas subject to freezing temperatures (e.g., coolers or freezers), consideration must be given to the appropriate length of the sprink- ler that will prevent freezing of the water in the connecting pipes, due to conduction. The following are the min- imum recommended lengths between the face of the F960/0-46 sprinkler fitting and the outside surface of the protected area, when the temperature surrounding the wet pipe sprinkler sys- tem is maintained at a minimum tem- perature of 40'F: 6 inches when the temperature within the protected area is 0'F; 12 inches when the temperature within the protected area is -20'F; 18 inches when the temperature within the protected area is -40'F; and, 24 inches when the temperature within the protected area is -60'F. For protected area temperatures be- tween those given above, the mini- mum recommended length from the face of the fitting to the outside of the protected area may be determined by interpolating between the indicated values. NOTES The Model F9601 Q-46 Dry Horizon- tal Sidewall Sprinkler must only be installed in fittings that meet the re- quirements of the Warning and Tech- nical Data sections. Refer to the System Design section for other important requirements regard- ing piping design. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble varies from ap- proximately 1116 inch for the 135 7157 10 rating to 118 inch for the 36071182'C rating. The sprinkler fitting should be located so that the face -of -fitting to mounting surface distance is within plus or minus 1/4 inch of the sprinkler order length. The remaining escutcheon plate adjustment can then be used to compensate for the possible manufac- turing variations in the take-out of the fittings, as well as in the make -in of the sprinklers (as permitted by ANSI 131.20.1). The F960/0-46 must be installed with a deflector to ceiling distance of 4 to 12 inches. To meet this requirement, the centerline of the sprinkler waterway Ref. Fig, A) must be between 4-5/16 and 12-5/16 inches below the ceiling. The Model F960/0-46 must be in- stalled with the centerline of the water- way horizontal and perpendicular to the back wall surface. The word "TOP" on the deflector must face upwards toward the ceiling. It is recommended that a lightweight spirit level (less than 1 pound), be used to level the sprinkler fitting and the sprinkler Deflector, as shown in Figure D. NOTE The Deflector is angled forward - downward at a nominal angle of 3.5 consequently, the spirit level must be carefully positioned left -to -right, when using it to level the deflector. Proceed with the installation as fol- lows: 1. Apply pipe thread sealant sparingly to the 1 inch NPT sprinkler threads only. Use of a Teflont based pipe joint sealant is recommended. 2. Install the F960/0-46 by wrenching on the Casing with a pipe wrench, whenever the Casing is readily accessable. Otherwise, use a 10 inch adjustable wrench applied to the wrench flats of the Frame. NOTES A leak tight 1 inch NPT sprinkler joint should be obtained with a torque of 20 to 30 ft.lbs. Higher levels of torque may distort the Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to make-up for in- sufficient adjustment in an es- cutcheon plate by under- or over - tightening the sprinkler. Readjust SPRINKLER SPIRIT FITTING ' LEVEL CENTERLINE 6" OR LONGER OF WATERWAI- NIPPLE DEFLECTOR rm u I J. F60/0-46 FIGURE D LEVELING OF SPRINKLER FITTING AND DEFLECTOR ESCUTCHEON, OUTER PIECE E I i PRONGS FIGURE E ESCUTCHEON OUTER PIECE INSTALLATION PROCEDURE the position of the sprinklefitting to suit. 3. After the wall has been installed or the finish coat has been applied, in- stall the outer piece of the Escutch- eon as follows: a. Refer to Figure E and place the outer piece of the Escutcheon over one side of the Deflector with one pair of the Prongs at the bottom as shown in Figure E, and with the other pair of Prongs directly above the Deflector. b. Pass the outer piece of the Es- cutcheon over the Deflector by horizontally swinging the outer piece 90' towards the wall. c. Slide the outer piece of the Es- cutcheon over the inner piece until the outer piece contacts the wall. i DuPont Registered Trademark PSN 60 - TEMPERATURE RATING 940 135'F / 57'C 941 155'F / 68'C 942 175'F / 79'C 943 200T / 93'C 944 286'F / 141'C xxx - x - xxx JTCHEON PLATE FINISH HITE PAINTED HITE PAINTED IROME PLATED S" ORDER LENGTH INCHES DECIMAL FOR EXAMPLE) 025 2.5" 080 8.0" 180 18.0' 185 18.5" 475 47.5" 945 1 360'F / 182'C TABLE A I 48v I 4a.v I PRODUCT SYMBOL NUMBER SELECTION FOR MODEL F960/0-46 DRY HORIZONTAL SIDEWALL SPRINKLERS WITH STANDARD ESCUTCHEON PLATES CARE AND MAINTENANCE I Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100'F/38'C and they must never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers — both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (ref. Installation Section.) If a sprinkler must be removed for some reason, do not reinstall it or a replacement without reinstalling the outer piece of the Escutcheon Plate. If the outer piece of an escutcheon plate becomes dislodged during service, re- place it immediately. NOTES Absence of the outer piece of an es- cutcheon plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system control valve for maintenance work on the f ire protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. NOTES It is recommended that the piping connected to dry horizontal sidewall sprinklers be periodically checked to assure that properpitch and drainage is in accordance with the minimum requirements of the National Fire Protection Association, if the piping is subject to freezing temperatures. A Vent Hole is provided in the Bulb Seat (Ref. Figure A) to indicate that the Dry Horizontal Sidewall Sprink- ler is remaining dry. Evidence of leak- age from this Vent Hole is an indica- tion that there may be weepage past the O-Ring Seal and, therefore, it is an indication that the sprinkler must be removed for determining the cause of leakage (e.g. an improper installation or an ice plug). The fire protection system control valve must be closed and the system drained before remou- ing the sprinkler. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERING PROCEDURE Model F960/0-46 Dry Horizontal Side - wall Sprinklers are furnished based upon "Ordered Lengths" as measured from the face of the wall to the face of the fitting in which the individual sprinkler is to be installed (refer to Fig- ure A). After the measured length is taken, round the measurement up or down to the nearest 1/2 inch increment of 2-1/2 to 48 inches. Orders must -in- clude the description and Product Symbol Numbers. Sprinklers: Specify: (temperature rating) Model F960/0-46 Dry Horizontal Sidewall Sprinkler with (specify type) finish Sprinkler and (specify type) finish Standard Escutcheon Plate and "S" Order Length of (specify) inches, PSN specify from Table A). Contact your local distributor for avail- ability. Replacement Parts: To order a replacement for the outer piece of the Escutcheon Plates, spec- ify description and for use with Model F960/0-46 Dry Horizontal Sidewall Sprinkler, and Product Symbol Num- ber (PSN). A replacement inner piece for the Escutcheon Plate is not avail- able. Chrome Plated Outer Piece for F960/0-46 Standard Escutcheon Plate ................. PSN 56-960.9-007 Painted White Outer Piece for F960/0-46 Standard Escutcheon Plate ................. PSN 56-960-0-007 There is a patent pending concerning certain features of the Model F960/0-46 Dry Horizontal Sidewall Sprinklers. Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A 1t lCO/NTERNAT/ONAL LTD. COMPANY AIR CARGO BUILDING ORLANDO SANFORD AIRPORT FIRE SPRINKLER SYSTEM EQUIPMENT TABLE OF CONTENTS 1.) SECTION ONE FIRE SPRINKLER ABOVE GROUND PIPING 2) SECTION TWO CAST IRON FITTINGS 3) SECTION THREE GROOVED TYPE FITTINGS 4) SECTION FOUR 5) SECTION FIVE 6) SECTION SIX SYSTEM VALVES SUPERVISORY EQUIPMENT FIRE SPRINKLERS ALLIEDZ PIPE SPRINKLER PIPE The Most Technologically Advanced Type of Sprinkler Pipe. Allied XL Pipe is a time tested threadable light wall sprinkler pipe manufactured in 3,14- through 3' sizes and engineered to provide the best in low cost sprinkler protection. Allied XL pipe is suitable for use in accordance with NFPA 13.130 and 13R. and it can be used either threaded or unthreaded in wet, dry. preaction or deluge systems having working pressures of 300 P.S.I. or less. Allied XL Pipe offers superior features to conventional Schedule 40 Physical features and characteristics: Superior hydraulics Used with standard Galvanized exterior couplings, fittings and Greater yield strength valves High tensile strength Recommended paint Exceptionally high finishes can be burst strength applied to Allied XL Light weight Pipe Cost and time savings: Lower sprinkler No special processes system costs or thread sealants Freight savings required for installation Reduced inventory Standard N.P.T. costs threading equipment Reduced waste r i T. Allied XL Pipe successfully met or exceeded all the U.L. requirements and was the first sprinkler pipe to receive unrestricted Underwriters Labora= tories. Inc. listing for approved fire systems having working pres- sures of 300 P.S.I. or less. Tests performed by Underwriters Lab Flexural test: Simulating loading of typical pipe and hanger installations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembly test: Leakage and hydrostatic tests on both contractor threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSI/ASME B1.20.1-1983. Fire test: Simulating wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibration test: Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test performed by Factory Mutual' Allied XL Pipe per ASTM A135 evaluations: Chemical analysis Tensile strength Flattenability Hydrostatic performance Quality of welded seams Allied TUBE & CONDUIT Variations in weight or dimensions Workmanship Finish Marking Joint evaluation tests: Threaded per manufac- turer's recommendation Threaded per observed field practices (Both "drop -head" and "adjustable") Butt welds Flexible pipe couplings on roll -groove -ended pipe Plain -end fittings (Locking set -screw engaging pipe to a predetermined dimension) Plain -end fittings (Locking set -screw engaging pipe to a predetermined torque value) Hydrostatic tests per ASTM A135 on: Threaded assemblies Welded assemblies Hydrostatic tests performed at 4 times the pressure ratings: Plain -end fittings Roll -groove fittings Bending moment tests: Samples were internally pressurized to their rated working pressure Vibration tests: Threaded joints Plain -end fittings (Locking set -screws engaging pipe to a pre- determined dimension) Plain -end fittings (Locking set -screws engaging pipe to a predetermined torque value) Cycling pressure tests: Three similar assemblies were cycle pressure tested 20,000 times from 0-125 P.S.I. 16100 South Lathrop Avenue Harvey, Illinois 60426 312) 339-1610 1-800-8ALLIED a. GrinneU COMPANY 01 5 A Thread strength tests: Allied XL Pipe behaves similarly to ASTM A53 material Allied XL Pipe has a much higher yield strength than Schedule 40 of greater wall thickness Threads are easily cut on Allied XL Pipe No leaking, loosening, weakening or other evidence of failure was detected in any of the above testing proce- dures. Tested against conventional SK40 product Comparative tests summary - Allied XL Pipe vs. Schedule 40 Construction and Instal- lation: U.L. stated Allied XL Pipe is suitable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical strength properties equivalent to or greater than required for Schedule 40. Flexural: Allied XL Pipe passed Schedule 40 flexure test requirements without leakage. Hydrostatic: Assembled Allied XL Pipe, threaded in accordance with ANSI/ASME B1.20.1-1983 can withstand internal pressure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pipe did not leak at or below 600 P.S.I., twice its normal working pres- sure, and did not exhibit any signs of weakness, deteriora- tion or wear at the threads. SALES OFFICES AND WAREHOUSES United States ARIZONAwoven 93017 — OIT VNr TNK.W % — 140R 2774WIi CALIFORNIA O C.rP 97W0 — 795 G.U. W" —161R-7.6001 F:O-Iw 9MI _ 9T 50N, P4 4 A.. _ (7141773•1166 N.,-RO 9.5.5 — 1950 A)N4 wW —1-15) Y7.97W Sacn„r.o MI. _ 471 P.O." 9N0 — ITN ..1.69M COLORADO D.nw, WM — ZITS F.owr, SL — 0071625.7161 FLORIDA U- 3309 — I.-0 My ON6 — n1a1421.r9, GEORGIArv. 30702 — 6-5 Nwe04. D1. Nw _ 140-152-.S M HAWAIIW 9691%-930"o .S.--160919a9-7797 ILLINOIS m4 ,6W:6— 15,00 S..91 NMR.6 S1—(51216-7.1500 INDIANAVnM,.Pae .6726 — 66111 EM Ud R. — 131-16W2.24 LOUISIANA JW%_7M21— 300 J.a-aR, N..,. 6, 1100—ISWI 937.0a42 MARYLAND CO . T0N — 903 Sro-don Rw P4-y —1a01) 70,•9,00 MASSACHUSETTS C4,W, 0M —120 SP—A R6 — Ian MF WO MICHIGANTRW40190 — o em 110.T.10 vw D,. — 0,31297-3900 MINNESOTA B.- go n SS-31 — I= W 9W SI.—161219M•Tla, MISSOURI SI 1— 3110 —1415 Smr1 K.90.9..q — 01.1771.4925 N = L•., 9.110 _ 1930 YMM, — I6,6147.•0600 Fire resistance: The me- chanical and bending strength of Allied XL Pipe provides equivalent resistance to the stresses imposed by fire. Burst test: Allied XL Pipe tested to 9,000 P.S.I. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied XL Pipe would last up to and exceeding 100 years in most automatic sprinkler systems. It is expected that particularly corrosive condi- tions will result in a shorter service life, as it will for Schedule 40••. 9( k Approved r 2 1 Approved Factory Mutual Approved for wet sprinkler systems in 11 thru 7 sizes. Details available in February 21,1984 report by Underwriters Laboratories Inc. ULC - Details available in January 10, 1990 report by Underwriters Laboratories of Canada. ULC approved for wet systems in threaded application. ULC approved for wet-ory-preaclion and deluge systems in unthreaded application. Specifications, descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. NEW JERSEY IMNro NYC At") L- M P.n 0700S-A0--W kW-RMISWOMO NEW YORK 1pLlyp„ l.Mi _ 1a.6IRwr.•7.w. — R1614.2.70M NORTH CAROLINA C, a,N,N 2E206 — NT w.r M"hud A — PW I a76-4a1 OHIO C-c- .5237 _ 1025 Lod- h.. -1111T 2-2.0..0 C4w1w 4.,w-,2w•50 Ear S9a S, - in$)-31.4311 OKLAHMA 16- 72.5 - 4114 S.w, 7p1 EM A.9 - WR 52246060 OREGON PyNro1-210 — 32-0 N.V." 2W Ave. — I5031 ZZ}T,O, PENNSYLVANIA Foe RS — Rn316304M P, b-r ,327J — 132, R4p. a-P —1•,21 a2 4w TENNESSEE 76,17 — a15 CI.I.W4 S. — M11.52-3106 wa, w+N 377.0 — 1a17 E- m4 P4. — I6,512—NO TEXAS vv, 0 TVA1 _ N75 EM P—II Dr" —1214) 439-14 11. v.on T7w, - 999904 C.r.m R0 - R17167S4a7, VIRGINIA NvoXiW-I.=9.o."9N0-IM-1627.OEW R4Nro4 r4m-4a29 E~*Rr-RO/17 -00 WASHINGTON KM 9Ma7 - W2 50. 196a, Sl — Om to-qu Lary- w f667J - TS 0agn -FAR 4:5.4W WISCONSIN Md- N.W S3270 — 1019 wM SL PrA Ave. —14141 "?.M00 Canada ALBERTA Eo TSO 0wS $ aW 12M SL-14=-52•M.1'3.5. BRITISH COLUMBIA Non.-,* VST ZV- _ A60 K-- M AO - RW, 760.1551 ROft- 0 V6V IV7 — 38M V44q War -16WI ZTa.9211 MANITOBA w. M"Ram on-7r7 Corny SL-")T74•3401 NOVA SCOTIA O. nnwn 639IPS - 20 Vd" 01. - I= "9.972, ONTARIO Twm MY ZCSE7 0 NOT 0~ SSLu W612RS- 11 S. n.-NTT M-T, C.- o"S,-D1a me. MC 5w ,• 7E S 5-127S K4., LY Row -fine 6:,.9dw OUESEC MO m-,V6-3M J.M T~5,. N,.r-ISN13A 2'W SASKATCHEWAN P49n SLR awl - 29S W SL —1305) 54141 a6S..•_ — 57K $85 — 590-470 SPM E — Ia061 T42 6746 n Grinnell.. SUTPLY SALES COMPANY TOCM C01 SuppWVMVk0"/_"n S. C97 1341 EI1n..wd A.OnW G7amwn, RI 02910 1401I 941.OM G,- T96 CO.ppWOM Ea9Cwv9 O11K:9! 7 TyCO Pall EAeM. NH 079aJ - 16091779.920C ALLIED SUPER FLOTM ENGINEERED LIGHTWALL SPRINKLER PIPE The Most Technologically Advanced Type of Sprinkler Pipe. Super Flo Pipe manufactured by Allied, represents the latest technical advancement in light wall sprinkler pipe for low cost sprinkler protection. Super Flo Pipe is manufactured in 1' through 4' sizes to ASTM A 795 Type E, Grade A. for a maximum working pressure of 300 psi. UL and ULC listed for use in wet, dry. preaclion and deluge systems. FM approved for use in wet systems. Allied Super Flo'" Pipe offers superior features to conventional Schedule 10 Physical features and Useable with standard Cost and time Standard hanger characteristics: Superior hydraulics grooved couplings. fittings and valves as savings: Factory roll grooved spacings Standard equipment Black exterior finish well as plain end ends for welding and Substantially greater fittings (to applicable Available cut -to- grooving yield strength Very high tensile listed, approved working pressures). length Freight savings strength Available in 1' through Light weight 4' sizes Engineered for welding Super FIoT" Pipe represents the latest technical advancement In light wall sprinkler pipe. Ideally suited for use in most sprinkler system Installations,. Super Flo offers advantageous hydraulic design capabilities. Light weight but Incredibly strong, the precision - engineered Super Flo light wall sprinkler pipe allows for ease of handling to facilitate Installation, at significantly reduced labor costs. Complies with ASTM A 795 Super Flo Pipe is manufactured to ASTM A 795 Type E, Grade A standards. Coating Super Flo products are coated with an environ- mentally approved and specially formulated modified acrylic coating that is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Fabrication Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding, and roll grooving. No special process or equipment are needed for fabrication and installation. Flow Characteristics Larger inside diameters provide Super Flo with superior flow characteristics. Significant improvements over both Schedule 10 and Schedule 40 lend themselves to hydraulically calculated sprinkler systems. The table below shows the differences between Super Flo, Schedule 40 and Schedule 10. Economical Benefits Super Flo is offered in both plain and factory roll grooved ends. Special cut to length orders are also accepted for Super Flo pipe. Physical dimensions allow use with approved/listed standard plain end fittings as well as grooved couplings, fittings, and valves. Standard hanger spacing requirements are permitted for Super Flo pipe. Size range is from 1' through 4'. UL & ULC Listed/FM Approved Super Flo is manufactured to ASTM A 795, Type E, Grade A requirements. Listing/ Approval included the following considerations: 1. Flexural strength 2. Fire resistance 3. Sidewall burst strength 4. Vibration resistance 5. Corrosion resistance 6. Joint strength 7. Hydrostatic strength 8. Welded outlet strength Copies of laboratory approval reports are available on request. SUPER FLO FRICTION PSI/FOOT) LOSS C-120 PIPE WEIGHTS/FOOT NPS I.D. In. O.D. In. GPM SUPER FLO I SCH-40 SCH-10 1 SUPER PCS./ FLO 1 LIFT SCH-40 SCH-10 1' 1,197 1.315 40 2467 4691 3773 791 91 1.68 1.40 11/: 1.542 1.660 100 3915 6721 5426 L1.008 61 2.27 1.81 11k' 1.752 1.900 120 2945 4445 3592 1.404 61 1 2.72 1 2.08 2' 2.227 2.375 150 1384 1989 1616 1.769 1 37 3.65 2.64 21h' 2.727 2.875 300 1860 3018 2198 2.211) 30 5.79 3.53 3' 3.352 3.500 500 1752 2696 2006 2.705 ) 19 7.58 4.3314' 1 4.352 4.500 750 1040 1520 1154 3.486 19 10.79 5.61 Allied SALES OMCES AND WAREHOUSES Canada United States ALCOVITA nc17f7-sw oo•s a•n-IM}tr M Fl, va, TSOOMS -117M Rr, R - IMA a57•r.r TUBE & CONDUIT AR1^ ZONAA _ su1 Mel T10 M _ 17osI m{soa NEW JERSEY (Metro NYC Ar") BRI ISH COLUMBIA Irs., MOraS-nSw lr.1AM -Pml a7aaaoo 111T.n•VaT,7.-7SW K•wp71 Ka-RaI CALIFOR711A ( 71r+ r NEW YORK wr+ wv+vr m - 7oao w V'r+r - leal 16100 South Lathrop Avenue ° r1•d-itl7-1w U.- r"-m""t-ra" MANITOBA FA~ MIX -1.17sw.Yor.r Ave - Ir1.1 rr11Na w..Ne Re, 01Q - Tn C.r•.7> - t7a1 n..yn wr•. r•pSU-1r•••..r-I•,M MTerw NORTH CAROLSU\ Harvey, Illinois 60426 sn-..1.N-wR..•»-m.l"r+.• o.r.l.a>o.-1..^w°'-tro'1"""' N°"ASCOMA ONIO o. rn+w an VS - l0 wets a. _ t•ID.a am 708) 339-1610 o..-1102m_:•n•••••,}_1=1M-,,n .e. c4$"7_,st.e..._Kla:.o-0." ONTAW L1w.rd"w0- 1a.•r Fr1Mw}-ITw AT1yn Ift'"u.+(7E 7Y.-.ro s.•.., 9.-I.NI r..az RONOA 1-800- BALLIED1.•. 7714119-"0IIII"..11N-14-31U-9, OKLAMOMA ,-„p„oo- V. C.,•sr al_ 151% ws.'MN CIEOROIA L. unip, -. 11a $.,•, row 7.• ww -1Rw a77 rr ,,may, rx Zia -MIS 1M/ 1/'. b.a - Irr17n•ra n • Yrr wm. - W -1.r.M. P. -r-. _ I.al fJ.•70, OREOON A Grinml.It.DMPANY NAWAII ... 1r1%-77M ten+•tw,.w-PG717bnP O11ieb"1w M-3no uw 7Lvw-ISM YT 0.LN01S rrm _ F w w,wr,- 71.1r+. - 1.aw W raa PENNSYLVANIA SASKATCWWAII sees.., "M - 011 1" N -,AN Y•a.aa R,Pr W7gr _ it W } _ 17r11.»•17. s-r, N7i7 - 17T-•.a•... - I•,R II1NW Sr.p, _ Sn1 ar -1m.rw }... E - 17a•' -•` .r' D1ANA YENNESSEE ws M7r - rN W asa } - 1317) 401•7.74 7 .36,3 aGeff LOUISIANA 777N_ q,74n1MI•._ R,w7"•7.,7lAft, "a,-700 J.rrr,-,,•r7,-11w-qa1 Alf4W TEX" rinntoo-an1rs`r.,R..f"-(=Iy1• I1..e,Tram_rwCMcornK- tn11arwn SUPPLY SALES COMPANY MASSACMUSETTS VMONIA Cre1ISM - go 11 ..w. 1N - R171 8264M 1..s• ar- -14M 110m s, M4 - Nat Q/Moo Twhwd SWPWVMN%Mj„ DN gn Sor,r eves MICNIOAN P .-A,'ja1 _ 43" a -WA M - W-1 ZZ241" 1311 EV"wood haraM Iftw MNo- 7N" 1. br.•rn.10, -Im71 aa17ew WASMNOTON 11.n IM - R17 s• inn 9L - Raw al.wn Creston RI 02910 MNNESOTA lopes 7aa7r - 7N tl•yr - RO71.a..w 1401 N14S000 mr,,.,p•r,1N11 - 17m w 77., } _NIT M.•Tm 1 MM WI$CONSN ISSOU a L- 41 - NN 11 w A.or.y..w - M. n.+w Nr.M Y7a, - wew- r } I.J r. _ 1•,•1 rramo Gn1rnS C•rparallml Ea•c1Ahw Olnc• Cq "1N 19141 .7. 460 7 Ifin Pw% rorr, NM --1ea11770-"00 ISM ISMSP PRINTED IN V.SA/ c '1 I it '• J? rp wslr {- ..-I vvj 1-. -- r1°i„'Wf`'t tit'<f f r r 7 tt K ; .M 't :'f4't(y l'.'.t` '" t•(? C -< ,lr '%+- r "YY.`.', i £ ` 1 r qy, 1'..,, R 'Y.M,`I ti 7.vw "lr l r 7y.S y.,_t^.'r1r Allied Light Wall Pipe is a quality domestic manufactured product with exceptional physical characteristics and advantageous hydraulic design capabilities. Ideally suited for use in any sprinkler syste n installation, Allied light wall pipe is a proven performer that complies with the exacting standards of ASTM-A135. Lightweight but strong and durable, the precision -engineered Allied light wall pipe allows for ease of handling to facilitate installation, at significantly reduced labor costs. Complies with ASTM-A135 standards Allied light wall pipe meets the precise requirements of ASTM-A135 governing tensile and yield properties, toler- ances, material composition, etc., as well as Allied's own exacting standards of consistency and quality. Reduced weight with increased strength Allied's unique in -line cold forming process produces a work hardened light wall pipe with exceptional tensile strength. Allied light wall pipe averages 30% greater tensile strength than the minimum requirements of ASTM-A135 grade A) and is resistant to permanent deflection. In addition, the superior quality steel used in the manufacture of Allied's light wall pipe meets the ASTM-A568 requirements for carbon and high strength, low alloy steel. Ease of handling for cost efficiency The lighter weight of Allied light wall pipe assures easier handling, resulting in reduced installation costs and considerable freight savings. Flexible design for maximum engineering capabilities Allied light wall pipes larger inside diameter provides increased water flow and volume, which can reduce pipe sizes required for many installations. Cut -to -length pipe availability also assures greater system flexibility, since systems can be engineered minus the installation restraints imposed by standard pipe lengths. For further flexibility, Allied light wall pipe is specially designed for use with either plain -end or grooved mechanical fittings. Trade Size OD ID Nominal Wall Thickness/ Inches Nominal Weight Ft. Bundle Sizes PCs. per Bdle. 1" 1.315 1.097 109 1.40 91 11/4" 1.660 1.442 109 1 1.81 61 11/2" 1.900 1.682 109 2.08 61 2" 2.375 2.157 109 2.64 37 21/2" 2.875 2.635 120 3.53 30 3" 3.500 3.260 120 4.33 19 31/2" 4.000 3.760 120 4.97 19 4" 4.500 4,260 120 5.61 19 5" 5,563 5.295 134 7.77 7 6" 6.625 6.357 134 9.28 7 8" 8.625 8.249 1 .188 16.94 1 7 ie TUBE & CONDUIT 16100 South Lathrop Avenue Harvey, Illinois 60426 708) 339-1610 1-800-SALLIED a. Grinnell COMPANY Versatile Allied light wall pipe has been tested and qualifies for use in automatic sprinkler systems, meeting the requirements of NEPA 13, 13D and 13R. Allied -light wall pipe is available in the following sizes: Trade sizes 1" thru 4" in lengths 21' & 25' Trade sizes 5" thru 8" in lengths 21' only Specifications. descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. CanadaSALESOFFICESANDWAREHOUSES United States ALBERTA C.grT T9C lab - 99W 70e, P.. SE 0w 7 _A). T7:•5.5, EO,aw,TSO0w5-+1y0+90T,A-Iw7..5t96.• ARIZONA r1a,.r SW7-7171 Yw.1 11,a.nro-15071772-SM NEW JERSEY IMetro NYC Area) Lvcd. .n WO7S- 99 kV- 090 R.-1AO 696.0600 BRITISH COLUMBIA w, oV%T 7Y4-2NO Kw wm R4_6F, •>+'•f1` CALIFORNIA NEW YORK 1lcrnad vsv lVT-se06Y+.e 9m-i60.. T7.Tr• EIC."., /70TD-Tss D.a. YM-16,91..7.s0O, F„wa, ri6Y - sOl S„um r"nma are - 1: ul 7T7.1155 71ar- wOr _lye r..w.NT •'•• - ITW. 1.7W0 MANITOBA Y+•••i•e W OW -77T CaerTA-'T.."•'7•• NA-rs MS. S-1950.".n1Vq-H151M7-9T00 S.c1n^e.+ 9 95e14- .71 Q4. OV e,rs-19,61-1.690, NORTH CAROLINA C.. a Mae - 1.71 wr M.0-0 5. -MA, 774u7, NOVA SCOTIA COLORADO OHIO D. Vr *e7e+s-99 vne.P-:9u K6, De.re• scrot - 21-5 -."en- 5, - 13071 R5-I,., C--ii-.5237 _ 102S 1..~ •w - 1517.0 6ew".n Y,pj _ 179.•96 Ear uw 5,.-11 t.7-0..Y+7•• ONTARIO51"1W GM. L9E iv9 - ITO k.,,v^ S, - .' • .7:: FLORIDA Ta..pa 77iN- wW WwroMs-16,A6t,.,:5: OKLAHOMA aEr .+.-19.6:s9.60W T9.o.O Wisp- 10 Mp9,dw^4-r,, •••.• TGe-9+Cr•e5-..:.:'-.•:_ S5,mnu"T GEORGIA 7A7l..:i 7EPS - IMKeeWeu707,6 - .51"e 0. wI.W. St5:, OREGOT wVIVO -7t.0w2" 50M1101 OUESEC ....: MI AWAI NW .96519 - 970 M.,w^awrn y, wl - Iek1 N9.7777 PENNSYLVANIA l6o•e.l wr r9e - SMO Je", T. So v rr •-.. SASKATCHEWAN ILLINOIS r 90.i6-'POO 5w . ""65,.-13, 719. 7• 1SOO to Fae w--1VS1676a500 rmn,.V ism -10V Ae9e M.-WWI 791i5.. R. e•1•ke7'N7-9p lY 91-17061 kM.m,-eTK 595' Sp5..7F15uewE- INDIANA Mrla9aq.9rt6 - M+s am77v9 S. - 017 M- 2-94 LOUISIANA TENNESSEE 7611E - M5 CW14WWd R - Idtn165:•T011 eaN. M 7TJW-AI7 p.wn.-R+sl7..•7917 Grinnell Je._ 7W„ - 700 Jok- M.T. sr..1100 _ twis), 4W MARYLAND Cen 710Y - 93ei S.o.aw, l6.v r..r - 179n 76,.1,00 1.w TEXAS O TSc61 - 9.95 Ear rawD.-e - W.1 Qe...1. T700, _ 9A90n C~ R6 - A17197Si7T1 SUPPLY SALES CO t PA.i MASSACHUSETTs C..w102M - 120 S,r.„ 1K P4 -161 n et6 66: 7 VIROD/IA VIRGIN N"a• t55W - 1yp k41w b.s- 16k16:7.6900K.,e.ion077TJ,_a7el E ov. R6-16Wi rlt eiW TKMR9151gpWVMark99nq DeLq^ 5...:*i MICHIGAN WASH WGTON 1341 E9"nood A%vnwe y a M19D - 9+633 T1aer 6wwa D• - 131N :v7 790^ 111= - 6t+t k 19 W S.-1i0019SI.VAS CT91151011, RI 00 O r MINNESOTA L." . Me - VS 09.1•a• -11011 .7!•+ v. I401961-W00 ei- - c. 5S.31 - 170, re W. S. -1012, y5,..,)' WISCONSIN MISSOURI •:..,.; V.....M 11=3 - 1010. St ru G,.W8 Cw Waon. EKecove 06 C' A Low.Jn0 - Np fw.w bpsngn.ar - A14. Grinnell pressure ratings, psi (saturated steam: 125 l liquid 3 gas at 150° F. 175 cast iron threaded class 125, (standard) pressure ratings, bar saturated steam'. 8.6 liquid & gas at 65° C: 12.1 Grinnellstandardand extra heavy cast iron threaded Grinnell standard and extra heavy fittings in this fittings are manufactured in accordance with ASME section, sizes 1/4 NPS/8 DN - 12 NPS/300 DN, are B16. 4 (except plugs and bushings, ASME B16.14). included in the "List of Inspected Fire Protection Dimensions also conform to Federal specifications, Equipment and Materials" issued by the Underwriters' WW- P-501 (except plugs and bushings WW-P-471). Laboratories, Inc. weight ( approx.) each elbows size A B fig.351 black fig.351 gaiv. fig. 371 black NPS DN in mm in mm lb kg lb kg lb kg 90° elbow '/+ 8 1/2 13 13/16 21 .16 .08 .17 .08 - - straight: fig. 351 3/e 10 9/16 14 15/16 24 .25 .12 .26 .12 - - 1/ 2 15 " /16 17 1'/e 29 .40 .19 .41 .19 - - 3/+ 20 13/16 21 15he 33 .60 .28 .61 .28 - - 1 25 t5/16 24 1'h 38 .92 .42 .95 .44 - - 1'/+ 32 1'/e 29 13/+ 44 1.44 .66 1.46 .67 G - - 1lh 40 15/16 33 1'She 49 1.95 .89 2.00 .91 - - 2 50 19/16 40 21/+ 57 3.13 1.43 3.21 1.46 - - flanged and threaded 21/2 65 1i3he 46 2"he 68 4.94 2.25 5.13 2.34 10.22 4.65 10 fig. 371, 3 80 23/16 -56 31/e 79 7.21 3.28 7.40 3.37 13.25 6.03 4 100 2"/,6 68 3i3/,6 97 12.17 5.54 12.67 5.76 21.56 9.80 5 125 35/,6 84 4'h 114 21.46 9.76 - - 28.13 12.79 4:_-tA - 6 150 37/e 98 51/e 130 31.33 14.24 33.33 15.15 40.50 18.41 i I 8 200 53he 132 69h6 167 64.56 29.35 67.14 30.52 80.06 36.39 B A Nominal Pipe Sizes of 4/100 DN and larger have two holes tapped for stud or tap bolts. A: center to end of pipe B: center to face of fitting 450 elbow: fig. 356 size A B black NPS DN In mm In mm lb 8 h6 11 314 19 16 3/ e 10 7/,6 11 he 21 23 1/ 2 15 7/1e 11 7/9 22 37 flanged and threaded fig. 372 3/+ 1' 20 25 1/ 2 9/ 16 13 14 1 1'/ e 25 29 55 83 11/+ 32 5/e 16 1'h 32 1.33 1'/ z 2 2' h 40 50 65 13116 1 1716 21 25 27 Vhs 1' he 1' 5/16 37 43 49 1. 79 2. 89 4. 29 3 80 13/16 30 23h6 56 6.44 3' h 90 13/3 35 23/s 60 8.42 4 1 100 19/,e 1 40 25/a 67 10.64 5 125 1'/6 48 3'he 78 16.96 A: center to end of pipe B: center to face of fitting 6 150 23h6 56 13'he 87 26.02 8 200 2'/e 73 41/4 108 50.17 1 NPS/25 DN size available in 1 NPS/25 DN x'/2 NPS/15 DN reducing size, black or galvanized. weight ( approx.) each fig. 356 fig. 372 gaiv. black kg lb I kg lb kg 08 17 08 11 17 38 17 25 56 26 38 88 1 40 61 1.36 62 82 1.83 84 1. 32 2.96 1.35 1. 95 4.35 1.98 2. 93 6.65 3.03 3. 83 4. 84 11.22 1 5.10 19.88 7. 71 17.38 7.90 11. 83 26.19 11.91 35.31 16.05 22. 81 52.00 23.64 64.41 29.28 pf- 63 cast iron threaded, (class 125) Grinnell pressure ratings, psi 1 saturated steam: 125 liquid & gas at 150' F: 175 E 0 pressure ratings, bar saturated steam: 8.6liquid & gas at 65' C: 12.1 w9t. (approx.) each tees size A 8 c D E F black galvanized NPS DN In mm In mm, In mmm MM in I MM In rn Ill I k9 lb kg straight tee Ih 13 k I 1h 122 13/,6 5 fig. 358 14 Z I V! 1% 7 he r s 56 SE 70 She 21 6 21 I's 212 Ilk 3*, 11•t:e 84 Bj 2-5 11,6 2-1 4 he 21 Vh I Ih 17: 3c 1.25 Z 7 1.31 32 I'll 29 VA, Vh 29 1% 4; 2.03 El 2.07 1'/,, 33 Phs 35 Ilho 33 I'll's 11 1,51,6 e I'll's 2.70 1. --: 2.72 E 2 2'h VN VIN 40 E PN I%f E I ti'l VVIS j 2% TV% 21h 2"N 5- 2.4 2-h4 57 cc 4.23 6.671 i.K 3 % 4.33 6.79 3 24,s 56 2'is 2'1,s 31.j 7i Th 7,; T.'s 7S 10.00 0' 16 Th so 2'1!s 62 2*1,o K' 27% 62 3hs 2- Va 87 3'1,o 87 13.29 1 1382 C 4 1 1: 2"N E: I 2"N 2"/,s 31, 311, SE 3k', 9: 116-33 71' 16.991 5 6 8 125 140 Xl' The 3`4 51's S-' 98 132 Th s 3*/, 531.4 6- 92 3/,4 A ON ej S? 41h 51/9 Who 1; -- 13ri 1; - 4:h 51/1 O's 1:4 13C 1j7 C', 5'4 61/16 11%C 167 27.33 40.85 79-00 5 z-, S: 27.61 41.40 81.25 A, B, C: center to end of pipe D, E, F: center to face of fitting reducing tee fig. 359 15 1/i 15 1 1/4 10 8 h: 1/1 17 I h: V. 7 171 s 19 21 11/9 1,i 29 2S I'A Ili 29 29 Vh Vi 29 29 57 57 25 2-1 L. 20 I 10 he 116 17 17 he AG 17 I - 6 No 21 22 On 13io 3C N: P"s Vie 30 30 1% 1:. 32 32 76 75 35 35 K 8 IN 14 As I. 1 22 VA# 27 Ins 27 II)s 30 62 29 15 1h 20 15 141,o As 2 1 17 As he 21 7 A s 9A s 21 1, 2e IAs R 3-. 30 I "1 1 1i 32 29 Ilis 1 33 32 75 64 3- 29 AMP 3: 20 41. 21 A s A * 21 1% 33, 1%, 32 Vie 33 791 36 1 h 15 h 15 20 11is 21 94 21 he 17 1 32 1 "A 32 04 30 68 31 34 20 I'As 21 94 21 s 22 136 3= IS 35 1',;6 37 1.11 51 1 24 h 15 he 17 he 17 A s 24 I'A 32 1',4 32 Vi 35 1.01 46 1.03 1 1/1 8 17,6 17 I's 17 1'b 29 1% 32 VA 32 1 Vi 35 1.01 1 25 sG 2-' is 2- A % 21 1% 5; 17AS 37 C, 38 113 1 25 h 20 i. 20 9is 2' m 21 o 21 Ili 35 1`4 33 11 7A. 37 11:00 16 1h 15 he 17 he 17 A s 22 1 YA 13is 30 Vi 35 891 41 1 25 Ys 24 A s 24' A s 21' 11, H Ili 35 Vh 38 1.08 49 I 20 s 21 A s 211 s 2J 1 !.i 31 1 Y. 32 17As 37 91 47- D 14 15 he 17 N Z I'As 21 I: 32 1 1346 1 36 Ili 3519041 A B Cri 8 1 25 As 21 As 2. V,, 21 V* 36 V, 32 Vi 38 1.08 49 14 20 15 1i 2r, 1: 1 25 IAs 24 25 s 1 21 25 346 9is 21 2 I'As Vis 37 37 IAs IAs 37 37 Vj I j 35 35 99 IM Ai 1 25 5 21 As 21 Pi 29 Oil 4-I IN 10 1 "As 43 1.73 791 1 32 3: 20 s 21 9is 2' 1 116 20 VA6 3 : I is 37 14 Zi 1 .57 72 A, B, C: h 15 A e 17 5is 29 1 Vs 33 IN 35 1 lie JO 1.47 67 1n 32 10 29 VA Z-- 1'i 2? Vi 1! 1/, 1?: 1.79 87centertoendofpipe D, E, F: center to face of fitting 14 2 I I 14 25 20 5 6 6 1,.13 24 21 to 6 I 2-* 13 Vi v, 2'-1 2-- V,i IN 1,4 151 Vv% 1.53 1.36 1.27 7., 62 1.56 1.30 IJ, V! 11, 1.73 i 1.43 K a 9.,6 15 11,4 Vs 1.27 56 15 1 'A 32 V4 29 Vi I Ili 2' IN 11,6 1 1.64 75 1 25 o 24 A s 2-1 1116 29 1% 115 3:11 is 1.38 63 I 15 A s 2 A s 2' VA S I 'A 1 37 I1N4 37 isi 1.00 a I I'a 32 1:1 2 V! 1.491 H pf-65 Grinnell cast iron threaded, (class 125) coupling hex coupling fig.366 ' across flats weight (approx.) each size A 1 B C black galvanized JPS I DN In I mm In mm In I mm lb k Ib k 1 25 11% 1 49 1"/16 43 '/16 1 14 .82 .37 - - reducers weight (approx) weight (approx) each each size ® ick size A 13 black Nis ON - NPS DN In mm In I mm Ib by NPS DN Ni5 I ON In mm In mm • concentric reducer '20 'h 15 'h 16 1'/6 1 40 .40 .19 2 50 1 25 ON 65 2.98 1.36 fig. 367 1 25 / 20 7/1e 11 1'h 38 .63 .29 Zh 60 1'h 40 1, 19 2 51 3.10 1.41 h 15 "/1e 17 1"/1e 43 .54 .25 1 2'h 65 '%6 24 2"/16 71 4.40 2.00 1 25 'lib 24 2% 54 1.07 .49 3 80 2 50 1'/16 27 2'/, 70 3.96 1.801'/4 32 35 20 1 25 2% 54 1.07 .49 % 20 "/16 24 2ii 63 4.31 1 1.96h15 '/16 14 1 % 41 .84 .39 1'/, 32 1 25 2'% 57 1.45 .66 4 too 3 80 1'/16 27 T4 79 7.01 1 3.19 1 25 'h 13 131 44 1.50 .69 2'h 65 1'/ie 30 3:6 79 7.78 3.54 A 1'h 40 20 'h 13 1% 41 1.20 .55 2 50 13ie 130 12"Asl 75 6.50 2.96 h 151 Y6 11 3 1 % 41 1.00 .46 5 125 4 100 1'/16 27 3% 1 84 10.48 1 4.77 1'h 40 'h 22 2'/1e 56 1.98 .90A: end to end of pipe 1'% 32 "/e 21 2%54 1.78 .8t 5 125 1'6 29 39+e 90 15.53 7.06 B: face to face of fitting 2 50 1 25 3% 19 2 51 1.83 _84 6 t50 a 100 Ill 29 31,6187 13.83 6.29 C. hex end 16 20 19 2 51 1.. 8 200 6 150 1 i 32 3'6 98 29.10 13.23h15h162512.0000 .9191 weight (approx.) each size A B® black galvanized NPS DN NPS DN in mm In mm lb kg lb kg eccentric reducer '/4 20 'h 15 'Fe 14 1'h 38 .45 .20 - - fig. 368 1 25 1/, 20 1/6 11 114 38 .61 .28 - - h 15 h 13 1 /16 37 .57 .26 • • 1 25 'h 13 1'%6 43 1.00 .46 • • 1'h 32 -1b 20 'h 13 111 41 .90 .41 - - h 15 '/16 14 1 % 41 1.00 A - - 1'/ 32 % 16 11h 48 1.26 .58 • • 1'h 40 1 25 'rib 14 1'h 44 1.21 .55 - - 20 '/15 14 1 "As 43 1.17 .54 - - h 15 "/,e 17 11/4 44 1.11 .51 - - Vh 40 'b 22 23A6 56 1.93 .88 • • 1% 32 14 21 2 6 54 1.87 .85 - - 2 50 1 25 '%1e 17 2'/1e 52 1.86 .85 - - 20 '/4 19 2 51 1.83 .84 - - h 15 1/4 19 1'%$ 49 1.80 .82 - - 2 50 1 25 2'/e 65 2.95 1.34 • • 2'h 65 1,h 40 % 22 A 60 2.94 1.34 - - 1 /. 32 % 22 2% 60 2.80 1.28 _ - I 1 25 14 21 2% 57 2.74 1.25 2fi 65 'Vie 24 Vie 71 4.80 2.18 • • 2 50 1'% 27 2'h 70 4.61 2.103801'h 40 "/6 24 2N 65 4.16 1.89 - - 1 32 7166 24 VA 65 3.80 1.73 - - 1 25 'h 22 2'/16 62 3.95 1.80 - 3'h 90 3 80 "/,e 24 2"/1e 75 6.04 2.75 • • 2 50 1'% 27 23/4 70 5.23 2.38 - - 3 80 915 27 31i 79 7.64 3.48 • • 21h 65 1 n 29 3'4e 78 7.26 3.30 - - A: end to end of pipe 4 100 2„ 50 13•-, 30 21;6 75 6.91 3.14 - - B: face to face of fittin 11h 40 Va 29 2114 71 6.61 3.01 - - 9 1 G 32 1 %e 27 21b 70 6.58 2.99 - - 1 25 1 %6 27 2"/1e 68 6.83 3.11 - - 4 100 VAS 27 V6 84 11.19 5.09 • • 5 125 3 80 1'% 27 3'% 83 11.44 5.20 - - 21h 1 65 1'h 29 3'/+e 81 11.38 5.18 5 125 1 % 29 3'/1e 90 18.00 8.19 • • 6 150 4 100 1 "6 29 P14 87 15.36 2.44 • • 3 80 1'/1e 27 3'n6 84 14.66 6.67 - - 1 8 200 6 150 1 io 32 37e 98 28.04 12.75 • • 5 125 1 SIe 33 V3 95 28.14 12.79 - - 6 Dimension "B" does not conform to ASME Standard. 9 Not stocked The Fig. 7000 Coupling is designed for applications requiring moderate internal pressures. The Fig. 7000 Coupling is approxi- mately 30% lighter in weight than the Fig. 7001 Coupling, and allows for working pressure ratings up to 600 psi 41.4 bar). Fig. 7400 so c, Rigidlite Y _Z LLit i I i X i i The Fig. 7400 Rigidlite Coupling from Gruvlok is specially designed to provide a rigid, locked -in pipe connec- tion to meet the specific demands of rigid design and fire protection sys- tems. Fast and easy swing -over installation of the rugged lightweight housing produces a secure, rigid pipe joint. The Fig. 7400 Rigidlite Coupling is UL/ULC Listed and FM Approved for 175 psi (12.1 bar) fire protection ser- vice in both wet and dry systems with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. The Figure 7400 Rigidlite Coupling is available with the EPDM "C"-style gasket or the Flush Gap"' gasket. The Fig. 7400 Rigidlite Coupling is intended for use in fire protection sys- tems with a maximum ambient tem- perature of 150e17 and installed in accordance with NFPA Standard 13 Sprinkler Systems". ' Figure 7000 / 7000S Coupling Nominal Size Inches Pipe O.D. Inches Max. Wk. Pressure PSI Max. End Load Lbs. V. RangeOf Pipe End Separation Inches rm Deflections from Coupling Dimensions Coupling Bolts Approx. Wt. Ea. Lbs. Per Coupling Degrees Pipe in./ ft. X Y Z Oty. Size Inches Inches1 1.315 600 815 0.1/e 5'-26' 1.14 25/e 41/+ 15/+ 2 Wex21/+ 1.3 11/+ 1.660 600 1,299 0-1/e V-19' 0.91 23/+ 0e 13/+ 2 Vex2'/+ 1.4 11/ 2 1.900 600 1,701 01/e 3'-46' 0.79 3 45/e 13/+ 2 3/021/+ 1.5 2 2.375 600 2,658 0.1/e 3°-1' 0.63 31h 51n 13/1 2 3/ex21/+ 2.1 21h 2.875 600 3,895 0-'/e 2°-29' 0.52 4 53/+ 13/+ 2 Nex21A 2.3 3OD' 2.996 600 4,230 0.1/e 2°-23' 0.50 4 61/8 13/+ 2 X21/+ 2.3 3 3.500 600 5,773 0-1/e 21-3' 0.43 45/P 63/+ 13/+ 2 1hx3 2.9 31h 4.000 600 7,540 0-1/e V-48' 0.38 51/e 7% 1N+ 2 1hx3 3.1 4 4.500 600 9.543 0.1/+ 3•-11' 0.67 57/e 8'M 2 2 1hx3 4.6 41/+ OD' 4.250 600 8,512 0-1/. 3'-22' 0.70 51/2 75/+ 2 2 hx3 4.0 5 5.563 500 12,148 0-1A 2°-35' 0.54 7 95/e 2 2 5/ex31h 6.1 51/+ OD' 5.236 500 10,766 0-1/+ 2'-44' 0.57 61h 91/e 2 2 5/ex3'h 5.7 5. 500 500 11,879 0.1h 2`.36' 0.54 65/+ 95/e 2 2 5401h 6.0 L 6.625 500 17.236 0-1/+ 2`-10' 0.45 8 11 2 2 X31h 8.1 6. 259 500 15,384 0-1/+ 2'-17' 0.48 71h 103/e 2 2 5/e-31h 6.7 6hOD 6.500 500 16.592 0.1/+ r-12' 0.46 75/+ 103/+ 2 2 5/031h 7.0 8 1 8.625 500 29,213 0.11, 1°-40' 0.35 lOx/e 131/+ 2% 2 5/+x41h 14.2 Couplings designated as the 7000S in these sizes Figure 7400 Rigidlite Coupling Nominal Size Inches I Pipe • O. D. Inches Max. Wk. Pressure PSI Max. End Load Lbs. Range of Pipe End Separation Inches Coupling Dimensions Coupling Bolts Approx. Wt. Ea. Lbs. X Y Z Oty. Size Inches Inches1 1.315 175 238 0-1/e 2'/+ 41h 1314 2 3/ex21/+ 1.2 11h 1.660 175 379 0.1/e 25/e 45/+ 13A 2 x21/+ 1.3 11.- 1.900 175 406 0-1/e 2'/e 45/e 1>/+ 2 Wex21/+ 1.4 2 2.375 175 775 0.1/e 31/+ 51/2 1>/+ 2 5/ex21/+ 1.6 21h 2.875 175 1.136 0-1/5 31/e 6 13/+ 2 Nox21/+ 1.9 3 OD I 2.996 175 1,234 0-1/e 4 5'/e 1 y+ 2 5/01/+ 1.9 3 3.500 175 1.681 0-1/5 4'/z 61/+ I 13/+ 2 5/ex2:/+ 2.1 a I 4.500 175 I 2.7a3 0-'/+ 5% M i 1' a 2 5/ex2-/+ 3 1 51/ 2 OD 5.500 175 4.158 0.1/+ 63h 9'/+ 2 2 1/24 4.5 5 5.562 175 4252 0.1/+ 61/e 91/+ 2 2 hx3 4.6 61h OD 6.500 175 5.807 0-1/+ 75/+ 2 2 hx3 5.5 6 6.625 175 6.033 0.1h F/e 103%e ': 2 I 2 1h-4 5.5 GRINNELL • GRUVLOK LBOWS Fig. 7050 Fig.7051 Fig.7052 CAST) E 1 C to E Cto E WELD) Fig. 7053 919 1 CtoE CtoE Nominal Size Inches Fig. 7050 901 Elbow' Fig. 705145* Elbow' Fig. 7052 221h° Elbow Fig. 7053111h' Elbow Fig. 7050 LR 904 Long Radius Elbow' Fig. 7051 LR 450 Long Radius Elbow' CenterTo End Inches Approx. Weight Each Lbs. Center To End Inches Approx Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. 1 21/4 C 0.6 13/4 C 0.6 15/0 0.5 13/e 0.3 31h 0.9 21h 0.7 1114 23h C 1.1 13r'4 C 0.8 13/4 0.7 13/e 0.5 37/e 1.3 21h 1.0 1' h 23/4 C 1.3 13/4 C 0.9 13/4 0.8 13/e 0.7 41/4 1.7 21/2 1.2 2 31/4 C 1.6 2 C 1 1.5 17/e C 1.5 1NO 0.9 43/s C 2.5 23/4 1.7 21/ z 41/4 C 3.9 V/2 C 3.5 2 1.9 1'h 1.5 53/4 4.9 3 2.9 3 4 C 2.9 21/2 C 2.1 21A C 3.2 1'h 2.0 57/4 C 6.5 33/e 4.3 31/ z 41/2 C 5.9 2W4 C 4.6 21/2 4.0 13/4 2.8 71/4 9.7 31/2 5.3 4 5 C 7.2 3 C 6.1 251s C 5.3 13/4 3.3 71/2 C 11.5 4 7.2 5 51h C 11.6 311, C 8.5 21/a 7.2 2 5.0 9'/2 20.9 5 12.2 6 61/2 C 17.6 3'/2 C 11.7 31/8 C 8.2 2 6.5 11 29.1 51h 17.4 8 73/4 C 31.0 41/4 C 19.8 31/e C 17.8 2 10.0 15 59.2 71/4 34.0 10 9 C 53.0 04 C 34.1 43/4 30.0 21/e 14.5 18 104 81/2 57.4 12 10 C 78.2 5V. C 46.3 47/e 40.4 214 18.7 21 147 10 82.6 14 11 90.0 6 55.0 5 46.0 31/2 32.1 24 184 83/1 79.6 16 12 113.0 7V4 77.0 5 52.2 4 42.0 27 239 10 104.8 18 151/2 164.0 8 96.0 51/2 65.0 41/2 53.2 30 291 111/4 132.5 20 171/4 203.0 9 120.0 6 80.0 5 65.7 33 361 121/2 164.0 24 20 284.0 11 176.0 7 112.0 6 1 960 39 547 15 1 237. 0 C - Cast malleable or ductile iron. all olners are segment -welded steel. 14'. 24' Standard Radius 900 8 450 Elboi.s and all Long Radius Elbows are available in forged steel fabrications. Center to end dimensions and weights may differ from that shown in the chart. Contact Grinnell for details. . L 22 GRINNELL • GRUVLOK Fig. 7060 Tee Fig. 7063 Tee with Threaded Branch Nominal Size Inches Center to End Inches Approx. Weight Each Lbs. Center to Grooved End Inches Center to Threaded End Inches Approx. Wt. Each Lbs. 1 21/4 C 1.0 21/4 21/4 0.9 11/4 2W4 C 1.2 23/4 23/4 1.4 11/2 2W4 C 2.0 23/4 23/4 1.7 2 31/4 C 2.9 31/4 41/4 2.9 21h 41/4 C 5.6 33/. 33/4 4.7 3 4 C 5.7 41/4 6 8.1 3112 41h C 9.8 41h 41h 8.8 4 5 C 12.3 5 71/4 13.5 5 51h C 17.7 5'12 51h 16.7 6 61/2 C 26.8 61h 61h 25.6 8 73/4 C 39.2 73/4 73/4 45.0 10 9 C 74.2 9 9 73.0 12 10 C 94.1 10 10 98.0 14 11 118 16 12 146 18 151h 218 20 171/4 275 24 20 379 Cast Malleable or Ductile Iron, all others are Segment -Welded Steel REDUCING TEES t-' Nominal Size Inches Reducing Tee Nominal Size Inches R ducing Tee Fig. 7061 I Fig. 7064 Sid. w Thd. Or. Approx. Wt. Each Lbs. Fig, 7051 Sid, Fig. 7064 w/Thd. Sr. Approx. Wt. Each Lbs. Center To End Inches Center To End Inches Center To End Inches Center To End Inches 2x2x1 313 C I 3114 C 2.6 10006 9 C 9 55.0 2x2x1'/z 314 C 314 C 2.7 IOx10XB 9 C 9 64.7 2'hx2'hx2 334 I 3)A 4.4 12xl2x3 10 10 84.9 3x3x1 41•4 C 4'/4 C 7.0 12xl2x4 10 10 85.8 3x3x1'/2 4"4 I 41/4 5.3 12xl2x5 10 10 87.0 3x3x2 4', C 4'/. 5.5 12x12x6 10 10 88.3 3x3x2'/1 414 I 41/4 5.8 12x12x8 10 10 91.2 4x4x1 334 P4 7.0 12x12x10 10 10 94.8 4x4x2 5 C 5 10.2 14148 11 11 109.6 4x4x2'/r 5 C 5 11.2 141400 11 11 113.5 4x4x3 5 C 5 11.4 14x14x12 11 11 116.5 5x5x2 5':z 51h 14.5 16x16xB 12 12 135 5x5x3 5V2 I 51h 16.1 16x16x10 12 12 139 5x5x4 5,z c 5'h c 17.9 16x16x12 12 12 142 6x6x2 6'z C 6'/z 26.4 18x18x10 15'h 15'h 204 6x6x2'h 6',2 c I 6'/z 26.5 18xl8xl2 151h 15'/: 209 6x6x3 61i2 C 614_ 26.5 1Bx18x14 15'/z 211 6x6x4 6Yz C 6'/z 26.5 180806 15'h 216 6x6x5 61/2 C 6'/z c 28.0 20x20x14 171/4 258 8x8x2 73/. 73/4 37.5 20x20x16 17'/4 263 8x8x3 73,4 73/4 38.7 20x20x18 173/4 278 8x8x4 7Va C I 73/4 50.0 24x24x8 20 20 334 8x8x5 7=:4 73/4 41.0 24x24x10 20 20 342 8x8x6 7'.: C I 731. 54.0 24x24x12 20 20 349 1Ox10x2 9 i 9 61.8 24x24xl4 20 351 10x10x3 9 9 63.0 242416 20 357 10x10x4 9 9 64.0 24x24x1B 20 362 tOx10x5 9 9 65.1 24x24x20 20 367 I 0 C - Cast Malleable or Ductile Iron, all others are Segment -Welded Steel. 24 RISER CHECK VALVES - 2" (50 mm) thru 8" (200 mm) MODEL F517 GROOVED END —READY-RISER "— 250 PSI (17,2 bar) The 2 thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are designed for installation in the risers of wet pipe (automatic sprinkler) fire protection systems and for use in conjunction with vane -type waterflow alarm detectors. The combi- nation of the F517, trim, vane -type waterflow detector, and grooved end butterfly valve illustrated in Figure A provides an economical means for ac- tuating electrical alarms in installations not requiring a mechanical alarm. The F517 Riser Check Valve performs as a single check valve for the water supply connection to a wet pipe sprink- ler system. It also serves to reduce the possibility of false alarms by trapping a portion of transient surges in supply pressure within the system; thus, re- ducing the possibility of subsequent surges actuating the waterflow detec- tor and its associated alarms. The F517 may be installed in either a vertically upward or horizontal flow di- rection. It has cut groove inlet and out- let connections which are suitable for use with grooved end pipe couplings that are listed or approved for fire pro- tection system service. The Riser Check Valve Trim includes approved water supply and system pressure gauges, as well as a main drain valve appropriately sized to meet the requirements of the National Fire Protection Association for wet pipe au- tomatic sprinkler systems. Refer to Technical Data Sheet TD200B for information on vane -type waterflow detectors. The 2 thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are listed by Underwriters Lab- oratories Inc. and Underwriters' Labo- ratories of Canada. They are approved by Factory Mutual Research Corpora- tion as single check valves and as anti-waterhammer check valves. They MODEL F517 RISER CHECK VALVE % MAIN DRAIN VALVE AUTOMATIC SPRINKLERS WATER SUPPLY VANE -TYPE WATERFLOW DETECTOR SYSTEM PRESSURE GAUGE SUPPLY PRESSURE GAUGE MAIN CONTROL VALVE FIGURE A TYPICAL RISER CHECK VALVE INSTALLATION Printed in U.S.A. 6-97 TD104B 2 INCH VALVES 1 - 300 lb. Water Pres- sure Gauge (2 req'd) 2 - 114' Gauge Test Valve 2 req'd) 3 -1/4' Plug (2 req'd) 4 -1' Angle Valve 5 -1/4' x 1-1/2' Nipple 6 -1/4' x 4' Nipple 7 -1' x close Nipple RISER CHECK VALVE TRIM 2-1/2 6 3 INCH VALVES 1 - 300 lb. Water Pres- sure Gauge (2 req'd) 2 -1/4' Gauge Test Valve 2 req'd) . 3 -1/4' Plug (2 req'd) 4 - 1-1/4' Angle Valve 5 - 1/4' x 1-1/2' Nipple 6 -1/4' x 4' Nipple 7 - 1-1/4' x close Nipple 4 , 6 8 8 INCH VALVES 1 -300 lb. Water Pres- sure Gauge (2 req'd) 2 -1/4' Gauge Test Valve 2 req'd) 3 -1/4' Plug (2 req'd) 4.2' Angle Valve 5.1/4' x 1.1/2' Nipple 6 -1/4' x 4' Nipple 7 - 2' x close Nipple VALVE PIPE SIZE NOMINAL DIMENSIONS IN INCHES AND (MILLIMETRES) WEIGHT LBS. KG) INCHES MILLIMETRES A B C D EANSIDNPIPE O.D. NPT 2 50 60.3 6-3/4 2-3/16 5-3/4 8-7/8 3-3116 1 7.5 171,5) 56) 1 (146) 225) 81) 3,4) 2-1/2 65 73,0 7-1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5 184,2) 57) 178) 246) 86) 4,8) 65 76.1 7-1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5 184,2) 57) 178) 246) 86) 4,8) 3 80 88,9 7-3/4 2-1/2 7-1/4 9-7/8 3-11/16 1-1/4 11.5 196,9) 64) 184) 251) 94) 5,2) 4 100 114,3 8-1/4 3 7-7/8 13 4-1/4 2 13.5 209,6) 76) 200) 330) 108) 6,1) 150 165,1 12-3/4 4-1/4 8-5/16 14.1/8 6-3/4 2 33.5 323,9) 108) 227) 359) 172) 15,2) 6 150 168,3 12-3/4 4-1/4 8-5/16 14-1/8 6-3/4 2 33.5 323,9) 1 (108) 227) 359) 172) 15,2) 8 200 219,1 14.5/8 5-1/4 9-15/16 15-1/4 8 2 59.0 371,5) 133) 253) 387) 203) 26,8):J FIGURE B RISER CHECK VALVE TRIM AND NOMINAL INSTALLATION DIMENSIONS are also approved by the Scientific Services Laboratories (Australia) and accepted by the City of New York under MEA 38-92-M. WARNLIVG The Model F517 Grooved End Riser Check Values described herein must be installed and maintained in com- pliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities hauing jurisdiction. Failure to do so may impair the integ- rity of these devices. The owner is responsible for main. taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. 2- t.....II I///.1.'....SMOOM. II..... II. ..I Mom mom MM IAs,1111111111 I,'/MM II 51" 1111111111V/ l I 1 I,111/I IM 1 / '. II111111111.1 F/BIN II IIIAll 1 i /1111111111/111 I/OI i 1PAll Am = mom 0000M=.. t.. ../'11615111 l'AlillisonM=..... tt..m....r.....i IM: MOM, Aizz"COM..rAN /11111./I.1...I/MINI. /..IMEEm F11111 11111 , / 1111 II IO'A Moor A1111111111 /1 /IIII11 II. 111111111111 ' III /111111 Ill orA M IA I1111111111 ,111 .111111 rio i il AII1111111111111I1Noll 11MEN ./111 /E 11111111 II..t1.. ............... /. tt.. .. ............ l l. l.l.l.........1 11..t...l . r tl......1 t....111111/ AIM//8551 W.1 1111 1.11 I/ / 11 1 I/III111,. 111 1Nt I/ /111 IW%I1111'.11111MEMO Mono II 11'. WOMEN I11111 IVi IIIIr.111111 In1 NEW A',I I11111 i•11:11111111 mill FAMEN./1 milli 11111 oMM I:/1 E 1!1111111111ME I111/.MM I./11 1 N NI11111 111111111 II BMM II BMMM ENIN1 1111111C:I/M YI S=001 01 0§111 SCH. 40 IN 11 F ... ,../ /11....... 111 11.. / i. M.. ,.1... ,.. 111111111. '. "AMEN mm I 1 111111 I/m=I. 111111 ` / '.Mas. I 111111111'.I. 111/111111 A r/ Ios 1111111111 II/1 1111111111 I /1M 111111111111 I I.1 1111111111E I/ I i ' /1111111111111 I.u'I 1 1111111111 1F1 111 J11 '1111111111111 /111 /,111 IIIIIIIIII I 111!/= AMEN ,11111111111111 1111 'I s11111 MW as M..i.i... 1 .. RE Ulown 111'.II.'.ism•/11111 M 1 1111r.1111./m I.M'/11/1111 / /2 1 1/I'.11111 I/1/I.11111 M 1 P791111111F'./1MIi W'/111111 ' /1 1111111r:/Noll I.1 I.I1111111'dim /1 111111:11NONE 1111I 111I/11111111111'.111 /11 111 IIP" dHill Mono 11!d I111/%111111111'.1111 9111 111 1 1 I...I I......1//1 1 1.. 1 Is... 11.E I..II....•.....II 11 I.I ... 1 1111111E..: IIAN11111'i mass mm 1111111111'.r. 111111111I/1 M moor, 1111111111'i Moo M 1 i1111111111" soon 1 1 I CONTACT TH CLAPPER) 4 - 81NCH VALVES SPRING-03I FLOW i CLAPPER IN CONTACT WITH CLAPPER) HINGE PIN 2 - 7 INCH VALVES BUSHII HINGE PIN HINGE PIN PLI BODY 4L-1 -m FIGURE D MODEL F517 GROOVED END RISER CHECK VALVES 11 Valve Assemblies: The 2 inch thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are rated for use at a maximum service pressure of 250 psi (17,2 bar). They may be installed either vertically or horizontally. In the vertical direction, the flow direction must be upwards, as shown in Figure A; and, in the horizon- tal direction, the Hinge Pin is to be located on the top as illustrated in Fig- ure E. The grooved inlet and outlet connec- tions are cut in accordance with Gruvlok standard groove specifica- tions for steel pipe, and they are suit- able for use with grooved end pipe couplings that are listed or approved for fire protection system service. It is recommended, however, that a rigid type coupling be used at the inlet to 4 thru 8 inch (50 thru 200 mm) Riser Check Valves, when the risers are greater than 7 feet (2,1 m) in length, in order to prevent the possibility of ex- cessive movement within the piping system due to a seismic disturbance. W CLAPPER FACING FACINGRETAINER SELF-LOCKING CLAPPER ASSEMBLY CAP SCREW Q 9 and 8 INCH VALVES 2.41NCH VALVES Pipe thread connections for the Riser Check Valve Trim are threaded per ANSI Standard B1.20.1. The nominal pressure loss versus flow rate, as well as approximate friction loss expressed in equivalent length of pipe for each size valve, are given in Figures C-1 and C-2. The Valve components are illustrated in Figure D. The Body is Ductile Iron per ASTM A536 Grade 65-45-12 (UNS F33100), and the year of manufacture is cast on the Body. The Seat Ring, which is press -fit within the Body, is Stainless Steel per ASTM A213 or A312 (Grade TP 304). The Hinge Pin is made from S30200 or S30400 stain- less steel and the Spring is formed from stainless steel wire per ASTM A313 (S30200). The Hinge Pin is sup- ported by a pair of sintered bronze Bushings per ASTM B438 (Grade 1, Type II) which are press -fit into the valve Body on either side of the Clap- per Assembly. The. Bushings ensure low rotational friction and ease of Hinge Pin removal. The Clapper Assemblies for the 2 thru CLAPPER FACING LOCKNUT TOP VIEW HINGE PIN PLUG SIDE VIEW FIGURE E MODEL F517 RISER CHECK VALVE HORIZONTAL INSTALLATION 5- t DuPont Registered Trademark 4 inch (50 thru 100 mm) size valves consist of a Clapper which is fabri- cated from S30200 or S30400 stain- less steel, an EPDM rubber Clapper Facing, a S30200 or S30400 stainless steel Facing Retainer, and a Type 18-8 stainless steel Locknut. The Clapper Assembly for the 6 and 8 inch (150 and 200 mm) size valve con- sisis of a Ductile Iron Clapper per ASTM A536 Grade 65-45-12 (UNS F33100). A pair of Bushings identical to the ones in the Valve Body are press -fit into the . Clapper arms. The Clapper Facing is EPDM rubber, the Spacer is Type 18-8 stainless steel, the Facing Retainer is S30200 or S30400 stainless steel, and the Self- locking Cap Screw is Type 18-8 or 316 stainless steel. Riser Check Valve Trim: The Riser Check Valve Trim and nom- inal installation dimensions are shown in Figure B. The nipples utilized in the trim are Schedule 40 black steel per ASTM A53 or A135 and they are threaded per ANSI Standard B1.20.1. The 3-1/2 inch dial size Water Pres- sure Gauges are listed and approved for fire protection system service. Vane -type Waterflow Detector: Refer to Technical Data Sheet TD200B for additional information on the sepa- rately ordered Waterflow Detectors. System Design Considerations: In accordance with the requirements of NFPA 13, an Inspector's Test Connec- tion must be provided. It is also recom- mended that a vent connection be pro- vided to bleed off trapped air from the system. The Inspector's Test Connec- tion may serve as the vent connection; however, in order to be used as a vent connection, it should be piped from the top of a cross main or the end of a branch line and be located at the high- est level of a multi -level installation. Additional vents should be provided, as necessary, to bleed off air from all trapped sections of the sprinkler sys- tem piping. Vent connections are used to bleed -off air from the system when it is initially filled with water. Bleeding off trapped air pockets minimizes the possibility of a false alarm due to a transient surge in supply pressure. Also, bleeding off air pockets can eliminate the contrac- tion/expansion associated with an ex- cessive volume of trapped air and, therefore, help to prevent the Waterflow Detector from cycling on -off during an inspector's test or during a discharge by a single sprinkler. The Model F517 Grooved End Riser Check Valves are Ito be installed in accordance with the following instruc- tions: 1. The arrow cast on the Body must point in the direction of flow. 2. When installed vertically, the flow di- rection arrow must point upwards. 3. When installed horizontally, the Hinge Pin must be located on the top of the Body as shown in Figure E. 4. Grooved end pipe couplings used with the F517 Riser Check Valves must be listed or approved for fire protection service and installed in accordance with the manufacturer's instructions. NOTE It is recommended that a rigid type coupling be used at the inlet to 4 thru 8 inch (100 thru 200 mm) Riser Check Values, when the ris- ers are greater than 7 feet (2,1 m) in length, in order to prevent the possibility of excessive movement within the piping system due to a seismic disturbance. 5. Install the Riser Check Valve Trim in accordance with Figure B. Apply pipe thread sealant sparingly to male pipe threads only. Use of a Teflont based pipe joint sealant is recommended. 6. Complete the drain connection from the Main Drain Valve as necessary. Place the fire protection system in ser- vice in accordance with the following procedure: Open the 1/4 inch Gauge Test Valves for the Supply and System Pressure Gauges. 2. Open the Inspector's Test Connec- tion and any other vent connections Ref. System Design Considera- tions). 3. Slowly open the Main Control Valve until the sound of flowing water just begins, and then open the Valve one more turn to allow the system to fill slowly, so that the Waterflow Detec- tor will not be damaged and to allow the air in the system piping to be vented. 4. Close the Inspecto's Test Connec- tion and any other vent connections after the discharge of aerated water has ceased for at least 15 seconds. S. Fully open the Main Control Valve. 6. After the Supply and System Pres- sure Gauge readings stabilize, open the Inspector's Test Connection and verify that the alarms operate in ac- cordance with the requirements of the authority having jurisdiction. 7. Close the Inspector's Test Connec- tion. The system is now set for service. NOTE After placing a fire protection system in service, notify the proper authori- ties and advise those responsible for monitoring proprietary and/or cen- tral station alarms. The Model F517 Grooved End Riser Check Valves do not require any regu- larly scheduled maintenance. It is rec- ommended, however, that proper op- eration of the alarms be periodically verified in accordance with a proce- dure which is acceptable to the author- ity having jurisdiction, and that the Valves be inspected annually in accor- dance with the following inspection procedure. Any impairment must be immediately corrected. It is also recommended that fire protec- tion systems be inspected by a quali- fied Inspection Service. NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this decision must be notified. Inspection Procedure: Before verifying proper operation of the system alarms, oberve the System and Supply Pressure Gauges. If the System Gauge indicates a higher pressure reading than the Supply Gauge, as may be the case for a vari- able pressure water suppy, a further inspection is not required. Otherwise, proceed as follows to inspect the riser check valve installation. 1. Close the Main Control Valve and make note of the System Pressure Gauge reading. 2. Close the Supply Pressure Gauge 6- Teit Valve and then remove the 1/4 nance work on the fire protection Valve Body and then while hold - inch plug. system, ing the coils of the Spring down, re-insert the Hinge Pin. 3. Open the Supply Pressure Gauge Test Valve to relieve the supply pres- sure. If necessary, be prepared to collect the sn)ill amount of water that will discharge from the Gauge Test Valve. Determine whether any one of the following conditions are present and correct any impairments: If water continues to discharge from the open Gauge Test Valve, verify that the Main Control Valve is completely closed. If water still continues to discharge and the System Pressure Gauge re- mains unchanged then there is leakage past the Main Control Valve, and the Main Control Valve must be either repaired or replaced. If water continues to discharge from the open Gauge Test Valve and the System Pressure Gauge indicates loss of pressure, then the Riser Check Valve is not holding back pressure. Close the Gauge Test Valve, open the Main Control Valve, and then open the Main Drain Valve. This procedure may flush out any debris that is lodged between the Clapper Facing and the Seat Ring. After flushing, close the Main Drain Valve and repeat the Inspection Procedure. If there is an indica- tion that the Check Valve is still not holding back pressure then it should be serviced in accor- dance with the Service Pro- cedure. If there are no indications of leak- age past either the Main Control Valve or the Riser Check Valve then the valves are considered to be functionally accceptable. Re- place the 1/4 inch plug in the drain port of the Gauge Test Valve and refer to the Operating Procedure section for retuming the system to service. Service Procedure: 1. Close the Main Control Valve. 2.Open the Main Drain Valve. Verify that the drainage water is being properly disposed of and that it will not cause damage or result in dangerous conditions. 3. Wait until the sound of draining water has stopped and/or the inlet and out- let pressure gauges read zero pres- sure, before performing any mainte- 4. Remove the F517. Valve from the pipeline, and thoroughly clean all in- terior parts of the Valve. 5. Raise the Clapper and remove any debris that may have become lodged on top of the Seat Ring. In- spect the Seat Ring for any damage. If the Seat Ring has become dented across the seat then the valve will have to be replaced. It is impractical to re -face a Seat Ring in the field. 6. Inspect the internal parts of the Valve for any sign of damage, and replace all worn or damaged parts. The Clapper Facing should also be care- fully inspected and replaced if there is any sign of deterioration due to age or chemicals in the water. The Clapper Facing may be tumed over and reused if there is only minor imperfections in the Facing due to any debris that may have become lodged between it and the Seat Ring. Remove the Facing, thoroughly clean both surfaces with a clean cloth and then reassemble with the Facing reversed., NOTE If the Clapper Facing is turned over or replaced, be sure to se- curely re -tighten the fastener for the Facing Retainer (Locknut for 2 thru 4 inch (50 thru 100 mm) Valves, Self-locking Cap Screw for 6 and 8 inch (150 and 200 mm) Valves. If the Clapper Assembly or Spring requires replacement, proceed as follows. a. Remove the Hinge Pin Plugs. b. Refer to Figure D and then note the Spring position within the Valve Body. c. Place the Valve with its outlet close to and towards a wall or place a covering over the Valve outlet, and then remove the Hinge Pin. NOTE The Value outlet must be cov- ered in order to prevent the possibility of injury, when the Spring is released. d. Remove the Spring and the Clapper Assembly from within the Valve Body. e. Refer to Figure D to determine the appropriate Spring position- ing. Replace the Spring and Clapper Assembly within the NOTES Care must be taken to avoid releasing a compressed Spring before the Hinge :Pin is re- placed, in order to prevent the possibility of injury. In order to be properly posi- tioned within the Valve, the Spring must be wound ap- proximately one -quarter turn. When the Spring is properly installed, one end of the Spring will be in direct contact with the Clapper and one end will be in contact -with the Body, as shown in Figure D. If the end of the Spring does not contact the Clapper or if the Spring unwinds as the Clap- perAssembly is opened, then it has been installed backwards and it must be reassembled in the proper orientation. Incor- rect reassembly of the Spring can prevent the Clapper As- sembly from opening and clos- ing properly. f. Replace the Hinge Pin Plugs after applying anon -hardening type of pipe thread sealant spar- ingly to the male threads only. Use of a Teflont based pipe thread sealant is recommended. 7. Install the reassembled Valve in the pipeline in accordance with the In- stallation section. 8. Retum the fire protection system to service in accordance with the Oper- ating Procedure and then perform the Inspection Procedure. 7- 1RRL! Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, se Price List. ORDERING PROCEDUR Orders for valves, trim, and replace- ment parts must include the descrip- tion and Product Symbol Number PSN). Valves: Specify: (specify [as applicable) ANSI nominal pipe size in inches or pipe O.D. in millimetres) Model F517 Grooved End Riser Check Valve, PSN specify from Table A). PSN 52-517-1-XXX w0 VALVE PIPE SIZE INCHES MILLIMETRES ANSI DN PIPE O.D. 020 2 50 60,3 025 2-1/2 65 73,0 076 65 11 76,1 030 3 80 88,9 040 4 100 114,3 165 150 165,1 060 6 150 168,3 080 8 200 219,1 TABLE A PRODUCT SYMBOL NUMBER SELECTION FOR VALVE ASSEMBLIES Trim: Specify: Riser Check Valve Trim for specify inch or DN) size Model F517 Grooved End Check Valve, PSN specify). 2' DN50) ...............PSN 52-517-1.001 2.1/2' 3 3' DN65 3 DN80) ........PSN 52-517.1-002 4', 6', 8' DN100, DN 150 b DN200) ..............PSN 52-517-1-003 Replacement Trim Parts: Specify: (specify description) for use with Riser Check Valve Trim, PSN specify). 1/4 • Gauge Test Valve ..............:.. PSN 46-005-1.002 300 lb. Water Pres- sure Gauge ............ PSN 92-343-1.005 1-1/4' Angle Valve ......... PSN 46.048-1-007 2' Angle Valve ............ PSN 46-048-1.009 Replacement Valve Parts: Specify: (specify description) for use with (specify size [inch or DN millimetre]) Series 7800FP Grooved End Check Valves, PSN (specify). 2-(DN50) VALVES Claooer .................. PSN 92.516-1.201 Clapper Facing ............ PSN 92.516-1.202 Facing Retainer ........... PSN 92.516-1-203 Locknut .................. PSN 92-514-1-420 Hinge Pin ................ PSN 92.516.1-205 Spring ................... PSN 92-516-1-206 Clapper Assembly ......... PSN 92.516-1.207 2-1/2' (65 mm) VALVES Clapper .................. PSN 92-516-1-101 Clapper Facing ............ PSN 92.516.1.102 Facing Retainer ........... PSN 92.516-1-103 Locknut .................. PSN 92-514-1.420 Hinge Pin ................ PSN 92-516.1.205 Spring ................... PSN 92.516.1.306 Clapper Assembly ......... PSN 92-516-1.107 3- (DN60) VALVES Clapper .................. PSN 92.516-1.301 Clapper Facing ............ PSN 92-516-1-302 Facing Retainer ........... PSN 92.200.1.205 Locknut .................. PSN 92.514-1.420 Hinge Pin ................ PSN 92-516.1.205 Spring ................... PSN 92-516.1.306 Clapper Assembly ......... PSN 92-516.1-307 4- (DN100) VALVES Clapper .................. PSN 92.516-1401 Clapper Facing ............ PSN 92-514-1-403 Facing Retainer ........... PSN 92-514-1.405 Locknut .................. PSN 92.514.1.420 Hinge Pin ................ PSN 92.514-1.414 Spring ................... PSN 92.516-1.406 Clapper Assembly ......... PSN 92-516-1-407 6- (DN150) VALVES Clapper wBushings ........ PSN 92-516-1-610 Clapper Facing ............ PSN 92.516-1-602 Facing Retainer ........... PSN 92.516-1-603 Spacer .................. PSN 92.516-1-608 Sell -locking Cap Screw ............ PSN 62-636-1-105 Hinge Pin ................ PSN 92.516-1-605 Spring ................... PSN 92-516-1-606 Clapper Assembly ......... PSN 92.516-1.607 6' (DN200) VALVES Clapper w/Bushings ........ PSN 92.516.1.810 Clapper Facing ............ PSN 92.516.1.802 Facing Retainer ........... PSN 92.516-1-803 Spacer .................. PSN 92.516.1-608 Self -Locking Cap Screw ............ PSN 62.636.1-105 Hinge Pin ................ PSN 92.516.1-805 Spring ................... PSN 92.516-1.806 Clapper Assembly ......... PSN 92-516.1.807 e Reg, trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A 1tgC0 INTERNATIONAL LTD. COMPANY MONITOR SWITCHES, O.S.&Y. GATE VALVE MODEL OSYSU-1 & OSYSU-2 The Model OSYSU-1 and OSYSU-2 Monitor Switches (Ref. Figures A, B, and C) are designed for mounting to virtually all outside screw and yoke O.S.&Y.) gate valves ranging in size from 2 to 12 inches (50 mm to 300 mm), and they will mount on some O.S. & Y. valves as small as 1/2' (15 mm). The Monitor Switches are in- tended to be used for the supervision of the open position of O.S.&Y. gate valves which control water supplies to automatic sprinkler, water spray del- uge, foam -water deluge, or standpipe fire protection systems. Supervision of the open position of a main control valve is recommended to indicate a condition, i.e., closing of the valve, that could prevent the required operation of a fire protection system. The Model OSYSU-1 has one single pole double throw (Form C contacts) snap -action switch and the Model OSYSU-2 has dual SPDT snap -action switches. The switching --components are enclosed in a submersible, weath- erproof, and oil resistant NEMA Type 4 and 6P enclosure. The Monitor Switches are used in con- junction with proprietary and central station alarm systems to provide a su- pervisory signal indicating unautho- rized closing of the O.S.&Y. gate valve, as well as removal of the Monitor Switch from the gate valve. Tamper resistant screws are used to secure the cover, and a special key wrench is required for their removal. The Model OSYSU-1 and OSYSU-2 Monitor Switches are listed by Under- writers Laboratories Inc. and approved by Factory Mutual Research Corpora- tion. They are accepted by the City of New York under MEA 299-92-E, and they are listed by the California State Mar- shal under Listing No. 7770-328.010. The listings and approvals are under the name of Potter Electric Signal Company. KNOCKOUTS FOR ELECTRICAL CONNECTIONS 76.2 mm) 5.88 149.4 mm) u 0 19 (157,2 mm)- 4.75 (120,7 mm) 3.62 (91.9 mn 73.2 mm) I, r i r ROD EXTENDED t r SPDT SWITCH(ES)' GROUND SCREW L — TRIP ROD r LOCKING SCREW SWITCH ASSEMBLY BRACKET TRIP ROD P ROLLER I T 0.86 (22,4 mrr ROD RETRACTED I r11 I L& TERMINAL MARKINGS APPLY TO COMPLETED INSTALLATION FIGURE A MODELS OSYSU-1 (SPDT) AND OSYSU-2 (DUAL SPDT) MONITOR SWITCHES WARMNG must be installed and maintained in The Model 0SYSU-1 and OSYSU-2 compliance with this document, as Monitor Switches described herein well as with the applicable standards Printed in U.S.A. 1-94 TD205 CLAMP BAR CARRIAGE B SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET FIGURE B SMALL VALVE INSTALLATION — 1/2" thru 2-1/2" (15 mm thru 65 mm) SIZES BRACKET CLAMP BAR CARRIAGE BOLTS 2 REO-D) SLOTTED MOUNTING HOLES ROLLER MAY BE USED FOR FINE ADJUSTMENT OF SWITCH GROOVE ON BRACKET 2 of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to anv questions. The Model 0SYSU-1 and OSYSU-2 Monitor Switches must not be used FIGURE C LARGE VALVE INSTALLATION — 3" thru 12" (80 mm thru 300 mm) SIZES where potentially explosive atmo- spheres are present. The Model OSYSU-1 and OSYSU-2 Monitor Switches are designed for mounting to virtually all outside screw and yoke (O.S.&Y.) gate valves rang- ing in size from 2 to 12 inches (50 mm to 300 mm), and they will mount on some O.S. & Y. valves as small as 1/2 inch (15 mm). The switching compo- YOKE VALVE STEM TRIP ROD GLAND nents are enclosed in a submersible, weatherproof, and oil resistant NEMA Type 4 and 6P enclosure. The electrical switch contacts are rated as follows: 125/250 VAC ........ . 15.00 amps 0 - 30 VDC .......... 2.50 amps 125 VDC ........... 0.50 amps 250 VDC ........... 0.25 amps Field wiring is through a 1 /2 inch con- duit knockout opening to No. 6 screw terminals on the SPDT switching com- ponents and to a No. 8 ground screw which is located on the base. The OSYSU Switches are operated by movement of the trip rod. The trip rod is spring loaded and double acting; consequently, lateral movement of the trip rod, in either direction from its nor- mally installed position (Ref. Figures B and C), will result in operation of the switching components. When closing the valve, the trip rod moves laterally out of the valve stem groove and will operate the switching components within two turns of the handwheel from the full open position. If the Monitor Switch is removed from the valve, the. trip rod moves laterally inward (to- wards the valve stem) which also op- erates the switching components. The housing for the OSYSU Switches consists of a die cast base with E-coat finish and a cast aluminum cover with red powder coat finish. The trip rod and trip rod roller are stainless steel and the mounting hardware is zinc plated steel. The enclosure meets the re- quirements of NEMA Type 4 and 6P. Tamper resistant screws, which re- quire a special key wrench for re- moval, are used to secure the cover to the base. When mounting the Monitor Switch to the valve prior to the valve installation, it is recommended that 2 inch (50 mm) and smaller size valves be mounted in a vise or similar stand, in order to ease installation. Refer to Figures B and C, and proceed as follows: For installation of the Monitor Switch on valve sizes 2-1/2 inch (65 mm) and smaller, remove and discard the C" washer and roller from the trip rod. 2. With the valve in the FULL OPEN position, locate the Monitor Switch across the valve yoke as close as possible to the valve handwheel, so that the trip rod lays against the non - threaded portion of the valve stem. As shown in Figures B and C, the Monitor Switch should be oriented with the bracket towards the valve handwheel. 3. Remove the cover and loosen the locking screw that holds the trip rod in place and adjust the rod length Ref. Figure A). When adjusted properly for 2- 1/2 inch (65 mm) size valves and smaller, the rod should ex- tend past the valve stem center- line, but not so far that it will contact the clamp bar. When. adjusted properly for 3 inch (80 mm) and larger size valves, the rod should extend so that the roller is centered alongside the valve stem Securely tighten the locking screw to hold the trip rod in place. To locate the position where the trip rod will engage the valve stem, loosely mount the Monitor Switch with the carriage bolts and clamp bar. If there is sufficient clearance, as will be the case with larger size valves, the carriage bolts should be located on the inside of the valve yoke. On valves with limited clearance, use J-hooks instead of the clamp bar and carriage bolts. 5. Mark the valve stem at the center of the trip rod. 6. Remove the Monitor Switch, and use a file to prepare a valve stem groove for engagement of the.trip rod. A 3/16" (4,8 mm) diameter file is to be used for valve sizes 2-1/2 inch (65mm) and smaller. A 3/8" (9,5) diameter file is to be used for valve sizes 3 inch (80 mm) and larger. With the file centered on the mark and held in the same relative posi- tion as the trip rod, (i.e, perpendicu- lar to the plane of the valve yoke), file a 1/8" (3,2 mm) deep groove. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the Monitor Switch with the trip rod centered in the groove and with the trip rod perpendicular to the switch base. 8. Connect an electric continuity meter to the Common and Normally Open switch terminals. 9. Final adjustment is then made by loosening the two screws, within the slotted holes, that secure the switch assembly to the bracket. Slowly move the switch assembly back and forth until the continuity meter indi- cates an open circuit, and then se- curely tighten the adjustment screws and all mounting hardware. 10. Check to ensure that the trip rod moves out of the groove easily and that the switches activate within two I% INCOMING ou-rG01NG - a FIGURE D FIELD CONNECTION OF TWO WIRES TO TERMINAL SCREW turns when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE Close the valve fully to determine that the stem threads do not acti- vate the switch. The switch being activated by the stem threads could result in a false" valve open indication. If necessary, reposi- tion the Monitor Switch. If reposi- tioning the Monitor Switch does not correct the 'false" valve open indication caused by the threaded portion of the valve stem, refer to Step 6 and verify that the groove dimensions are correct. 11. Conduit and electrical connections to the Monitor Switch are to be made in accordance with the re- quirements of the authority having jurisdiction and/or the National Elec- trical Code. Use of a weathertight or submersible, as applicable, conduit connector with a gasket seal is nec- essary in installations where a NEMA 4 or 6P rating is required. As indicated in Figure D, an uninsu- lated section of a single conductor is not permitted to be looped around a terminal screw and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby pro- viding supervision of the connection in the event that a wire becomes dislodged. The Model OSYSU-1 and OSYSU-2 Monitor Switches do not require any regularly scheduled maintenance. It is recommended, however, that the Mon- itor Switches be operated at least quarterly to verify proper operation of the associated alarms by closing the supervised valve two turns to actuate alarms and then by reopening the valve to reset the alarms. Any impair- ment must be immediately corrected. It is recommended that automatic sprinkler and water spray fixed sys- tems for fire protection be inspected by a qualified Inspection Service. NOTES 1. Before testing alarms, notification must be given to the owner and the fire department, central station or other signal station to which the alarms are connected. 2. Before closing a fire protection sys- tem main control value for mainte- nance work on the fire protection system which it controls, permis- sion to shut down the affected fire protection systems must be ob- tained from the proper authorities, and all personnel who may be af- fected by this decision must be no- tified. 3. No attempt is to be made to field repair or replace any component of the Monitor Switch described herein. Refer to the WARRANTY statement and Price List for in- structions concerning repair or re- placement. Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERINGYROCEDURE Specify: Model (specify) Monitor Switch, PSN (specify). OSYSU-1 ................PSN 54.647-1.002 OSYSU-2 ................PSN 54-647-1.003 The following replacement parts are available from Potter Electric Signal Company, 2081 Craig Road, St, Louis, MO 63146. Key Wrench .............. SM. No. 5250062 Cover Screw .............. Stk. No. 5490293 The nominal weights of the OSYSU Monitor Switches are 2.2 pounds (1,0 kg). Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A *gg;01NTERNAT/ONAL L TD. COMPANY WATERFLOW DETECTORS - 2 thru 8 INCH N110DEL VSR-F GENERAL DESCRIPTION The Model VSR-F Waterflow Detec- tors (Ref. Figure A) are designed for use with wet pipe automatic sprinkler systems. They utilize a vane -type sen- sor to actuate two single pole double throw snap -action switches when water flows at a sustained rate of 10 GPM or more. The flow may be caused by the discharge from a sprinkler, opening of an Inspector's Test Con- nection, or by other factors such as ac- cidental mechanical damage resulting in rupture of a fitting or the piping. The VSR-F Waterflow Detectors are generally used in conjunction with riser check valves to actuate electrical alarms and/or operate electrical equip- ment (such as fire pumps) in automatic sprinkler systems. They are also com- monly used where sectional waterflow signals are required. The switching components are enclosed in a NEMA Type 1 general purpose -indoor rated housing. Tamper resistant screws, which require a spe- cial key wrench for removal, are used to secure the Cover, and a field in- stalled cover tamper switch may be in- stalled to indicate unauthorized removal of the cover. Each of the two SPDT switches may be wired for either normally open or normally closed contact operation. A built-in pneumatic retard assembly with automatic reset), delays actua- tion of the electrical switches to reduce the possibility of false alarms caused by either a single or series of transient flow surges. The time delay is adjus- table from 0 to nominally 75 (60 to 90) seconds. APPROVALS AND STANDARDS The Model VSR-F Waterflow Detec- tors are listed by Underwriters Laboratories Inc. and Underwriters Laboratories of Canada. They are ap- proved by Factory Mutual Research Corporation. The Model VSR-F Waterflow Detec- tors are approved by the New York City Board of Standards and Appeals under Calendar Number 1033-83-SA. The listings and approvals are under 5-5/8" PIPE DIAMETER 143mm) PLUS 3" (T6mm) 1/2 PIPE DIA. COVER SCREW PLUS KEY WRENCH- 4-5/8" I l7 mm) rCOVER BASE' SADDLE WATERFLOW CENTERLINE OF PIPE TRIP STEM PNEUMATIC RETARD ASSEMBLY - SADDLE SADDLE 0-RING RESET SPRING SWITCH ACTUATOR o WASHER BASE 8 VANE U-BOLT TWO SPDT SWITCHES NUT TIGHTEN NUTS ALTERNATELY TO A TORQUE OF APPROX. 50 FT. LBS. MOUNT SADDLE ON PIPE SO THAT ARROW POINTS IN DIRECTION OF WATERFLOW ROLL VANE IN OPPOSITE DIRECTION OF WATERFLOW MOUNTING HOLE 4rJ PIPE SIZE DIAMETER 2" to 2-1/2" 1-1/8" to 1-5/16" WATERFLOW U-BOLT 3" to 8" 1-7/8" to 2-1/16" FIGURE A MODEL VSR-F WATERFLOW DETECTORS Printed in U.S.A. 5-90 TD200B - the name of Potter Electric Signal Company. WARNING The Model VSR-F Waterflow Detec- tors must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the proper operation or integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted relative to any questions. The VSR-F Waterflow Detectors must not be used in dry pipe, deluge, or preaction systems. The Vane may be broken away or the mechanism damaged by the sudden inrush of water when the control value opens. A pressure switch should be used with these types of systems. The VSR-F Waterflow Detectors must not be used where potentially ex- plosive atmospheres are present. TECHNICAL DATA The 2 through 8 inch Model VSR-F Waterflow Detectors are for use in wet pipe automatic sprinkler systems and for installation in Schedule 10* through 40 steel pipe. They are rated for use at a maximum service pressure of 450 psi and may be used over an environ- mental temperature range of 40F/4C to 120 F/49C. Field wiring is through a 1/2 inch con- duit opening in the Base to No. 6 screw terminals on two Switches. The Switches are SPDT snap -action and are enclosed in a NEMA Type 1 enclosure (i.e., general purpose in- door) and the Form C contacts are rated as follows: 125/250 VAC ...... 10.00 Amps 0 - 30 VDC ........ 2.00 Amps The VSR-F has a die cast aluminum Saddle with a buna-n, NBR, or nitrile Saddle O-Ring. A flexible poly- propylene Vane is pinned to a stain- less steel Trip Stem. The Trip Stem pivots on a stainless steel Pivot Pin that is captured between the Saddle and the aluminum Base along with a silicone Trip Stem Seal and stainless steel Washer. The Trip Stem extends to the polycarbonate Pnuematic Retard Assembly and two SPDT Switches that are housed within an aluminum Cover. The U-Bolt, Washers, and Nuts are cadmium plated steel. OPERATION Water flowing at a sustained rate of 10 GPM or more will deflect the Vane suf- ficiently to allow the Trip Stem to release the Pneumatic Retard Assem- bly. As the flow increases above 10 GPM, the Vane flexes towards the in- ternal contour of the pipe. Releasing the Pneumatic Retard As- sembly permits the Switch Actuator to move away from the Switch levers, and when the preset time delay has elapsed, the Switch Actuator will have moved .far enough to allow the Switches to actuate. The Switches remain in the actuated position while water continues to flow. After the waterflow has stopped, the Vane and Switch Actuator are automatically returned to their normal (set) position by the Reset Spring, which in turn resets the Switches. The automatic reset feature reduces the possibility of a false alarm by diminishing the cumulative effect of a series of flow surges. The Pneumatic Retard Assembly is factory set at es- sentially a zero time delay. It may be field adjusted from 0 up to nominally 75 60 to 90) seconds, if required, to suit individual installation requirements. INSTALLATION The 2 through 8 inch Model VSR-F Waterflow Detectors are for installa- tion in Schedule 10' through 40 steel pipe. The VSR-F Waterflow Detectors can be mounted in vertical or horizontal piping. In vertical pipe runs, they must only be used for detecting upward flow. In horizontal pipe runs, they must only be mounted on top of the pipe. The Detectors should be located with at least 18 inches clearance around the sides and they must have at least 4 inches of clearance above the Cover for inspection and maintenance. The units should be located further than 6 inches from a fitting which changes the direction of waterflow and at least 24 inches from a gate or drain valve. An Inspector's Test Connection, which is sized in accordance with the require- ments of the authority having jurisdic- tion, must be located downstream of the waterflow detector, for periodic testing of the detector and its as- sociated alarms. NOTE If the Detector is to be installed in a sprinkler system which is already in service, permission to shut down the affected fire protection system must first be obtained from the proper authorities, and all personnel who may be affected by this action must be notified. Proceed as follows: 1. Drain the piping if the Waterflow Detector is to be installed in a sys- tem which is already in service. Verify that the drainage water is being properly disposed of and that it will not cause damage or result in dangerous conditions. 2. Locate the center of the Detector Mounting Hole per the previously given criteria. Saw a hole of the size specified in Figure A, through the wall of the pipe, and then remove the cut-out. The centerline of the hole must be perperpendicular to the sur- face of the pipe, so that the installed detector will not be tilted. Tilting could cause the Vane to scrape the pipe wall and adversely affect detec- tor sensitivity. It is recommended that the removed cut-out be temporarily fastened to the pipe near the Waterflow Detec- tor, so that there is ready visual verification of the cut-out removal. 3. Remove all burrs from around the outside edge of the drilled hole. The outside pipe surface within 1/4 inch of the hole edge must be cleaned of scale and projections as well as be free of indentations which could af- fect proper sealing of the Saddle 0- Ring. 4. Clean out interior pipe scale for one pipe diameter on both sides of the Mounting Hole to ensure free move- ment of the Vane during both toward and reverse flow. 5. Roll the Paddle against the direction of flow, as indicated in Figure A, but only as tightly as is necessary to in- sert it through the Mounting Hole. Do not bend or crease the Vane. 6. Insert the rolled Vane into the Mount- ing Hole after ensuring that the Sad- dle O-Ring is positioned correctly and the flow arrow on the Saddle is pointing in the direction of flow. Posi- tion the Saddle so that it sits square- ly on the pipe and so that the Saddle O-Ring will seat all around. 7. Install the U-bolt. Tighten the nuts al- 0.134 inch nominal wall thickness for 6 inch size pipe and 0.188 inch nominal wall thickness for 8 inch size pipe I rpM\N ov-vGo`No FIGURE B FIELD CONNECTION OF TWO WIRES TO TERMINAL SCREW ternately to a torque of approximate- ly 50 ft.lbs. 8. Remove the Cover with the Key Wrench and gently move the Trip Stem its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the Detector is perpendicular to the pipe surface. If binding persists, check for removal of scale on the pipe interior and for proper pipe size Waterflow Detector. 9. Wire the Waterflow Detector in ac- cordance with the requirements of the authority having jurisdiction and/or the National Electrical Code. With reference to Figure B, an unin- sulated section of a single conductor is not permitted to be looped around a terminal screw and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision of the connec- tion in the event that a wire becomes dislodged. 10. Slowly fill the sprinkler system and check for leaks. 11. Set the time delay. Setting B with a time delay of nominal 30 (20 to 40) seconds is recommended. NOTE It is recommended that the time delay not be set at longer than nominally 30 seconds (Setting B), at this time, since this may un- necessarily increase the time for alarm. The Retard Device should only be adjusted after the sprinkler system has been placed in service and experience shows that an increased delay is re- quired because of the severity of flow surges. Increase the delay time only to the minimum re- quired value. 12. Open the Inspector's Test Connec- tion to verify proper operation of the Detector and its associated alarms. The time delay should correspond approximately to the field setting and the electrical functions should con- tinue until the Inspector's Test Con- nection is closed. Air pockets within the sprinkler system may increase the time delay to alarm. 13. Replace the Cover and tighten the Cover Screws using the Key Wrench. Store the Key Wrench in a secure area. 14 If, after the sprinkler system has been placed in service, it becomes necessary to increase the retard time due to excessive flow, remove the Cover and adjust the Retard Dial. Increase the -delay time to the minimum required value. Replace the Cover and store the Key Wrench in a secure area. CARE AND MAINTENANCE The Model VSR-F Waterflow Detec- tors do' no require any regularly scheduled maintenance. It is recom- mended, however, that proper opera- tion of the alarms be verified in accord- ance with the following described inspection procedure. Any impairment must be immediately corrected. NOTES I. Before testing alarms or removing a Cover from a Detector with a Cover Tamper Switch, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected. 2. If a Vane is separated from its Ac- tuator Lever, it must be located and removed. Failure to do so may im- pair the proper flow of water to a portion of the sprinkler system. 3. No attempt is to be made to replace or repair any VSR-F Waterflow Detector component in the field. Refer to the WARRANTYstatement and Price List for instructions con- cerning repair or replacement. 4. Before closing a fire protection sys- tem control valve to replace a VSR-F Waterflow Detector, permis- sion to shut down the affected fire protection system must first be ob- tained from the proper authorities and all personnel who may be af- fected by this decision must be notified. Inspection Procedure 1. Operationally test the Waterflow Detector at least quarterly but preferably monthly, to verify that the time delay to alarm has not decreased or increased. The Waterflow Detector must be tested by opening the Inspector's Test Con- nection. 2. Inspect for external leakage past the pressure seals (i.e., Trip Stem Seal and Saddle O-ring) at least annual- ly. Alarm Does Not Operate 1. Verity proper wiring. 2. Remove the Cover and observe the Actuator Lever before and while the Inspector's Test Connection is opened. The Switch Actuator should move away from the Switch levers; if not, follow the waterflow detector replacement procedure to assure that the Vane is attached to the Detector and the pipe is free of scale. Decrease In Time Delay If the time delay to alarm has decreased below the desired range, which may occur due to wear of the Pneumatic Retard Device after ex- tended use, then increase the retard setting. To increase the retard setting, remove the Cover and adjust the Retard Adjustment Dial. Increase the delay time only to the minimum re- quired value. Replace the Cover. Increase in Time Delay 1. If the time delay to alarm has in- creased above the desired range, first check for Vane binding. Remove the Cover and gently move the Trip Stem its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the Detector is perpendicular to the pipe surface. If binding persists: a. Verify that the appropriate size waterflow detector is being used. b. Remove the waterflow detector by following the waterflow detec- tor replacement procedure and verify that the interior of the pipe is clean per instruction No. 4 of the Installation section. 2. If the time delay has increased above the desired range and the Vane is found not to be binding, then reduce the retard setting. To reduce the retard setting, adjust the Retard Adjustment Dial to the minimum re- quired value. Replace the Cover. Waterflow Detector Replacement Procedure 1. Review and follow the instructions given in the NOTES at the begin- ning of this Care and Maintenance section. 2. Close the Main Control Valve and drain the appropmate portion of the system. 3. Disconnect the electrical power and then disconnect the wiring to the waterflow detector. 4. Loosen both nuts and remove the U- bolt. 5. Gently lift the Saddle off the pipe until your fingers can be slipped between the undereside of the Saddle and the pipe surface 6. Using the thumb and index finger, start to curl the Vane as shown in - Figure A. Gradually lift the Detector off the pipe while applying more curl to the Vane, in order to ease removal. 7. Replace the Detector by following Steps 4 through 14 in the Installation section. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERING PROCEDURE Waterflow Detector: Specify: (specify size) Model VSR-F Waterflow Detector, PSN (specify). Size 2........................PSN 54.625.1.009 2-1/2' ................... PSN 54.625.1.010 3........................PSN 54.625-1.011 3-1/2" ...................PSN 54-625-1.012 4........................PSN .94.625.1.013 5 ........................ PSN 54.625.1-014 6'.......................PSN 54.625.1-014 a- .......................PSN 54.625.1.015 Optional Cover Tamper Switch: A Cover Tamper Switch is available from Potter Electric Signal Company, 2081 Craig Road, St. Louis, MO 63146. Order Stk. No. 0090018. Replacement Parts: The following replacement parts are available from Potter Electric Signal Company, 2081 Craig Road, St. Louis, MO 63146. Key Wrench ... Stk. No. 5250062 Cover Screw ... Stk. No. 5490293 Saddle O-Ring, 2 & 2-1/2" ....Stk.No. 5330070 3 — 8" .....Stk.No. 5330071 CONVERSION FACTORS Parenthetical metric conversions cited herein are approximate. 1 inch - 25.400mm 1 pound - 0.4536 kg 1 It.lb. - 1.356 Nm 1 psi - 6.895kPa 0.0689 bar' 0.0703 kg/cm=' Not recognized International System units. WEIGHTS The nominal weights for the Model VSR-F Waterflow Detectors are as fol- lows: 2" .............................. 4lbs. 2.1/2" ........................... 4lbs. 3" .............................. 5lbs. 3-1/2" ........................... 5lbs. 4' .............................. 6lbs. 5" .............................. 6lbs. 6" .............................. 6lbs. 8" .............................. 7lbs. Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A *LjCOINTERNATIONAL LTD. COMPANY PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A STANDARD RESPONSE, 5 mm BULB TYPE, 17/32" (20 mm) ORIFICE, 3/4" NPT" ESCUTCHEON PLATE SEATING SURFACE 2.5/16" 1-9/16" 58.7mm) 39,7mm) CCP nr SSU DEFLECTOR j WRENCH FLAT MODEL I F700 RECESSED ESCUTCHEON 2-7/8" (73,0mm)'DIA. .0. PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Gasketed 4 - Bulb 6 - Deflector 2 - Button Spring 5 - Compression Plate Screw Temperature rating is indicated on deflector or adjacent to orifice seat on frame. Pipe thread connections per ISO 711 can be provided on special request. FIGURE A 17132 INCH ORIFICE MODEL A PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS GENERAL DESCRIPTION The 17/32 inch (20 mm) orifice Univer- sal Model A Pendent, Recessed Pen- dent, and Upright Sprinklers (Ref. Fig- ure A) are automatic sprinklers of the frangible bulb type. They are "standard response - large orifice spray sprink- lers" intended for use in fire sprinkler systems designed in accordance with the standard installation rules recog- nized by the applicable Listing or Ap- proval agency (e.g., UL Listing is based on NFPA 13 requirements). The Pendent, Recessed Pendent, and Up- right Sprinklers all produce a hemi- spherical water distribution pattern below the deflector. The recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon (Ref. Figures A and C). The F700 Recessed Escutcheon pro- vides 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of adjustment from the flush pendent position. The F700 has a separable two-piece design which allows installation of the sprinklers and pressure testing of the fire protection system, prior to ceiling construction and/or application of a fin- ish coat to the ceiling. They also permit refinishing of a ceiling surface without having to first shut down the fire pro- tection system and remove the sprink- lers. The adjustment provided by the F700 substantially reduces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. Also, the Closure has a 1/2 inch (12,7 mm) wide flange which provides ample clear- ance for covering the mounting hole. Laboratory listings and approvals for the 17/32 inch (20 mm) orifice Model A Pendent, Recessed Pendent, and Up- right Sprinklers are given in Table A. WARNING The 17132 inch orifice Model A Pen- dent, Recessed Pendent, and Upright Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as applicable standards of the National Fire Protection Association, in addi- tion to the standards of any other au- thorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- atiue to any questions. Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well aspossi- bly void the sprinkler's Approvals and/or Listings. T The 17/32 inch (20 mm) orifice Model A Pendent, Recessed Pendent, and Upright Sprinklers are rated, for use at a maximum service pressure of 175 psi (12,1 bar) and they are available in Printed in U.S.A. 1-96 TD5260 NOTES: 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters' Laboratories of Canada. 3. Approved by Factory Mutual Research Corporation. 4. Approved by Factory Mutual Research Corporation for use in Light Hazard and Ordinary Hazard (Groups 1 and FM Approvals for Ordinary Hazard Occupancies is limited to wet pipe sprinkler systems and preaction systems pipe systems. 5. Approved by the Loss Prevention Council (United Kingdom). 6. Approved by the Scientific Services Laboratory (Australia). 7. Accepted by the City of New York under MEA 241-94-E. Installed with 3/4' Model F700 Recessed Escutcheon. the temperature ratings and finishes indicated in Table A. Recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon. The F700 Escutcheons are available with a chrome plated fin- ish or a coated finish in any color. The nominal discharge curve plotted in Figure B represents the flow "O" in GPM (LPM) as determined by the fol- lowing formula: Q = KFp- where the nominal discharge coeffi- cient "K" equals 8.1 (116,8); and, "p" equals the residual flowing pressure in psi (bar). Listing standards permit the actual value of "K" to vary from 7.4 to 8.2 (106,7 to 118,2); however, for hy- draulic calculations, a K-factor of 8.1 116,8) is to be applied. The Frame of the Model A Sprinkler Ref. Figure A), is bronze per ASTM B176 (C87800) or, a proprietary alloy designated as OM. The Button (bulb retainer) is phospher bronze per ASTM B103 (C51000 or C52100). The Gasketed Spring Plate consists of a Berylium Nickel (N03360) disc spring that is sealed on both its inside and outside faces with a Teflont gasket. The Compression Screw is bronze per ASTM B140 (C31400) and the Deflec- tor is brass per ASTM B152 (C11000). The Model A Sprinklers utilize a 5 mm TABLE A LABORATORY LISTINGS AND APPROVALS diameter frangible bulb. Table A indi- cates the bulb liquid color as a function of temperature rating. The F700 Recessed Escutcheon pro- vided for use with the Model A Pendent Sprinkler (Ref. Figure C) has a Closure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight fric- tion fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and com- pensate for minor non -perpendicular- ity between the Model A Sprinkler and the ceiling. NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble is approximately 1116 inch (1,6 mm) for the 135'F/57'C to 3 /32 inch (2,4 mm) for the 360'F/182'C rating. (At higher ambient temperatures, the bubble may be barely perceptable for the lower temperature ratings.) Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well aspossi- SPRINKLER FINISH TYPE TEMPERATURE RATING BULB LIOUID COLOR NATURAL BRASS I CHROME PLATED POLYESTER COATED All Colors PENDENT and UPRIGHT 135'F/57'C Orange 1, 2, 3, 5, 6, 7 155'F/68'C Red 175'Fl79'C Yellow 200'F/93'C Green 286'F/141'C Blue 360'F/182'C Mauve RECESSED PENDENT' 135'F/57'C Orange 1, 2, 4, 6, 7 155'F/68'C Red 175'F/79'C Yellow 200'F/93'C Green 2) Occupancies.The qualifying as wet DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) 20 25 30 35 40 45 so Ss so N 45 I u 40 W i 33 V, v, a 30 c i2s 0 z 20 W V) 1S W u 10 PARTIAL CURVE ONLY MAX. PRESSURE ITS PSI PARTIAL CURVE ONLY MAX. PRESSURE 12.1 BAR 100 125 ISO 175 200 DISCHARGE IN LITRES PER MINUTE FIGURE B NOMINAL DISCHARGE CURVE 0 3.0 • 2.s a 2.0 V! a I'S a bly void the sprinkler's Approvals and /or Listings. The Model A Sprinklers must be in- stalled in accordance with the follow- ing instructions. 1. Prior to installing pendent sprinklers and if applicable, verify that the face of the sprinkler fitting is within the proper range of distance which can be accommodated by the type of escutcheon being used. When installing a Model A Pendent t DuPont Registered Trademark FULLY RECESSED DIMENSIONSt Up to 1/2 Inch -adjustment from minimum 1/4 inch to maximum 3/4 inch recessed position. Dim. Inches mm A- 5/8t1/8tt 15,9t3,2 B-Min. 13116 20,6 B-Nom. 1-1/16 27,0 B-Max. 1-5/16 33,3 C-Min. 1/4 6,4 C-Max. 3/4 19,1 HIGH ADJUSTMENT DIMENSIONS Up to 3/4 inch adjustment from the flush ceiling position to 3/4 inch recessed position. Dim. Inches mm A- 1/2t1/4tt 12,7t6,4 B-Min. 13/16 20,6 B-Nom. 1-3/16 30,2 B-Max. 1-9/16 39,7 C-Min. FLUSH C-Max. 3/4 19,1 Sprinkler with the F700 Recessed Escutcheon, for best overall appear- ance, use Dimension "A" indicated under the "Fully Recessed Dimen- sions" heading of Figure C. Other- wise, use Dimension "A" under the High Adjustment Dimensions" heading. In either case, the remain- ing adjustment can be used to com- pensate for the possible manufac- turing variations in take-out of the fittting, as well as in the make -in of the sprinklers (as permitted by ANSI 131.20.1). tTINO ACE I For best overall appearance. tt Remaining 1/4 inch (6,4 mm) of 1- Model A Pendent Sprinkler adjustment can be used to compensate 2- Model F700 Recessed Escutcheon for variations in sprinkler make -in and a- Mounting Plate fitting take-out. b- Closure FIGURE C MODEL A RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON 2. After installing the F700 Mounting Plate (or other escutcheon, as appli- cable) over the sprinkler threads, 5. apply pipe thread sealant sparingly to the sprinkler threads only. Use of a Teflont based pipe thread sealant is recommended. 3. Hand tighten the sprinkler into the sprinkler fitting. Refer to Figure D and select the appropriate Sprinkler Wrench for tightening the sprinkler into the sprinkler fitting. The F850 Sprinkler Wrench must be used for installing polyester coated sprinklers, in order to prevent dam- age to the sprinkler finish. NOTES A leak tight 3/4 inch NPT sprink- ler joint should be obtained with a torque of 10 to 20 fi.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install the sprinklers. Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to make-up for in- sufficient adjustment in the es- cutcheon plate by under- or over - tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. In recessed pendent sprinkler instal- lations, after the ceiling has been installed or the finish coat has been applied, slide on the F700 Closure over the Model A Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100'F/38'C and they must never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers — both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section Note). NOTES Absence of an 'escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system control value for maintenance work on the f ire protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. SELECTION: Select the appropriate wrench based on the following require- ments: A. Model A Sprinklers with a natu- ral brass or chrome plated fin- ish and where the Wrench Flats shown in Figure A are accessi- ble, may be be installed using Oan8or10inchadjustableCres- cent type wrench or the Model F850 Sprinkler Wrench. B. Model A Sprinklers with a poly- ester coated finish must only be installed with the Model F850 Sprinkler Wrench. C. Model A Recessed Pendent Sprinklers which are to be in- stalled after completion of a fixed ceiling must only be in- stalled with the Model F850 Sprinkler Wrench. D r r; VWRENCH LUGS Model F850 Nylon Coated Sprinkler Wrench USE: When using an 8 or 10 inch adjustable Crescent type wrench, the wrench is to be applied to the sprinkler wrench flats only (Ref. Figure A). To use the F850 Sprinkler Wrench, slip the Wrench opening over the Model A Sprinkler Deflector by passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. Using a 1/2 inch ratchet drive or by applying an 8 or 10 inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler into the fitting. The two lugs located on opposite sides of the Wrench indicate the orientation of the sprinkler frame arms. NOTE Push up on the Sprinkler Wrench, while it is being turned, to ensure that the Wrench recess stays fully engaged with the sprinkler wrench flats. Carefully remove the Sprinkler Wrench by disengaging it from the sprinklerwrench flats, and then passing it sideways over the sprinkler deflector. FIGURE D SPRINKLER WRENCH SELECTION AND USE PSN 57-XXX-X-XXX TEMPERATURE RATING SPRINKLER FINISH TYPE 1 NATURAL BRASS 591 SR PENDENT 4 WHITE POLYESTER 590 SR UPRIGHT 9 CHROME PLATED 135 135'F/57'C 155'F/68'C 175'Fl79'Cr20200'F/93'C 286'F/141'C 360 360'F/182'C TABLE B PRODUCT SYMBOL NUMBER SELECTION STANDARD RESPONSE 3/4 INCH ORIFICE MODEL A PENDENT AND UPRIGHT SPRINKLERS WITH 17/32 INCH NPT CONNECTIONS WARRANTY Seller warrants for a period of one year from the date of shipment .(warranty period) that the products- furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. A Product Symbol Number (PSN) is not specified when ordering polyester coated Model A Sprinklers with other than a white color; when ordering color coated Model F700 Recessed Es- cutcheons with other than a white color; or, when ordering sprinklers with thread connections per ISO 7/1. It is suggested that a color chip be pro- vided when ordering special color fin- ishes. Otherwise, responsibility for du- plication cannot be accepted. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: 17/32" orifice, (specify tem- perature rating), Model A (specify Pen- dent or Upright) Sprinkler with (specify type of finish), PSN (specify from Table B). Special Order" Sprinkler Assemblies with ISO 711 Thread Connections: Specify: 17/32" orifice, (specify tem- perature rating), Model A (specify Pen- dent or Upright) Sprinkler with (specify type of finish) and with thread connec- tion per ISO 7/1. Recessed Escutcheon: Specify: 3/4" (20 mm) Model F700 Re- cessed Escutcheon with (specify fin- ish), PSN (specify). 3/4' (20 mm) F700 Chrome Plated ......... PSN 56-700.9.010 3/4' (20 mm) F700 White Color Coated ............... PSN 56.700-4-010 Sprinkler Wrench: Specify: Model F850 Sprinkler Wrench, PSN 56-850-4-001. The nominal weights are as follows. 17/32' Orifice Model A Pendent Sprinkler ......... 2.8 ozs. (78 g) 17/32' Orifice Model A Upright Sprinkler .......... 2.9 ozs. (81 g) 3/4' Model F700 Recessed Escutcheon ..... 1.2 ozs. (35 g) Model F850 Sprinkler Wrench ......... 15.5 ozs. (440 g) 7 Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A tgCD INTERNATIONAL LTD. COMPANY Sh ` rrT - -427111 G-11, G-10 G-12 G-14 G-15 G-1 6 J - No of Bol L - Max. Tap SizE K I I 1 2 G-23 A - Closed B - Open G - No.& Size of Holes FIRE PROTECTION PRODUCTS e IRON BODY BRONZE MOUNTED e OUTSIDE SCREW AND YOKE A-2073-6: Flanged Ends a PARALLEL SEATS Conventional Packing a DOUBLE DISC Handwheel 9'2V THROUGH 14' SIZES Sizes: 2W', 3", 3W', 4", 6", 8", 10", 12", 14" VP - 12" 175 psi Working Pressure - 350 psi Test Pressure 14" 150 psi Working Pressure - 300 psi Test Pressure PARTS LIST Catalog Part No. Description Material Material Standard G- 1 Cap Nut Bronze ASTM B62 G- 2 Handwheel Key Steel AISI C1018 or C1020 G- 3 Handwheel Cast Iron ASTM A126 Class B G- 4 Washer Brass None G- 5 Bushing Nut Bronze ASTM B584 Alloy 905 G- 6 Yoke Cast Iron ASTM A126 Class B G- 7 Gland Nut Bronze ASTM B16 G- 8 Gland Flange Malleable Iron ASTM A536 Grade 65-95-12 G- 9 Gland Bronze ASTM B62 G-10 Gland Bolt Steel ASTM A307 Grade B G-ll Yoke Bolt Steel ASTM A307 Grade B G-12 Bonnet Bushing Bronze ASTM B62 G-13 Stem Bronze ASTM B138 Alloy 675 Top Wedge CastIron ASTM A126 Class B G- 14 Bonnet Cast Iron ASTM A126 Class B G- 15 Bonnet Gasket Composition ASTM D1170 Grade P1161A G- 16 Bonnet Bolts and Nuts Steel ASTM A307 Grade B G- 18 Seat Ring Bronze ASTM B62 G- 19 Disc Cast Iron ASTM A126 Class B G- 20 Disc Pin Bronze ASTM B21 Alloy 464 G- 21 Side Spreader Bronze ASTM B62 G- 22 Bottom Wedge Cast Iron ASTM A126 Class B G- 23 Stem Packing Lubricated Flax Federal HH-P-106C G- 24 Test Plug Iron None G- 47 Body Cast Iron ASTM A126 Class B G- 19*• Disc Bronze ASTM B62 G- 22* Bottom Wedge Bronze ASTM B62 These parts are for 2Y2", 3" and 3! " sizes only. DIMENSIONS Size Dimension 2'/ z" 3" 3%2" 4" 6" 8" 10" 12" 14" A 12-3/4 15-3/8 17-1 4 20 24-1/2 31-3/8 37-3/8 42-1/2 50-1/2 B 15-7/8 19 21.3/8 24-3/4 31-1/4 40-1/4 48.1/2 55-5/8 65-3/8 C 6 8 8 11 13 14 16 18 18 p 7.1 /2 8 8.1 /2 9 10-1/2 11-1/2 13 14 15 E 7 7-1/2 8-1/2 9 11 13-1/2 16 19 21 F 3/4 7/8 7/8 1 1-1/8 1-1/4 1-3/8 1.1/2 1.5/8 G 4-3/4 4-3/4 8-3/4 8-3/4 8-7/8 8-7/8 12-1 12-1 12.1-1/8 H 5-1/2 6 7 7.1/2 9-1/2 11.3/4 14-1/4 17 18.3/4 1 4 8 6 8 10 12 12 14 16 K 2.1/4 2.1/4 2-1/4 2-1/4 2-1/4 2-1/2 2.1/2 3 3 L 1-1/4 1-1/4 1.1/4 1-1/4 1.1/4 1-1/2 1-1/2 2 2 4- 5/8 5.114 5.114 5.3/16 6.114 7.1 /8 8 8-1 /2 9 6- 1 4 7-1 2 8.1 4 9-1 2 20.1/Z 27 33-1 2 5-1/246 WEIGHTS 3 8 1 3 28 422 1564 H - Bolt D Circle Dia. All dimensions in inches and all weights in pounds. See Page C-1-20 for ordering instructions. NOTE: Flanged ends have 125 lb. American Standard End Flange Drilling ANSI B16.1. Turns to open. Page Rev. 689 C- 1.12 March 26, 1996 Sprinkler 101 h 1. PRODUCT NAME Viking Model M Large Orifice Dry Pendent Sprinklers Adjustable Recessed Dry Pendent Adjustable Standard Dry Pendent Plain Barrel Dry Pendent Manufactured 1993- 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 USA Telephone: (616) 945-9501 800) 968-9501 Fax No: (616) 945-9599 Outside the U.S.A. Telephone: +1 (616) 945-9501 Fax No. +1 (616) 945-9599 3. PRODUCT DESCRIPTION The Viking Model M Large Orifice Dry Pendent Sprinkler is a thermosensitive glass bulb spray sprinkler, suitable for use in areas subject to freezing. The large orifice allows greater flows at lower pressures than those produced by standard orifice Dry Pendent Sprinklers. The Model M Large Orifice Dry Pendent Sprinkler is designed for dry systems and preaction systems where it is nec- essary to prevent water or condensation from entering the drop nipple before the sprinkler operates. It may also be In- stalled in spaces subject to freezing and supplied from a wet system in an adja- cent heated area. The assembly fea- tures a sealed brass inlet, and a durable threaded steel barrel with an Electrode - posited Epoxy Base coating. The Pen- dent Sprinkler is of the familiar Model M design with a rugged 5 mm glass bulb. The Model M Large Orifice Dry Pendent Sprinkler is available in several finishes and temperature ratings to meet design requirements. The seal at the threaded end of the assembly is held in place by force transmitted from the compression screw, through the glass bulb and inter- nal parts, onto a special sealing spring. During fire conditions, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the inter- nal parts to open the waterway. The water flowing through the sprinkler ori- fice strikes the sprinkler deflector form- ing a uniform spray pattern to extinguish or control the fire. The Model M Large Orifice Dry Pendent Sprinkler may be installed with the barrel exposed, or with one of two escutcheon styles. An "E-1" style escutcheon with up to 5/8" N WXK-7. ADJUSTABLE PLAIN RECESSED BARREL ADJUSTABLE STANDARD Sprinkler Nominal Sprinkler Calling Temperature at Sprinkler Temperature Temperature Rating Max. Ambient Max. Recommend. Bulb Color Classification Fusin Point Temp. Allowed' Ambient Tem 2 Color Codin 3 Ordinary 1350E(570c) 1150F (460C) 1000F (380C) Orange None Ordinary 1550F (680C) 1350E(570C) 1000F (380C) Red None Intermediate 1750F (790C) 1550F (680C) 1500F (650C) Yellow White Intermediate 200 F (930C) 1800F (820C) 1500F (650C) Green White High 2860E 1410C 2660E 1300C 2250F (1070C) Blue Blue 1 Based on National Fire Prevention and Control Administration Contract No. 7.34860. 2 Based on NFPA-13.Other limits may apply depending on Tire loading, sprinkler location and other authority having jurisdiction requirements. Refer to specific installation standards. 3 Frames of decorative sprinklers are not color coded. Temperature is stamped on deflector. 15,8mm) adjustment (see Figure 1), provides an aesthetically pleasing re- cessed appearance. For standard in- stallations, the sprinkler is available with an adjustable, surface mounted ceiling escutcheon, finished to allow up to 2" 50,8mm) of adjustment (see Figure 2). Both styles of escutcheons slip on from below the ceiling to allow installation of the sprinkler prior to ceiling construction. Model M Large Orifice Dry Pendent Sprinklers may be ordered in lengths from 3" (76,2mm) to 48" (1 219,2mm) long', and are available in 1/4" (6,35mm) increments for the recessed style, and in 1/2" (12,7mm) increments for the "ad- justable ceiling escutcheon" style, and the plain barrel style installed with no escutcheon. 4. TECHNICAL DATA See chart (Page 101 k) for list of approvals. Approved to maximum length of 48" 1 219,2 mm). Glass Bulb Fluid Temperature rated to 650F (-550C) Rated to 175 PSI (1207 kPa) waterwork- ing pressure. Thread Size: 1" NPT or 25mm BSPT. Orifice Size: Nominal 17/32" (20mm) K Factor. Varies with length. See figure 4, page 101 k. Form No. F_101592 r ' Lengths between 48' (1219,2mm) and 60' (1524) Replaces page 101 h-k dated May 6, 1993 are available, with no approvals, on a'made to or Sept. 15, 1993 (add ULC listing) order basis. Contact manufacturer. Sprinkler 101 i March 26, 1996 Minimum operating pressure: 7 PSI 48,3 kPa). Factory tested pneumatically at 100 PSI 690 kPa). Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 SPRINKLER MATERIALS: Frame: Brass Castings UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, Nominal 5mm diameter Seal: Teflon Tape Spring: Nickel Alloy Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C31600 Seat: Copper UNS-C21000 Orifice: Copper UNS-C21000 Washer: Stainless Steel UNS-S30400 Spring Base: Brass UNS-C31400 or UNS-C31600 Gasket: Buna N Pin: Stainless Steel UNS-S42000 Tube: JIC Hydraulic Steel Tube Inlet: Brass UNS-C36000 Support (Internal): Steel UNS-G10080 Electrodeposited Epoxy Base finish Barrel: Steel Pipe UNS-G10200 Electrodeposited Epoxy Base finish ACCESSORIES: Dry Sprinkler Wrench Standard: PN 07297 Recessed: PN 07565 AVAILABLE FINISHES: Recessed: Chrome, or White Standard Adjustable: Chrome Plain Barrel: (sprinkler only) Chrome or Brass ORDERING INFORMATION: For proper shipment specify: model, ori- fice size, finish, temperature rating, es- cutcheon type, and length ("A" Dimen- sion). Dry Pendent Sprinklers are or- dered in specific lengths noted as the "A" dimension (see Figures 1 through 3). The "A" dimension is the distance from the face of the fitting (tee) to the desired finished ceiling location. The Dry Pen- dent Sprinkler must be ordered and manufactured specifically for one of three styles of installation: the adjust- able recessed escutcheon (see Figure 1), the adjustable standard escutcheon see Figure 2), or the plain barrel (see Figure 3). Escutcheons slip on from be- low the ceiling to allow installation of the sprinkler prior to ceiling installation. For limits of adjustment for the recessed es- cutcheon see Figure 1. Details and limits of adjustment for the standard ceiling Minimum ceiling hole size: 2-1/8' (54mm) diameter. Maximum ceiling hole size: 2-1/2' (63,5mm) diameter. ADJUSTMENT: 5/16' (7,9mm) 5116" (7,9mm) Minimum: 1' (25,4mm) Maximum: 1.518" (41.2mm) 3.1/16" FOR "A" 1. Determine the distance from face of tee to finished ceiling 2. Round to nearest 1/4" 6,35mm) between 3.1/4' 02,5mm) and 48' (1219.2mm) NOTE: sprinkler will be recessed approximately 5/16' (7,9mm) above finshed ceiling with 518' 15,8mm) vertical adjustment available. Finished ceiling FIGURE 1. ADJUSTABLE RECESSED MODEL M DRY PENDENT SPRINKLER WITH UP TO 5/8" (15,8mm) ADJUSTMENT escutcheon style, with 2" (50,8mm) of adjustment, are shown in Figure 2. S. AVAILABILITY AND SERVICE: Viking Sprinklers are available through a network of Domestic, Canadian, and International Distributors. See the Yel- low Pages of the telephone directory for your closest distributor (listed under Sprinklers Automatic Fire") or contact The Viking Corporation. 6.GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. 7. INSTALLATION WARNING: Viking Sprinklers are manu- factured and tested to meet the rigid requirements of approving agencies. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating, or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachver- sicherer or other similar organiza- tions, and also with provisions of gov- emmental codes, ordinances, and standards whenever applicable. The use of Dry Pendent Sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Juris- diction prior to installation. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original container. Never install sprinklers that have been dropped or damaged in any way. Never install any glass bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. Never install sprinklers which have been exposed to temperatures in ex- cess of the maximum ambient tem- perature allowed. Such sprinklers should be destroyed immediately. C. Model M Large Orifice Dry Pendent Sprinklers are not intended for use in corrosive environments. Use only Sprinklers listed for corrosive environ- ments when subject to corrosive at- mospheres. WARNING: Model M Dry Pendent Sprinklers MUST be installed into the 1" outlet of a cast iron or malleable iron tee fitting only. The threaded end of the Dry Pendent Sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accu- mulating and freezing over the sprinkler seal. 1: DO NOT install the Dry Pendent Sprinkler into a threaded elbow, coupling, or any other fitting that Form No. F_101592 March 26, 1996 Sprinkler 101 j FOR 'A" 1: Determine distance from face of tee to finished ceiling. 2: Round to nearest 1/2' 12,7mm) between 3' 76,2mm) and 48' 1219,2mm). NOTE: Deflector will be located ap- A proximately 3-7/16' 87,3 mm) below ceiling with 1' (25,4mm) upward and 1' 25,4 mm) downward adjust- ment available. P3 Finished Ceiling 1.1/2' (38.1mm) diameter t- I could interfere with thread pene- tration. Such installation will dam- age the brass seal. 2: DO NOT install the Dry Pendent Sprinkler into a coupling or fitting that will allow condensation to ac- cumulate above the seal, when lo- cated in an area subject to freezing. 3: NEVER try to modify the Dry Pen- dent Sprinkler. The sprinklers are manufactured for a specific "A" dimension and cannot be modi- fied. The sprinkler must be installed after the piping is in place to prevent me- chanical damage. Before installing, make sure the "A" dimension is cor- rect and the appropriate model, style, orifice size, and temperature rating is used. Apply a small amount of pipe joint compound or tape to the male threads only, taking care not to allow a build up of compound over the brass inlet and seal. Install the sprin- kler on the piping using the special Dry Sprinkler wrench only, while tak- ing care not to damage the sprinkler. DO NOT use a pipe wrench on the barrel of the Dry Pendent Sprinkler. After installation, the entire sprinkler system must be tested in accordance with the recognized installation stand- ards. The test is applied after sprin- kler installation to insure no damage has occurred to the Sprinkler during Minimum ceiling hole diameter. 1.3/4' (44,45mm) Maximum ceiling hole diameter. 2.1/4' (57mm). 13/16' Sleeve finish matches esutch- eon 1/16' 8mm) FIGURE 2. ADJUSTABLE STANDARD MODEL M DRY PENDENT SPRINKLER WITH UP TO 2" (50,8mm) ADJUSTMENT shipment and installation, and to make certain the unit has been prop- erly tightened. If a thread leak should occur, normally the unit must be re- moved, new pipe joint compound or tape applied, and reinstalled. This is due to the fact that when the joint seal leaks, the sealing compound is washed out of the joint. Wet pipe systems supplying Dry Pen- dent Sprinklers must be provided with adequate heat. Refer to appropriate installation standards. B. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the "Authority Having Jurisdiction" may have additional maintenance, testing, and inspection requirements which must be followed. A. The sprinklers must be inspected on a regular basis for signs of corrosion, mechanical damage, obstructions, paint, etc. The frequency of the in- spections may vary due to corrosive atmospheres, water supplies and ac- tivity around the device. NOTE: To locate deflector at minimum distance be low ceiling, with no upward adjustment zans' available, order the 61,9mm) dry pendent sprinkler Minimum 1' (25,4mm) shorter I than 'A' dimension. DEFLECTOR AT MINIMUM DISTANCE BELOW CEILING NOTE: To locate deflector at maximum dis- tance below ceiling, 4.7/16, with no downward 012.7mm) adjustment avail- Ma)omwn able, order the dry pendent sprinkler 1' 25,4mm) longer than *A' dimension. DEFLECTOR AT MAXIMUM DISTANCE BELOW CEILING B. Sprinklers that have been field painted, caulked, or mechanically damaged must be replaced immedi- ately. Sprinklers showing signs of corrosion shall be tested and/or re- placed immediately as required. Model M Dry Pendent Sprinklers that are 50 years old shall be tested and/or replaced immediately as re- quired. Never attempt to repair or reassemble a Dry Pendent Sprinkler. Sprinklers that have operated cannot be reassembled or re -used, but must be replaced. When replacing sprin- klers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protection. Nothing should be hung from, at- tached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers in - stalled. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instruc- tions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the effected area. 1. Remove the system from service, draining all water and relieving all pressure on the piping. Form No. F_101592 , r •1+ Sprinkler 101 k March 26,1996 Using the special sprinkler wrench, remove the old sprinkler and install the new unit. Care must be taken to replace the sprinkler with the proper model, style, "A" dimen- sion, orifice size, and temperature rating. 3. Place the system back in service MODEL M 17/32" (20mm) LARGE ORIFICE DRY PENDENT SPRINKLER E. Sprinkler systems that have been subjected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient tem- Authority Having Jurisdiction for mini- mum replacement requirements. operated,and secure all valves. Check and peratures, but have not repair. _ the FOR HHHH: Outside di- I A distance from71-5116 ameter face of tee to base of 33,4mrn)_._ sprinkler a. ..... ................ same as 2: Round up to mmJono..............:.UM....................schedule usmonso .............. 40 next highest increment 76,2mm) and 5/8 R: - FIGURE 3. PLAIN BARREL MODEL DRY PENDENT SPRINKLER ORIFICELARGE PENDENT SPRINKLER ApprovedORIFICEDRYApproved Dry .: Approval 2 Style APPROVEI)TEMPERATURES AVAILABLE APPROVED FINISHES FOOTNOTES 1 Base pan number shown. For completepart number, see price list, This Chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with the manufacturer for any .. additional2 3 Minimum length for Model M Large. Ma)dmurn (listed) length for Model M Large Orifice Dry Pendent Sprinklers: (*A* Dimension) = 48 inches (1 219,2mm). 4 K Factor varies with length of Large Orifice Dry Pendent Sprinkler. Refer .graph measuredMetricKFactorsshowninFigure4areforusewhenpressureIsinkPa. When pressure Is measured in BAR, multiply the metric K Factor shown by .. Replaces page 101 h-k dated May 6, 1993 or Sept. 15, 1993 (add ULC listing) Form No. F_101592 DRY HORIZONTAL SIDEWALL SPRINKLERS MODEL F960/0-46 DESIGNER, 1/2" ORIFICE The 1/2 inch orifice Model F960/Q-46 Designer Dry Horizontal Sidewall Sprinklers (Ref. Figure A) are auto- matic sprinklers of the frangible bulb type. They are designed for installation along a wall and just beneath a smooth ceiling. Horizontal sidewall sprinklers are generally used in lieu of pendent sprinklers because of aesthetic, build- ing construction, or installation econ- omy considerations. Available in a wide range of operating temperatures and in order lengths of 1/2 inch increments from 2-1/2 to 48 inches, the F960/Q-46 is intended for use in applications where the sprink- lers and/or a portion of the connecting piping may be exposed to freezing temperatures (e.g. horizontal piping extensions from a wet pipe system through a wall to protect a freezer or an unheated area of a building). When the F960/0-46 is in service, water is prevented from entering the assembly by the Plug and O-Ring Seal in the Inlet of the Sprinkler. Upon ex- COMPONENTS: 1-Deflector 2-Frame 3-Guide Tube Sub -assembly 4-Water Tube 5-Spring 6-Compression Screw 7-Bulb 8-Bulb Seal 9-Casing 10-Yoke 11-Inlet 12-Plug 13-0-Ring Seal 14-Escutcheon, Inner Plece 15-Escutcheon, Outer Piece posure to a temperature sufficient to operate the Bulb, the Bulb shatters and the Bulb Seat is released. The compressed Spring is then able to ex- pand and push the Water Tube as well as the Guide Tube outward. This ac- tion simultaneously pulls outward on the Yoke, withdrawing the Plug and 4" (101.6n NOMINAL SHOWN 90. OUT OF POSITION TEMPERATURE RATING IS INDICATED ON DEFLECTOR O-Ring Seal from the Inlet and initiat- ing water flow. The Escutcheon Plate has been de- signed to provide 1 inch of total hori- zontal adjustment (plus or minus 1/2 inch), to assure proper field positioning and to reduce the accuracy to which TEMPERATURE RATINGS AND BULB LIQUID COLOR CODE: 135'F / 57'C Orange 155'F / 68'C Red 175'F / 79'C Yellow 200'F / 93'C Green 286'F / 141'C Blue 360'F / 182'C Mauve NOMINAL K-FACTOR: 5.5 ( GPM +-TP-Si ) 79.2 (LPM + -557) S" ORDER LENGTHS: 2-1/2 to 48 inches in 1/2 inch increments FINISH COMBINATIONS: Sprinkler Escutcheon Chrome Plated Chrome Plated Chrome Plated White Painted Natural Brass White Painted S"ORDER LENGTH 2-1/2" (63.5mm) MINIMUM 4e" (1.22 m) MAXIMUM TING SURFACE (WALL) DIAMETER 1-3/4" (44.5mm) DIAMETER RECOMMENDED) FIGURE A MODEL F960/0-46 DRY HORIZONTAL SIDEWALL SPRINKLER WITH STANDARD ESCUTCHEON PLATE 9/16" (14.3mm) NOMINAL MAKE -IN r---r--1 O J (9.5mm) ' I 1" DIA. ' 25.4mm) Printed in U.S.A. 11-92 TD555 DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) 7010 15 70 ES 70 73 W M W Q 07 W O WZH. QQ N O W J0 Q W Ui J Uj W ZW U MM 111"ME MMMMMMM 1110111111111111111411111 W 111"M MMMMM MMMM MMMM MMMM MMM HORIZONTAL DISTANCE FROM DEFLECTOR BOSS, FEET A) RESIDUAL PRESSURE — 7.5 PSI (0.52 BAR) B) RESIDUAL PRESSURE —15 PSI (1.03 BAR) C) RESIDUAL PRESSURE — 30 PSI (2.07 BAR) AND GREATER FIGURE B UPPER LIMIT OF WATER SPRAY FOR F960/0-46' SEE TECHNICAL DATA AND WARRANTY SECTIONS the sprinkler fitting must be installed. The 3 inch outside diameter of the outer piece of the Escutcheon Plate combined with the 1-3/4 inch diameter clearance hole size also contributes to the ease of installation by covering off- set clearance holes. The Escutcheon Plate is a separable two-piece design which allows instal- lation of the sprinklers and pressure testing of the fire protection system, prior to wall construction and/or appli- cation of a finish coat to the wall. It also permits refinishing of a wall surface without having to first shut down the fire protecton system and remove the sprinklers. The 1/2 inch orifice Model F960/0-46 Dry Horizontal Sidewall Sprinklers are listed by Underwriters Laboratories Inc. and Underwriters' Laboratories of Canada for use in Ordinary Hazard Occupancies. The laboratory listings only apply to the temperature ratings, order lengths, sprinkler finishes, and escutcheon plate finishes stated in Figure A. WARNING The Model F9601Q-46 Dry Horizon- tal Sidewall Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as applicable standards of the National Fire Protection As- ociation, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devises. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. The Model F9601 Q-46 Dry Horizon- tal Sidewall Sprinklers cannot be in- stalled in threaded elbow fittings or plain end pipe fittings without first having the fitting manufacturer ver- ify that there will be clearance be- tween the F9601 Q-46 Inlet and the inside of the pipe fitting. Failure to use a pipe fitting with clearance for the F960Q-46 Inlet may result in a binding of the Plug and a failure of the sprinkler to operate or, insufficient engagement of the I inch NPT pipe threads with consequent leakage. The 1/2 inch orifice Model F960/0-46 Dry Horizontal Sidewall Sprinklers are rated for use at a maximum service pressure of 175 psi. The available tem- perature ratings, order lengths, sprink- ler finishes, and escutcheon plate fin- ishes are given in Figure A. The F960/0-46 must be installed with a deflector to ceiling distance of 4 to 12 inches. To meet this requirement, the centerline of the sprinkler waterway Ref. Fig, A) must be between 4-5/16 and 12-5/16 inches below the ceiling. Figure B illustrates the upper limit of the water spray, as a function of resid- ual pressure. The sprinkler must be spaced away from beams and other obstructions such that they will not in- terfere with the proper distribution of water by the sprinkler. M As AO wr. wr. ww ww rsw.wr MwM rw..w.r.RwNrw.w w...Yw.r.wY.wrwwrr w w wwww"ww"w rwwy w"wiiuww"wsa w Aa w.• w" /AlMAA wwwr.rr. ram wW NA"ww r w.wuw" w i E N:N wrw I N Y"rY"I - www.uwEMUIi Nww•AM MMMAMMMMM rsr rr"P/MM 1 wN.'IMMMMMaMfMMM MMIMIMM so 75 100 $25 1s0 DISCHARGE IN LITERS PER MINUTE 7.0 FIGURE C NOMINAL DISCHARGE CURVE The nominal discharge curve for the F960/0-46 is plotted in Figure C and it represents the flow "0" in U.S. gallons per minute (gpm) as determined by the formula: 0=Krp- where the nominal sprinkler discharge coefficient "K" = 5.5 and "p" - pressure in pounds per square inch (psi). Listing standards permit the actual value of K" to vary from 5.3 to 5.8. The F960/0-46 Dry Horizontal Side - wall Sprinklers are to be installed in fittings that provide clearance between the F960/0-46 Inlet and the inside of the fitting. The F960/0-46 Sprinklers may be installed in 1 inch NPT outlet connections of malleable iron threaded tee fittings per ANSI B16.3 or cast iron threaded tee fittings per ANSI B16.4. For threaded tee fittings, the end sprinkler fitting on a branch line is to be a plugged tee fitting (Ref. Figure A). Gruvlok® Sock- ItTl x 1 inch NPT side outlet fittings manufactured by Grinnell Corporation also provide adequate clearance between the F96010-46 Inlet and the inside of the fitting. The Plug and Inlet are brass per ASTM B16 (C36000), and the O-Ring Seal is silicone rubber. The Casing is galva- nized carbon steel per ASTM A135 Grade A. The Frame is bronze per ASTM B62 (C83600), the Deflector is brass per ASTM B36 (C22000), the Compression Screw is bronze per ASTM B140 (C31400), and the two pieces of the Escutcheon Plate are 0.020 inch thick carbon steel per SAE 1008/1010. The Water Tube is brass per ASTM B135 (C33000). The Bulb Seat, Spring, and Yoke are all Type 302 stainless steel. The Guide Tube sub -assembly is constructed of Type 302 stainless steel and brass per ASTM B16 (C36000). Branch, cross, and feedmain piping that is connected to dry horizontal sidewall sprinklers and subject to freezing temperatures must be pitched for drainage in accordance with the minimum requirements of the National Firc Protection Association for dry pipe sprinkler systems. The outer piece of the Escutcheon Plate cannot be used to hold the F960/O-46 Sprinkler in position. Pipe support must be provided in accor- dance with the minimum requirements of the National Fire Protection Associ- ation with respect to armovers and wall mounted sidewall sprinklers. When dry horizontal sidewall sprink- lers are to be used on wet pipe sprink- ler systems protecting areas subject to freezing temperatures (e.g., coolers or freezers), consideration must be given to the appropriate length of the sprink- ler that will prevent freezing of the water in the connecting pipes, due to conduction. The following are the min- imum recommended lengths between the face of the F960/O-46 sprinkler fitting and the outside surface of the protected area, when the temperature surrounding the wet pipe sprinkler sys- tem is maintained at a minimum tem- perature of 40'F: 6 inches when the temperature within the protected area is 0'F; 12 inches when the temperature within the protected area is -20'F; 18 inches when the temperature within the protected area is -40'F; and, 24 inches when the temperature within the protected area is -60'F. For protected area temperatures be- tween those given above, the mini- mum recommended length from the face of the fitting to the outside of the protected area may be determined by interpolating between the indicated values. NOTES The Model F960/Q-46 Dry Horizon- tal Sidewall Sprinkler must only be installed in fittings that meet the re- quirements of the Warning and Tech- nical Data sections. Refer to the System Design section for other important requirements regard- ing piping design. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble varies from ap- proximately 1116 inch for the 135 7/57 C rating to 118 inch for the 360T'/182 C rating. The sprinkler fitting should be located so that the face -of -fitting to mounting surface distance is within plus or minus 1/4 inch of the sprinkler order length. The remaining escutcheon plate adjustment can then be used to compensate for the possible manufac- turing variations in the take-out of the fittings, as well as in the make -in of the sprinklers (as permitted by ANSI B 1.20.1). The F960/O-46 must be installed with a deflector to ceiling distance of 4 to 12 inches. To meet this requirement, the centerline of the sprinkler waterway Ref. Fig, A) must be between 4-5/16 and 12-5/16 inches below the ceiling. The Model F960/O-46 must be in- stalled with the centerline of the water- way horizontal and perpendicular to the back wall surface. The word "TOP" on the deflector must face upwards toward the ceiling. It is recommended that a lightweight spirit level (less than 1 pound), be used to level the sprinkler fitting and the sprinkler Deflector, as shown in Figure D. NOTE The Deflector is angled forward - downward at a nominal angle of 3.5 consequently, the spirit level must be carefully positioned left -to -right, when using it to level the deflector. Proceed with the installation as fol- lows: 1. Apply pipe thread sealant sparingly to the 1 inch NPT sprinkler threads only. Use of a Teflont based pipe joint sealant is recommended. Install the F960/O-46 by wrenching on the Casing with a pipe wrench, whenever the Casing is readily accessable. Otherwise, use a 10 inch adjustable wrench applied to the wrench flats of the Frame. NOTES A leak tight 1 inch NPT sprinkler joint should be obtained with a torque of 20 to 30 ft.lbs. Higher levels of torque may distort the Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to make -tip for in- sufficient adjustment in an es- cutcheon plate by under- or over - tightening the sprinkler. Readjust SPRINKLER \ /SPIRIT FITTING V LEVEL CENTERLINE' 6" OR LONGER OF WATERWAY•' NIPPLE DEFLECTOR W'' F960/0.46 FIGURE D LEVELING OF SPRINKLER FITTING AND DEFLECTOR ESCUTCHEON, OUTER PIECE E I f PRONGS FIGURE E ESCUTCHEON OUTER PIECE INSTALLATION PROCEDURE the position of the sprinkler fitting to suit. 3. After the wall has been installed or the finish coat has been applied, in- stall the outer piece of the Escutch- eon as follows: a. Refer to Figure E and place the outer piece of the Escutcheon over one side of the Deflector with one pair of the Prongs at the bottom as shown in Figure E, and with the other pair of Prongs directly above the Deflector. b. Pass the outer piece of the Es- cutcheon over the Deflector by horizontally swinging the outer piece 90' towards the wall. c. Slide the outer piece of the Es- cutcheon over the inner piece until the outer piece contacts the wall. i DuPont Registered Trademark R 0 .,•. RATING 940 1 1357 / 57'C 941 155'F / 68'C 942 175'F / 79'C 943 200'17 / 93'C 944 286'F / 141'C PSN 60 - XXX - X - XXX SPRINKLER FINISH ESCUTCHEON PLATE FINISH 0 CHROME PLATED WHITE PAINTED 1 NATURAL BRASS WHITE PAINTED 9 CHROME PLATED CHROME PLATED S" ORDER LENGTH INCHES DECIMAL FOR EXAMPLE) 025 2.5" 080 8.0" 180 18.0" 185 18.5" 475 47.5" I945 360'F / 182'C TABLE A 1480 I 48.0' I PRODUCT SYMBOL NUMBER SELECTION IFOR MODEL F96010-46 DRY HORIZONTAL SIDEWALL SPRINKLERS WITH STANDARD ESCUTCHEON PLATES CARE r MAINTENANCE Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100'F/38'C and they must never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Cale must be exercised to avoid dam- age to the sprinklers — both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twisUslippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (ref. Installation Section.) If I sprinkler must be removed for some reason, do not reinstall it or a replacement without reinstalling the outer piece of the Escutcheon Plate. If the' outer piece of an escutcheon plate becomes dislodged during service, re- place it immediately. NOTES Absence of the outer piece of an es- cutcheon plate may delay the time to sprinkler operation in afire situation. Before closing a T re protection system control value for maintenance worh on the'f re protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. NOTES It is recommended that the piping connected to dry horizontal sidewall sprinklers be periodically checked to assure that proper pitch and drainage is in accordance with the minimum requirements of the National Fire Protection Association, if the piping is subject to freezing temperatures. A Vent Hole is provided in the Bulb Seat (Ref. Figure A) to indicate that the Dry Horizontal Sidewall Sprink- ler is remaining dry. Evidence of leak- age from this Vent Hole is an indica- tion that there may be weepage past the O-Ring Seal and, therefore, it is an indication that the sprinkler must be removed for determining the cause of leakage (e.g. an improper installation or an ice plug). The fre protection system control value must be closed and the system drained before remou- ing the sprinkler. WARRANTY I Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERING PROCEDURE Model F960/0-46 Dry Horizontal Side - wall Sprinklers are furnished based upon "Ordered Lengths" as measured from the face of the wall to the face of the fitting in which the individual sprinkler is to be installed (refer to Fig- ure A). After the measured length is taken, round the measurement up or down to the nearest 1/2 inch increment of 2-1/2 to 48 inches. Orders must -in- clude the description and Product Symbol Numbers. Sprinklers: Specify: (temperature rating) Model F960/0-46 Dry Horizontal Sidewall Sprinkler with (specify type) finish Sprinkler and (specify type) finish Standard Escutcheon Plate and "S" Order Length of (specify) inches, PSN specify from Table A). Contact your local distributor for avail- ability. Replacement Parts: To order a replacement for the outer piece of the Escutcheon Plates, spec- ify description and for use with Model F960/0-46 Dry Horizontal Sidewall Sprinkler, and Product Symbol Num- ber (PSN). A replacement inner piece for the Escutcheon Plate is not avail- able. Chrome Plated Outer Piece for F96010-46 Standard Escutcheon Plate ................. PSN 56.960-9.007 Painted White Outer Piece for F960/0.46 Standard Escutcheon Plate ................. PSN 56-960.0.007 There is a patent pending concerning certain features of the Model F960/0-46 Dry Horizontal Sidewall Sprinklers. N i Mn Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A *LICO/NTERNAT/ONAL LTD. COMPANY AIR CARGO BUILDING ORLANDO SANFORD AIRPORT FIRE SPRINKLER SYSTEM EQUIPMENT TABLE OF CONTENTS 1) SECTION ONE FIRE SPRINKLER ABOVE GROUND PIPING 2) SECTION TWO CAST IRON FITTINGS 3) SECTION THREE GROOVED TYPE FITTINGS 4) SECTION FOUR 5) SECTION FIVE 6) SECTION SIX SYSTEM VALVES SUPERVISORY EQUIPMENT FIRE SPRINKLERS 1A'. ALLIED SPRINKLER PIPE Ttip Mnst Technolo4ically Advanced Type of Sprinkler Pipe. Allied XL Pipe is a time tested threadable light wall sprinkler pipe manufactured in ?: through 3" sizes and engineered to provide the best in low cost sprinkler protection. Allied XL pipe is suitable for use in accordance with NFPA 13, 13D and 13R, and it can be used either threaded or unthreaded in wet, dry, preaction or deluge systems having working pressures of 300 P.S.I. or less. Allied XL Pipe offers superior features to conventional Schedule 40 Physical features and Cost and characteristics: Superior hydraulics Used with standard time savings: Lower sprinkler No special processes Galvanized exterior couplings. finings and system costs or thread sealants required for installation Greater yield strength High tensile strength valves Recommended paint Freight savings Reduced inventory Standard N.P.T. Exceptionally high finishes can be costs threading equipment burst strength applied to Allied XL Reduced waste Light weight Pipe 1 , 11 7 Allied XL Pipe successfully met or exceeded all the U.L. requirements and was the first sprinkler pipe to receive unrestricted Underwriters Labora= tories. Inc. listing for approved fire systems having working pres- sures of 300 P.S.I. or less. Tests performed by Underwriters Lab Flexural test: Simulating loading of typical pipe and hanger installations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembly test: Leakage and hydrostatic tests on both contractor threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSI/ASME 61.20.1-1983. Fire test: Simulating wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibration test: Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test performed by Factory Mutual' Allied XL Pipe per ASTM A135 evaluations: Chemical analysis Tensile strength Flattenability Hydrostatic performance Quality of welded seams Variations in weight or dimensions Workmanship Finish Marking Joint evaluation tests: Threaded per manufac- turer's recommendation Threaded per observed field practices (Both "drop -head" and "adjustable") Butt welds Flexible pipe couplings on roll -groove -ended pipe Plain -end fittings (Locking set -screw engaging pipe to a predetermined dimension) Plain -end fittings (Locking set -screw engaging pipe to a predetermined torque value) Hydrostatic tests per ASTM A135 on: Threaded assemblies Welded assemblies Hydrostatic tests performed at 4 times the pressure ratings: Plain -end fittings Roll -groove fittings Bending moment tests: Samples were internally pressurized to their rated working pressure Vibration tests: Threaded joints Plain -end fittings (Locking Set -screws engaging pipe to a pre- determined dimension) Plain -end fittings (Locking set -screws engaging pipe to a predetermined torque value) Cycling pressure tests: Three similar assemblies were cycle pressure tested 20,000 times from 0-125 P.S.I. Thread strength tests: Allied XL Pipe behaves similarly to ASTM A53 material Allied XL Pipe has a much higher yield strength than Schedule 40 of greater wall thickness Threads are easily cut on Allied XL Pipe No leaking, loosening, weakening or other evidence of failure was detected in any of the above testing proce- dures. Tested against conventional SK40 product Comparative tests summary - Allied XL Pipe vs. Schedule 40 Construction and Instal- lation: U.L. stated Allied XL Pipe is suitable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical strength properties equivalent to or greater than required for Schedule 40. Flexural: Allied XL Pipe passed Schedule 40 flexure test requirements without leakage. Hydrostatic: Assembled Allied XL Pipe, threaded in accordance with ANSI/ASME B1.20.1-1983 can withstand internal pressure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pipe did not leak at or below 600 P.S.I., twice its normal working pres- sure, and did not exhibit any signs of weakness, deteriora- tion or wear at the threads. Fire resistance- The me- chanical and bending strength of Allied XL Pipe provides equivalent resistance to the stresses imposed by fire. Burst test. Allied XL Pipe tested to 9,000 P.S.I. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied XL Pipe would last up to and exceeding 100 years in most automatic sprinkler systems. It is expected that particularly corrosive condi- tions will result in a shorter service life, as it will for Schedule 40•'. 9 k Approved O7ro Approved Factory Mutual Approved for wet sprinkler systems in 1' thru 3' sizes. Details available in February 21,1984 report by Underwriters Laboratories Inc. ULC - Details available in January 10, 1990 report by Underwriters Laboratories of Canada. ULC approved for wet systems in threaded application. ULC approved for wet-dry-preaction and deluge systems in unthreaded application. Specifications, descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. SALES OFFICES AND WAREHOUSES United States CanadaAlliedM1IZONAPrpN. 650,7-TT YM.71aN.1tl.-NOTI7T76575 NEW JERSEY W5-I NYC Aro61L.c.. PN OMK-9e e... e,..6 Ra-R0,1 Y6.0600 ALBERTA C.gw7 TTC Ile-Wo S0w SL SE ew 7-1.00177e•M6. CALIFORNIA NEW YORK 1bc w ,,WT -,74 Ww.6q M. - m61 ML70w E*ivW TSO OWS-n7w 12W SL-14M 459.9M' TUBE &CONDUIT O C. 97070 - M GW. W.T - 16191u7.6001 F, dwW 960' - 6D15oM P,tw." A•' -17IU 777.IIY N. p-6,O MMS-19Y NPro ww-NISI Y7•e700 NORTH CAROLINA cro1bA 7+7M-,rn WM W.1r.051-ITo.l re-..r BRITISH COLUMBIA Ny ro yyy 7T. _ 75Y Kw ../ w - Non TWISS, va. q wq-16MItn97++ S. c1.mw.. Neu -.71 RKII.O. BN6 - W61 u "M OHIO Rc1. v.. vsvm-7s00 MANITOBA COLORADO C.+cM6n.Sr7T_102SIrOwM.-r5,T7.7.OUO W,,,•„y"Wa-TnC. "SL-"I77-W, 16100 South Lathrop Avenue F..w., $I-C6DI RS•7161 197YE.. SS. SL-1i+61 N+.7+ NOVA SCOTIA Harvey, Illinois 60426 FD DAMW-7175 M.- 9N0_1a71 W..-a OKLL„ AMOAw v" 7.uS-.116 S.In 7ft Ea.M-19,61692.6oY 0. 0we,PS-70vae o.- Roll w6+77 ONTARIO cEOAOIA+1+-Into ww7awr- a5wroaa.Nw_Iw.lx..6:o, ORECON w. wymo-7:ww6.w7wM_ISoola7T,o+ b6io,'cMW11ci we"0~9L-`14,61 ''; 312) 339 1610 HAWAII N.W41 mn - wo M.gP+.glu SbM/, _ 19Y1 W9.2797 PENNSYLVANIA 9. n,.„n :9076 - 1411 FIT* P4 - MIS) on -am S.— NTT 9G6 - 71, C.-..w 51 -151%77 40C Su0a. 7 IN SPS - RT5 K." W. TN . R.W - I'. $7, 9.0C 1- 800-8ALLIED ILUNOIS P•,•..I+u»-17T1„ pkn.-N1T1721.M" OVEBEC Y:- i•00 11 A GrinnetlPANY I.... TWSW. - 15,005..- N.O 51-17121 MT.15M INDIANA TENNESSEE M.-. W.. 7e,12 - 715 Cw1KK..4 51 - IY,1.59-7105 7Trn 0- 1717 E_Na P..-,Sl Tu.7a7 M—..w IV6- 3M tw, T.61151.. Ww,-D1n SASKATCHEWAN n A COMOwz75-0615 E3310 S,.-!717I YS-747. Pa.N.. LOUISIANA NW-•w TEXAS R. yn.SHEIVA_ 7YW5L- 17Y1 s17•ss76 5....Pw• - STK SBS - 500.ns, AnM E-170617.7'6•.. 6.w70T-700t...mN-,, 6wn00-15MIuT.0767 gTVA'_7.15Ea.P_D.w-Imn.Y•..+. cm~ In*, - "" D,6 0~ I67 - m7I n5.677+ MARYLAND Cwrn.. 2+0w - OM Sro.O., R-. P•-T-130117e1.9100 MASSACM -120ETTS w6IGAm-,79SM... PRe-R,n9Yeaw VIROWIA WWI 22W - IqO 9.9.0" she - INO Y748M pp.1v 0 MI - 43M EIA" ft - W419?2•Yw Gliiiiiell MICMICAN TP1+F1MY-7NSSa,.,. T..AI,.16-01T 79t•7e0D WASNINOTON KWW—S- -12 S•, Y.SL- ROR 9SI.Y95 9667i-e,5 Da61..- RgR.75•.W MWNESOTA WISCONSIN ISCON j SUPPLY SALESCO tI'F Y e,. VW 1001-1201W9WIN. - 0111IWI ,7, MISSOURI L61-w.... 57977 - 1e19 VMI SL Pw0 M - Nut p17•p0p SWDOFVMffMUrTWD06'g n sw" C9s S. %.. 67110- 1615 S. iw 09W.W.W-131.1771.W2b T.M" 1341 E+n.000A,W"A N Kr,.w Cn6.116 - INO W.—-19,61.7445M c'um n. RI W910 1 14011941•0090 Gr,nr* CWWalwn Ea9cuave Off"' 3 Tyco Pao Eww. NH----- IBO31770•ffiOC SI S O'CD DRINTLn IN 1I C a ALLIED SUPER FLOTM ENGINEERED LIGHTWALL SPRINKLER PIPE The Most Technologically Advanced Type of Sprinkler Pipe. Super Flo Pipe manufactured by Allied Super Flo" Pipe offers superior features to conventional Schedule 10 Allied, represents the latest technical Physical features and Useable with standard Cost and time Standard hanger advancement in fight wall sprinkler pipe for low cost sprinkler protection. characteristics: Superior hydraulics grooved couplings. fittings and valves as savings: Factory roll grooved spacings Standard equipment Super Flo Pipe is manufactured in I' Black exterior finish well as plain end ends for welding and through 4• sizes to ASTM A 795 Substantially greater fittings 1 o applicables1h Available cut -to- grooving T E. Grade A, for a maximumy yield strength listed, approved length working pressure 01 300 psi. UL and Very high tensile working pressures). Freight savings ULC listed for use in wet, dry, strength Available in I' through preaction and deluge systems. FM Light weight 4' sizes approved for use in wet systems. Engineered for welding Super Flo" Pipe represents the latest technical advancement In light wall sprinkler pipe. Ideally suited for use in most sprinkler system Installations,. Super Flo offers advantageous hydraulic design capabilities. Light weight but Incredibly strong, the precision - engineered Super Flo light wall sprinkler pipe allows for ease of handling to facilitate Installation, at significantly reduced labor costs. Complies with ASTM A 795 Super Flo Pipe is manufactured to ASTM A 795 Type E, Grade A standards. Coating Super Flo products are coated with an environ- mentally approved and specially formulated modified acrylic coating that is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Fabrication Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding, and roll grooving. No special process or equipment are needed for fabrication and installation. Flow Characteristics Larger inside diameters provide Super Flo with superior flow characteristics. Significant improvements over both Schedule 10 and Schedule 40 lend themselves to hydraulically calculated sprinkler systems. The table below shows the differences between Super Flo, Schedule 40 and Schedule 10. Economical Benefits Super Flo is offered in both plain and factory roll grooved ends. Special cut to length orders are also accepted for Super Flo pipe. Physical dimensions allow use with approved/listed standard plain end fittings as well as grooved couplings, fittings, and valves. Standard hanger spacing requirements are permitted for Super Flo pipe. Size range is from 1'through 40. UL & ULC Listed/FM Approved Super Flo is manufactured to ASTM A 795, Type E, Grade A requirements. Listing/ Approval included the following considerations: 1. Flexural strength 2. Fire resistance 3. Sidewall burst strength 4. Vibration resistance 5: Corrosion resistance 6. Joint strength 7. Hydrostatic strength 8. Welded outlet strength Copies of laboratory approval reports are available on request. SUPER FLO FRICTION PSI/FOOT LOSS C-120 PIPE WEIGHTS/FOOT NPS I.D. In, O.D. In. GPM SUPER FLO SCH-40 SCH-10 SUPER PCS./ FLO 1 LIFT SCH-40 SCH-10 1' 1.197 1.315 40 2467 4691 3773 7911 91 1.68 1.40 11/4, 1.542 1.660 100 3915 6721 5426 1.008 61 2.27 1.81 1'k' 1 1.752 1.900 120 2945 4445 3592 1.404 1 61 2.72 2.08 2' 2.227 2.375 150 1384 1989 1616 1.769 1 37 3.65 2.64 2Y2' 2.727 2.875 300 1860 3018 2198 2.211 1 30 5.79 3.53 3- 3.352 3.500 500 1752 2696 2006 2.705 1 19 7,58 4.33 4' 4.352 1 4.500 750 1040 1520 1154 3.486 19 10.79 5.61 ied SALES OFnCES AND WAREHOUSESAllUnitedStatesTUBE & CONDUIT ARIZONA N.-- 00g7_7,a1 Mew Th- AO -Roll 7i1636 CALWORNIA 16100 South Lathrop Avenue °`° °°'°-'`"'""-"""'M41 a.-, m-off G.Ift -.. n.-.4c •nlw Harvey, Illinois 60426 ""'"""'-,0"/ A... w.,-NI"NT,T00 SOM,- O .0 - 71 b-b bA - NI" YI407, ORADO 708) 339-1610 `o -@M "n..w-oa-17o71w-nP FLO 1-800-SALLIED°Dv.,. GEORONI A Grinnell COMVAN`/ AW-7on--w..w.r b.11w-I.MIa»a7o1 r(• NIW El..e11 MrOI - wW ..11-1w a. w • - IE001,AT1-00 ILLM01S 11- w, . OU.-101000..I M..MS -17,01 MI.,wA 004ANA w...- 4W"- Er,a Ir 3"a -171n E..7.:. LOUISIANA mb- Mr- 700 J1-r.w1 Mr,. i.. 1100-OWI OT-0LT MARYLA1D Cave. PON - oeat a..w IIn-..-Y - poq 30•N10 MASSACHUSETTS C~ am-" 90l_. R0-N1710Aa-10 MICHIGAN t. N- 44,40 - E,-00 T.-7 •+-"" C, - °,717W7IK" YNNESOTA a. w1., p-, yyl _ 17p w 0r, a _ 16,71 M.•7,T I MISSOURI I YY. ror*;; We mUww-M.1""W ISM 6i91SP PRINTED IN V.SA NEW JERSEY ( Metro NYC An.) W..w P. %o7m7 -"11 - &.- K - OM) 00.a000 NEW YORK o-w- wo7 - tw I..--.7 A- - MCI "7-TOW NORTH CAROLNA C.A-. 3700 -1.J1 wM 11--,.W a - MM) 770A.T OHIO Cirt...-. SA7 _ NQA IrM.Iw-15,317.7-0..0 C.ww-..., 07 - "0.•M E.- IE-, a - ITU..7,+71, OKLAHOMA W.- I., q -.,N 7.u1 Tow U-,,,,. - Ire) an-4010 OREOON w gme- 77.0 N-...-7-wM-Is=m.rlw PENNSYLVANIA e. O, N7y - 17w M,.3"46- TlNNE39!! APProved Canada ALBERTA 70 A. E 1" - ImM70,•M aCw10ws-1u0 Eaw3L7I4" BRITISH COLUMBIA ft aw r.-w.ro Y i,7 T7--i000Vkn*"- IWIV3- MANITOBA n.. 7M, w.."10" Ma _ YT7 CwT a - No9 NOVA SCOTIA oww-0 L701-0 OHTARIO J_" C,-„ IRE iN -./0 7.-„-, 4 -1•,-1 W . WIT 31 _ V,,C OMa RN,"I INOn 1017 PA EV0- In,I..T LI ft. -170010T.-G, OVEBEC I. w.- 11,.. w0 - 7000 11. 7L ...- - 11,•13"' SASKATCICWAN A.--1- - TR 0M - p}.n10w- E - 17Y• .•, •r' w.-d1. a1a _ a7 w,+.,rr a -1-0,1 w•ra MW+.. 777,0- U,f °ww.r-N,"7u.y17 O Grinnell* - T..ry "N,-E. 7lEr lMwo,,..-R1.1 y0r.0 s. riop_Eow or a,elA7-Ina-7sa7n t ' SUPPLY SALES COMPANY VIRGNN r 770W - IAp aa-w. 0.A - I00.1 m+.00 Nrw.-r - aTi9 E,M,+wa - NOq mM10 WASHNGTON ww N= - art A Her a - IM 351.0007 Ie„O•,w. mn-ro ct e--,am4n...W WISCONSN I- Ella- Iw0wra I..M-1.1., 00,4CIN uomca upporV AM. 0WO-Wn Sarwe67 I311 Eirmood A, arw9 Grwn RI QM0 NO1104140M G11-9 QWW W Mel Ea-cw.- O-rc- 7TrAPN Eswr. NH Do= - ISMI 770.92M f4e/ 4(Z- 4,IQ 4V 4qZ Gj GO Allied Light Wall Pipe is a quality domestic manufactured product with exceptional physical characteristics and advantageous hydraulic design capabilities. Ideally suited for use in any sprinkler systern installation, Allied light wall pipe is a proven performer that complies with the exacting standards of ASTM-A135. Lightweight but strong and durable, the precision -engineered Allied light wall pipe allows for ease of handling to facilitate installation, at significantly reduced labor costs. Complies with ASTM-A135 standards Allied light wall pipe meets the precise requirements of ASTM-A135 governing tensile and yield properties, toler- ances, material composition, etc., as well as Allied's own exacting standards of consistency and quality. Reduced weight with increased strength Allied's unique in -line cold forming process produces a work hardened light wall pipe with exceptional tensile strength. Allied light wall pipe averages 30% greater tensile strength than the minimum requirements of ASTM-A135 grade A) and is resistant to permanent deflection. In addition, the superior quality steel used in the manufacture of Allied's light wall pipe meets the ASTM-A568 requirements for carbon and high strength, low alloy steel. Ease of handling for cost efficiency The lighter weight of Allied light wall pipe assures easier handling, resulting in reduced installation costs and considerable freight savings. Flexible design for maximum engineering capabilities Allied light wall pipe's larger inside diameter provides increased water flow and volume, which can reduce pipe sizes required for many installations. Cut -to -length pipe availability also assures greater system flexibility, since systems can be engineered minus the installation restraints imposed by standard pipe lengths. For further flexibility, Allied light wall pipe is specially designed for use with either plain -end or grooved mechanical fittings. Trade Size OD ID Nominal wall Thickness/ Inches Nominal Weight Ft. Bundle Sizes PCs. per Odle. 1" 1.315 1.097 109 1.40 91 11/a" 1.660 1.442 109 1.81 1 61 11/2" 1.900 1.682 109 2.08 61 2" 2.375 2.157 109 2.64 37 21/2" 2.875 2.635 120 3.53 30 3" 3.500 3.260 120 4.33 19 31/2" 4.000 3,760 120 4.97 19 4" 4.500 4.260 120 5.61 19 5" 5.563 5.295 1 1134 7.77 7 6" 6.625 6.357 134 9.28 7 8" 8,625 8.249 188 16.94 7 Allied TUBE & CONDUIT 16100 South Lathrop Avenue Harvey, Illinois 60426 708) 339-1610 1-800-SALLIED nA Gruutell COMPANv SALES OFFICES AND WAREHOUSES United States ARIZONAvnw,•o a5M7 - 7171 W-M 7II-os %-111071272-6535 CALIFORNIA El Carl, 92029 - M G.04 W.r -161% u7.%0, iuMMn 9M7, - 901 SWIM RIKr-y Av- - I:,u 777.11% pale MMS-19Ma Wp-N0 Sacral.- r19 "a,. - q1Pc-.`*, ii,% 9M P,41 COLORADO Do`. e. 60.O7 - 2 175 JN S' - 13031975"d. FLORIDA I•., M 776`a - ,NO M.YJI- 6M - 161 ), 671.J'S, GEORGIA A 7071a- as NnV•sr- D,. rrn-.101157-5:01 HAWAII ILLNI 5% 619 - 970 Wo,InaPM S." - ISM E77-77117 w-, ao. M - 15100 Saw NrW 31. - 17171 8.7.1500 INDIANA rolW" O".aaM - M'S Ear 0J16 9- I"'?) 17,7IMS-M7. LOUISIANA J- S"- o170 2, _ 500 JMlwwn Nn. 9r- n00 -150-1 877.07M MARYLAND Co.," 710. 4 - %as 6-m,, IM R.., -1301. 3914190 MASSACHUSErTS C' 0207, - 170 SI-- Re -161 n 6M4650 MICHIGAN ia, p Mlp-T,{%ao+p MwrlwP -17, 71 :e7.73V.' MINNESOTA MISSOURI 9 1- 41,10 - WS Sar, n.13w`-a. - .11.. •-•.. . Versatile Allied light wall pipe has been tested and qualifies for use in automatic sprinkler systems, meeting the requirements of NEPA 13, 13D and 13R. Allied -light wall pipe is available in the following sizes: Trade sizes 1" thru 4" in lengths 21' & 25' Trade sizes 5" thru 8" in lengths 21' only specifications, descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. NEW JERSEY ( Moira NYC Area) I ¢w, Rr. 07035-M 11a,-+Oroa.M-17011 M4600 NEW YORK Ra.n 14007_1748 U"I" A"•-171}u7.7M0 NORTH CAROLIRA I MCI Ypr maw." V - 17w) OHIO C. s..IM-Sn' -1075 L. - Aw-15171104'40 Cy.-M, W u107 -17%•%Ear SSN 9. - R161 .71.J)•• OKLAHOMA 1.. Y 7m5 -.116 as vI 701n Ear Al - 19181 SnAM0 OREGON rn. nr 97a10 - 7740 NVP--r 79+, Al -:5071 273.7101 ENNSYLVANIA irN" r H 1.11iRap- A.O. IM Y 45410In= -,-%•• TENNESSEEM. W. 7-11a - 93 C,voa nrd A- fW1.5a-TM now -77a10_ 1317E7•n Nar•---R1s)aM-Ian TEXAS 1• 9 7s%, _ MM [r aw D-w - R,.1 w•M,. 11-II- 1-n 77%1- N%OIS CIVen rh - m7I6nJu7, VIRGWIA Nw%. a7M. - I'M Oaw,r-- 9, - IaMI N7."W ft-.M 3=1 -.aM E~- a4 - IM.I r!t•69w WASHINGTON A. van - ova 9o'96. S. -I2951 M,•951115 wv-.9Mx - na or v - Iaa1.M+M. WISCONSIN M,....« 51: J7 -1nS J..r 9 Ry •.. - ••• n+.,.w Canada ALBERTA C. gr7 TIC 1a9 - SfaO 70R 9..5E Mr) -,J07 i'FYL EO.rrv1 r30Ows -117W 1a0-19 - Iw7. •srw• BRITISH COLUMBIA NrM-Ir VOT a7. _ r.c1- IIrY VSV m _ 7900 Vi.q V,-r -ISM: r-i.ar' MANITOBA In .. M R77I on - M C~ S. - •77• '-• Wt. NOVA SCOTIA ONTARIO 5W., 0. 0 LIE 7149-470 3.-r51 7Ps4-1a7 aC3 _ t0 r10ra1 Qr-. 9 - Sa-r a,MnPX 3 - 1775 R-p 1p- SM: - ..-:. • -.. OUEBEC masnal NarIV6-JIMD~1~9 wn.. .: :a•::' SASKATCHEWAN R- ar1- O.7V.7_MSMa 9-17MI M7.5S% 1 W.sw,- OM fOl Sp5..70$~E- ):+ n Grinnell - SUPPLY SALESCONP. 4.1.1• 1"WOCa1 su0007vMar9OM1D D93'sn S+' •' +S 1041 EIIR1n000 Al nuo Cranston. R102910 1401) 941. MM Gm19a C9rmauon. Ea6C,.Nv9 ON,r Grinnell pressure ratings, psi saturated steam: 125 liquid d gas at 150' F: 175 cast iron threaded class 125, (standard) pressure tatings, bar l saturated steam: 8.6 liquid 3 gas at 651 C: 12.1 Grinnell standard and extra heavy cast iron threaded Grinnell standard and extra heavy fittings in this fittings are manufactured in accordance with ASME section, sizes 1/4 NPS/8 DN - 12 NPS/300 DN, are B16.4 (except plugs and bushings, ASME B16.14). included in the "List of Inspected Fire Protection Dimensions also conform to Federal specifications, Equipment and Materials" issued by the Underwriters' WW-P-501 (except plugs and bushings WW-P-471). Laboratories, Inc. elbows 90° elbow straight: fig. 351 G JOV flanged and threaded fig. 371• B - A - B A A: center to end of pipe B: center to face of fittin weight approx.) each fig. 351 black fig. 351 galy. I fig. 371 blacksizeA8 NPS DN in mm in mm lb kg lb kg lb I kg 8 z 13 he 21 16 08 17 08 3/e 10 9/16 14 15/16 24 25 12 26 12 z 15 1715 17 11/9 29 40 19 41 19 3A 20 3/16 21 15he 33 60 28 61 28 1 25 h6 24 Vh 38 92 42 95 44 11/4 32 11/e 29 15/+ 44 1.44 66 1.46 67 1'/z 40 15/16 33 1'Sh6 49 1.95 89 2.00 91 2 50 19/16 40 21/+ 57 3.13 1.43 3.21 1.46 2'/z 65 1'3/16 46 2"he 68 4.94 2.25 5.13 2.34 10.22 4.65 3 80 23/,6 56 31/e 79 7.21 3.28 7.40 3.37 13.25 6.03 4 100 2"/,6 68 313h6 1 97 1 12.17 1 5.54 12.67 5.76 21.56 9.80 5 125 35/,6 84 Wh 114 21.46 9.76 28.13 12.79 6 150 3'/e 98 51/e 130 31.33 14.241 33.33 15.15 40.50 18.41 8 200 5'/,6 132 69h6 167 64.56 29.35 67.14 30.52 80.06 36.39 Nominal Pipe Sizes of 4/100 DN and larger have two holes tapped for stud or tap bolts. 45° elbow: fig. 356 size A B black NPS DN in mm in mm lb 8 he 11 5/+ 19 16 5/e 10 7/16 11 13/16 21 23 z 15 hs 11 7/e 22 37 flanged and threaded fig. 372 3/+ 1' 20 25 z 9/16 13 14 1 1'/a 25 29 55 83 11/+ 32 5/e 16 1'/+ 32 1.33 1'/z 40 16 21 1'h6 37 1.79 j 2 21h 50 65 1 1'/,6 25 27 1 "h6 11Sh6 43 49 2.89 4.29 3 80 13/16 30 23h6 56 6.44 3'h 90 1 '/5 35 23/a 60 8.42 4 100 19/16 40 25/e 67 10.64 5 125 1-1/e 48 3716 78 16.96A: center to end of pipe B: center to face of fitting 6 150 23/16 56 37/16 87 26.02 8 200 27/e 73 41/. 108 50.17 i 1 NPS/25 DN size available in 1 NPS/25 DN x '/z NPS/15 DN reducing size, black or galvanized. weight (approx.) each fig. 356 fig. 372 galy. black kg lb kg lb kg 08 17 08 11 17 38 17 25 56 26 38 88 40 61 1.36 62 82 1.83 84 1.32 2.96 1.35 1.95 1 4.35 1.98 2.93 6.65 3.03 3.83 4.84 11.22 1 5.10 19.88 9 : - 7.71 17.38 7.90 11.83 26.19 11.91 35.31 16.05 22.81 52.00 23.64 64.41 29.28 pf-63 cast iron threaded, (class 125) Grinnell pressure ratings, psi saturated steam: 125 liquid & gas at 150' F: 175 7 pressure ratings, bar saturated steam: 8.6liquid & gas at 65' C: 12.1 v'gC (approx.) each tees size A 8 C D E F black galvanized NPS DN In mm In mm In mml In i mm in mm in mm lb kg Ill kg straight tee fig.358 l' h 8 r3 h t3 16 17 h Is he t3 h 1'h he Q 11, 1 1'h i Al 1 1'h I•• 1 1'4 22 35 56 2?I M 5E h 20 he 21 he J1 I's 2+ 1'he 3, 1'i's t•1•e 81 85 1 25 he 21 M 2- She 21 1`h 1.25 1.3t 32 t'h 29 1'h 1'h 2c 0. 1: 1% 1?. 2.039: 2.07 1Shs 33 1'hs 33 1'be 3, Oh$ 1'$s 1'She s 2.70 1: 2.72 D -- C -1 I , 2 2'h, 5J E5 1'he 1•'hs 40 E 1'lu I' ,4 1; E 1'he 1"!" c. 2'l. 2"hs 2'!. 2"hs Ec 2'L 2"hs 57 EE 0.23 6.67 193 3 % 4.33 6.79 3 ev Vi,s 56 Vie Phi 314 7i 3A 7; T.'s 0 10.00 is t0.16A - B 3'h 90 The 62 2`6e 27he 62 37hs e- 3'hs b the 87 13.29 c Ci 13.82 e 1 4 t • 2"hs c. 2" he 6c 2" hs 6E 3'h is 3% 9'_ 3S1, 9- 16.33 1' 16.99 5 6 8 125 150 NO The 391 5'he 5- 9e 132 The A 5'hs 6- 92 3'h, 3*4 On 2. 92 Ch 5'le 611,s 1;- 130 167 4'h 5'h 61he 1:4 13C ii7 C'j 5'b Who 1;: 13C I6% 27.33 40.85 79.00 2-.-. 55% 5, 27.6% 41.40 81.25 T - - A, B, C: center to end of pipe D, E, F: center to face of fitting reducing tee fig.359 h 15 h 5 3i 10 8 he he 17 17 In he 17 17 Ss 19 21 1'b 1n 29 29 1'le 1'A 29 29 1'h 1'i 29 29 57 57 25 25 3+ 20 2 3i 15 10 he he 17 17 he he 17 17 3ie a 21 2- 13Ss 13 3C 3+i 1$e Vie 30 3C 1% t:, 32 32 76 75 5 35 1% 20 6 11 As 11 h 22 1%,e 27 1'ris 27 11,e 30 62 29 h 15 h 30 15 is As 21 17 346 he 21 t% Me 3Se 21 2t IXs NSe 33 30 1% 1% 32 29 IN 1i: 33 32 75 64 3- 29V.. M, 3. b 3: 20 As 21 3Se 2- As 21 13is 33 1%. 32 13ie 33 79 36kiii h 15 h 15 3S 20 3is 21 S4s 21 he 17 1'/. 32 17. 32 111s 30 68 31 20 1S6 21 As 21 Ss 22' 1% 35 IS 35 1Rs 37 1.11 51 1 25 it 15 he 17 9" 17 As 24 VA 32 V,5 32 Vi 35 1.01 46 1.03 8 he 17 hs 17 1$ 29 I'/4 32 17. 32 Vi 35 1.01 1 25 3'4 20 1 3. 25 20 54e 3s 2- t 6 3;s 2- 2t As 3St r 21 1'h 13e Y 35 IYn 13'$ 3- 33 1:i 1As 3a 37 113 0011' 52 A6 i 15 hs 17 he 17 35e 21 1'% 32 13is 30 Ili 3^ 891.11 1 25 7s 21 Ss 21 3Ss 2- 1:t MIli 35 Vh 38 1.08 49 h 15 3SS 20 3ie 21 As 21 3Ss 21 1?i 35 1%. 32 iAe 37 91 A2 0--t- C h 15 he 17 3'. t 3 3Ss 21 1:4- 32 134 3a I It 35 90 41 I A is d 1 25 M 24 9fi 21 3Ss 2- I!i 36 1:: 32 1.4 3a 1.08 A9 B 114 20 15 3S Ili 20 15251 As 1 24 25 s 1 21 25 As is 21 2: Iris 1'.is 37 3% lls Ile 37 37, 1 ? 1 1% 35 3: 99 1.00 A5 4 1 25 1Ss 21 3Se 21 1'A 29 1'/n 4-; I'/s 10 1"As 3 1.73 79 1 20 3Ss 21 3Ss 1.t 29 1'/,e 3" 1Gs 3% l.i 1.57 2 A, B, C: h 15 As 17 s 17 116 29 1% 33 13Ss 33 IN 4 1.47 67 1%: 32 1'a 29 t$ 2"c I i 2% I'. 11%e N: 1.79 82centertoendofpipe D, E, F: center to face of fitting VA 1 s5 1 25 0 5 94 3;e 21 2 3Ss 3ie s 22 132'e 1'i 11, 2% 11is 1%;s 1.i; 13,e 1'i 1 1'iis 1't 1':, 1 1.53 1.36 1.27 r2 1.56 1.30 1', 1.73 1 26 s 3+, 11e 1',s 1is 1-;a 1.43 15 11: ts'+e 1'> 1.27 15 I'A 32 Vi 29 13 25 115 29 1314 1 13is P, 1.64 75 1 25 Ss 24 Ss 2- 13 29 1'/,e 1C Ili 35 1"As 1.38 83 h 15 1* 15 Ss 2: is 21 I% 29 1:1,e 37 11u 3- Vi 1,00 A6 I 1 3 1 1'i 3_ 1 i 1'i i 3+a 1':;: 1'i,4 1'ia 1.49 E- pf-65 Grinnell cast iron threaded, (class 125) coupling hex coupling.;. fig. 366 across flats size I A B I C each 1 1 25 i 1$o 1 49 1 1 "As I 43 I '/u 1 14 I .82 1 .37 I- I - reducers weight (approx) weight (approx) sizeeach each B®black NPS DN NPS ON in mm in I mm I IC kq NPS DN NIPS DN in mm in I mm H y concentric reducer '/4 20 'h 15 % 16 19As 1 40 .40 .19 2 50 1 25 121A, 65 1 2.98 1.36 fig.367 ,/IS 11 1 2'h 65 1 h 40 ,, D / 20 h 38 .63 .29 . 19 2 51 3.10 1.41t25 : 1 15 "/le 17 V" 43 .54 .25 2% 65 14s 24 29A6 71 4.40 2.00 1 25 'his 24 2% 54 1.07 .49 3 80 2 50 1 „e 27 2'/4 70 3.96 1.80 AMM-'- e i 1'/4 32 '/4 20 1 25 2% 54 1.07 .49 ?, 20 '%e 24 2r4 63 4.31 1.96h15 '/,e 14 11,6 41 .84 .39 1'% 32 1 25 2% 57 1.45 .66 4 100 3 80 1'/,e 27 3ii 79 7.01 3.t9 1 25 'h 13 Vi 44 1.50 .69 2'h 65 1'Aii 30 14 79 7.78 3.54 q 1'h 40 % 20 'h 13 1% 41 1.20 .55 2 50 1'/is 30 2"A 75 6.50 2.96 h 15 'h 13 1% 41 1.00 .46 5 125 4 100 1'% 27 35!IS 84 10.48 1 4.77 1'h 40 % 22 23/e 56 1.98 .90A: end to end of pipe 1'A 32 "he 21 2% 54 1.78 .81 5 125 1% 29 3tss 90 t5.53 7.06 B: face to face of fitting 2 50 1 25 'u 19 2 51 1.83 .84 6 ta0 4 100 1% 29 3',16 87 13.83 6.29 hex end % 20 % 19 2 51 1,90 .87 h 1 15 'h 16 2 51 2.00 1 .91 8 200 6 150 1'/ 32 3A 98 29.10 13.23 weight (approx.) each size A B black galvanized NPS DN NPS DN in mm I in mm lb kg lb kg eccentric reducer '/. 20 'h 15 '/s 14 1114 38 .45 .20 - - fig. 368 1 25 % 20 /s 11 1 h 38 .61 .28 - - h 15 h 13 1 /e 37 1 .57 .26 • • 1 25 'h 13 1 "As 43 1.00 .46 • • IMIMAko.1'/4 32 '/+ 20 'h 13 1% 41 .90 .41 - - h 15 '/,s 14 1% 41 1.00 1 .46 - - 1'/4 32 % 16 1'h 48 1.26 .58 • • 1 !i 40 1 25 9AS 14 1% 44 1.21 .55 - - i 20 '/,s 14 1"As 43 1.17 .54 - 02 'h 15 "/,s 17 1% 44 1.11 .51 - - 1'Ih 40 % 22 2'/,s 56 1.93 .88 • • 1 %4 32 "As 21 •214 54 1.87 .85 - - 2 50 1 25 "/,S 17 2'/,s 52 1.86 .85 - - 20 % 19 2 51 1.83 .84 - - h 15 3% 19 1'VIe 49 1.80 .82 - - p - : 2 50 1 25 VAS 65 2.95 1.34 • • A 1'h 40 % 22 2% 60 2.94 1.34 - - 2h 65 1y, 32 'h 22 2% 60 2.80 1.28 - - 1 25 'die 21 1 2'/ 57 2.74 1.25 2'h 65 "A1 24 TYs 71 4.80 2.18 • • 250 1 Xs 27 2'u 70 4.61 2.10 - - 3 80 1'fi 40 -,/6 24 2'/is 65 4.16 1.89 32 '16e 24 2% 65 3.80 1.73 1 25 'h 22 2'/Is 62 3.95 1.80 - 3'h 90 3 80 "AS 24 2"/,s 75 6.04 2.75 • • 2 50 1'/,s 27 2% 70 5.23 2.38 - - 3 80 1%,s 27 3:i 79 7.64 3.48 • • 21h 65 1:i 29 3,1;5 78 7.26 3.30 - - A: end to end of pipe 4 100 2 50 Ilk 30 211,sa 75 6.91 3.14 - - B: face to face of fittin 1h 40 1:i 29 2"i;e 71 6.61 3.01 - - 9 1 %4 32 1 %; 27 21: 70 6.58 2.99 - - 1 25 1'/+6 27 2"/+S 68 6.83 3.11 - - 4 100 1''/,s 27 35is 84 11.19 5.09 • • 5 125 3 80 1'/u 27 3'/4 83 11.44 5.20 - 2h 65 1'h 29 1 3'As 81 11.38 5.18 - - 5 125 1 29 39/,e 90 18.00 8.19 • • 6 150 4 100 t ;1 29 3'A4 87 15.36 2.44 • • 3 80 1'/s 27 MA 84 14.66 6.67 - - I 8 200 6 150 1 %4 32 3'i 98 28.04 12.75 • • 5 125 1?4s 33 34 95 28.14 12.79 - - Dimension "B" does not conform to ASME Standard. 9 Not stocked „f_ GRINNELL * GRUVLOK FIG. 7000 COUPLING Y NMI The Fig. 7000 Coupling is designed for applications requiring moderate internal pressures. The Fig. 7000 Coupling is approxi- mately 30% lighter in weight than the Fig. 7001 Coupling, and allows for working pressure ratings up to 600 psi 41.4 bar). Fig. 7400 1RigidliteYi Z i Xi i The Fig. 7400 Rigidlite Coupling from Gruvlok is specially designed to provide a rigid, locked -in pipe connec- tion to meet the specific demands of rigid design and fire protection sys- tems. Fast and easy swing -over installation of the rugged lightweight housing produces a secure, rigid pipe joint. The Fig. 7400 Rigidlite Coupling is UUULC Listed and FM Approved for 175 psi (12.1 bar) fire protection ser- vice in both wet and dry systems with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. The Figure 7400 Rigidlite Coupling is available with the EPDM "C"-style gasket or the Flush Gap'" gasket. III The Fig. 7400 Rigidlite Coupling is intended for use in fire protection sys- tems with a maximum ambient tem- perature of 150°F and installed in accordance with NFPA Standard 13 Sprinkler Systems". ' Figure 7000 / 7000S Coupling Nominal Size Inches Pipe O.D. Inches Max. Wk. Pressure PSI r,.:• Max. End Load Lbs. 0, Range Of Pipe End Separation Inches m Deflections from Ot Coupling Dimensions Coupling Bolts Approx. Wt. Ea. Lbs. Per Coupling Degrees Pipe in./ft. X Y Z Oty. Size InchesInches 1 1.315 600 815 0-1/e 5'-26' 1,14 23/e 4114 15/4 2 x21/4 1.3 1114 1.660 600 1,299 0.1/e 4--19' 0.91 22/4 45/e 1V4 2 3441/4 1.4 11/2 1.900 600 1,701 01/e 3'-46' 0.79 3 45/e 13/4 2 NOVA 1.5 2 2.375 600 2,658 0.1/e 3'-1' 0.63 31h 5V2 13/4 2 Nex2lh 2.1 21/2 2.875 600 3,895 0.1le 2--29' 0.52 4 53/4 1N4 2 3/ex21/4 2.3 3 OD' 2.996 600 4,230 0.1/e 2--23' 0.50 4 61/e 15/4 2 2/ex211+ 2.3 3 3.500 600 5.773 0-1/e 2--3' 0.43 45/p 65/4 12/4 2 1hx3 2.9 31h 1 4.000 600 7,540 0.1/e 1--48' 0.38 51b 75/e 15/4 2 1hx3 3.1 4 4.500 600 9,543 D-1/4 3'-11' 0.67 57/e 811e 2 2 1hx3 4.6 41/4 OD' 4.250 6DO 8.512 0.114 3--22' 0.70 51h 7'/4 2 2 1h0 4.0 5 5.563 500 12,148 0.1A 2--35' 0.54 7 95/e 2 2 1 5/e41h 6.1 51/4 OD' 5.236 500 10,766 0-1/4 2-44' 0.57 61/2 91/e 2 2 5/01/2 5.7 5.500 500 11,879 0-1h 2--36' 0.54 65/4 9% 2 2 5441h 6.0 L 6.625 500 17,236 0.1/4. 2`-10' 0.45 8 11 2 2 5/ex31/2 8.1 6.259 500 15,384 0.1/4 2--17' 0:48 7V2 103/e 2 2 5/e-31h 6.7 6.500 500 16,592 0-1/4 21-12' 0.46 75/4 105/4 2 2 5/e0h 7.0 8 j 8.625 50D 29,213 0.114 1--40' 0.35 102/e 131/4 25/e 1 2 2/+x41h 14.2 Couplings designated as the 7000S in these sizes Figure 7400 Rigidlite Coupling Nominal Size Inches I Pipe • O.D. Inches Max. Wk. Pressure PSI Max. End Load Lbs. Range of Pipe End Separation Inches Coupling Dimensions Coupling Bolts Approx. Wt. Ea. Lbs. x Y Z Oty. Size InchesInches 1 1.315 175 238 0.1/e 21h 41/2 13/4 2 5/ex21/4 1.2 11h 1.660 175 379 0-1/5 25/e 45/4 1314 2 41/4 1.3 11h 1.900 175 406 0-Ye 27e 47/e 12/4 2 2/ex21/4 1.4 2 2.375 175 775 0.1/e 31h 51/z 12/4 2 5/ex21/1 1.6 21/2 2.875 175 1,136 0.1/e 37/e 6 1 N4 2 5/ax21h 1.9 30D I 2.996 175 1,234 0.1/e 4 57/e 15/4 2 Wax21/+ 1.9 3 I 3.500 175 1,684 0.1/e 41/2 62/4 I 1H+ I 2 2/ax22/+ 2.1 4 I 4.500 175 2.7a3 0.,/+ 55/e 7+l4 i 1';: 2 Vo2N4 31 51h OD 5.500 175 4,158 0-114 63/4 9,h 2 2 1/2x3 4.5 5 5.562 175 4252 0-1/4 67/e 91/4 2 2 1/zx3 4.6 61/2 OD 6.500 175 5.807 0.114 7V4 103/e 2 2 0 5.5 6 1 6.625 175 6.033 0-v, 7 % 10x%e ! 2 I 2 h4 5.5 GRINNELL • GRUVLOK LBOWS Fig. 7050 Fig.7051 Fig.7052 CAST) C to E , C to E C to E WELD) Fig. 7053 oihjl I t CtoE C toE Nominal Size Inches Fig. 7050 90° Elbow' Fig. 705145* Elbow' fig. 7052 22V Elbow Fig. 7053111h' Elbow Fig. 7050 LR 90° Long Radius Elbow' Fig. 7051 LR 45° Long Radius Elbow' Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. Center To End Inches Approx. Weight Each Lbs. 1 I 21A C 0.6 1 V+ C 0.6 15/a 0.5 13/a 0.3 3'h 0.9 21h 0.7 1114 23/4 C 1.1 13/4 C 0.8 13/4 0.7 13/a 0.5 3'/a 1.3 21/2 1.0 11k M C 1.3 1314 C 0.9 13/4 0.8 13/a 0.7 41/4 1.7 21/2 1.2 2 31/4 C 1.6 2 C 1.5 17/a C 1.5 13/0 0.9 43/6 C 2.5 2314 1.7 21k 41/4 C 3.9 21h C 3.5 2 1.9 11h 1.5 53/4 4.9 3 2.9 3 4 C 2.9 21h C 2.1 21/4 C 3.2 11/2 2.0 57/6 C 6.5 33/a 4.3 31k I 4112 C 5.9 23/+ C 4.6 2'h 4.0 13/4 2.8 71/4 9.7 31/2 5.3 4 5 C 7.2 3 C 6.1 25/a C 5.3 13/+ 3.3 71k C 11.5 4 7.2 5 51h C 11.6 31/+ C 8.5 Via 7.2 2 5.0 91h 20.9 5 12.2 6 I 61h C 17.6 314 C 11.7 31/a C 8.2 2 6.5 11 29.1 51h 17.4 8 I 73/4 C 31.0 4'/+ C 19.8 37/4 C 17.8 2 10.0 15 59.2 71/4 34.0 10 9 C 53.0 04 C 34.1 43/a 30.0 21/a 14.5 18 104 81h 57.4 12 10 C 78.2 51/+ C 46.3 47/e 40.4 21/+ 18.7 21 147 10 82.6 14 11 90.0 6 55.0 5 46.0 Th 32.1 24 184 83/4 79.6 16 12 113.0 7V4 77.0 5 52.2 4 42.0 27 239 10 104.8 18 151/2 164.0 8 96.0 5'/2 65.0 41/2 53.2 30 291 11,14 132.5 20 171A 203.0 9 120.0 6 80.0 5 65.7 33 361 12,12 164.0 24 I 20 284.0 11 176.0 7 112.0 6 I 960 39 547 I 15 237.0 C - Cast malleable or ductile iron. all olners are segment -welded steel. 14%24" Siandard Radius 90° 8 451 Elbows and all Long Radius Elbows are available in forged steel fabrications. Center to end dimensions and weights may differ from that shown in the chart. Contact Grinnell for details. 0 22 GRINNELL • GRUVLOK Fig. 7060 Tee Fig. 7063 Tee with Threaded Branch Nominal Size Inches Center to End Inches Approx. Weight Each Lbs. Center to Grooved End Inches Center to Threaded End Inches Approx. Wt. Each Lbs. 1 2'A C 1.0 21/4 21/4 0.9 11/4 23A C 1.2 23/4 23/4 1.4 11h 23/4 C 2.0 23/4 2W4 1.7 2 31/4 C 2.9 31/4 41/. 2.9 21h 41/4 C 5.6 P4 33/4 4.7 3 4 C 5.7 41/4 6 8.1 31h Ph C 9.8 41/2 41h 8.8 4 5 C 12.3 5 71/4 13.5 5 5'/2 C 17.7 5'/z 51h 16.7 6 61/z C 26.8 61h 6'h 25.6 8 73/4 C 39.2 73/4 73/4 45.0 10 9 C 74.2 9 9 73.0 12 10 C 94.1 10 10 98.0 14 11 118 16 12 146 18 151h 218 1 20 171/4 275 24 20 379 Cast Malleable or Ductile Iron, all others are Segment -Welded Steel REDUCING TEES Nominal Size Inches Reducing Tee Nominal Size Inches ReducingTee Fig. 7061 i Fig. 7054 Sid. , w Thd. Br. Approx. Wt. Each Lbs. Fig. 7061 Std. Fig. 7054 w/Thd. Br. Approx. Wt. Each Lbs. Center To End Inches Center To End Inches Center To End Inches Center To End Inches 2x2x1 314 C I 31/4 C 2.6 1Ox1Ox6 9 C 9 55.0 2x2x1'h 3' 4 C I 3114 C 2.7 IOx10x8 9 C 9 64.7 2'/zx2'/2x2 334 I 33,& 4.4 12xl2x3 10 10 84.9 3x3x1 4'4 C I 41/4 C 7.0 12xl2x4 10 10 85.8 3x3x114 41i I 41/4 5.3 12xl2x5 10 10 87.0 3x3x2 4' 4 C I 41/4 5.5 12xl2x6 10 10 88.3 3x3x2'h 41, I 41/4 5.8 12x12x8 10 10 91.2 440 334 31S 7.0 12x12x10 10 10 94.8 4x4x2 5 C I 5 10.2 14xl4x8 11 11 109.6 4x4x2'h 5 C I 5 11.2 14x14x10 11 11 113.5 4x4x3 5 C 5 11.4 14x14x12 11 11 116.5 5x5x2 5'.z 514 14.5 16xl6x8 12 12 135 5x5x3 5'.,i I 51/z 16.1 16x16x10 12 12 139 5x5x4 5%z C 5'h C 17.9 16x16x12 12 12 142 6x6x2 61ro C 61/2 26.4 180800 15'/z 15'h 204 6x6x2'h 6'-2 C I 61/2 26.5 180802 15'h 15'1h 209 6x6x3 614 C 6'/z 26.5 18x18x14 15'/z 211 6x6x4 614 C I 6'/z 26.5 180806 15'h 216 6x6x5 6vz c 6'/z C 28.0 20x2Ox14 17'/4 258 8x8x2 736 73/4 37.5 20x2Ox16 17'/4 263 8x8x3 73,- 73/4 38.7 20x2Ox18 173/4 278 8x8x4 73,+ c I 73/4 50.0 24x24x8 20 20 334 8x8x5 71:4 I 73/4 41.0 24x24x10 20 20 342 8x8x6 7.4 C i 73/4 54.0 24x24x12 20 20 349 1Ox1Ox2 9 i 9 61.8 24x24x14 20 351 10004 9 9 63.0 24x24x16 20 357 10x10x4 9 9 64.0 24x24x18 20 362 10x10x5 9 9 65.1 24x24x20 20 367 0 C - Cast Malleable or Ductile Iron. all others are Segment -Welded Steel. 24 RISER CHECK VALVES 2" (50 mm) thru 8" (200 mm) MODEL F517 GROOVED END — READY -RISER'"— 250 PSI (17,2 bar) The 2 thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are designed for installation in the risers of wet pipe (automatic sprinkler) fire protection systems and for use in conjunction with vane -type waterflow alarm detectors. The combi- nation of the F517, trim, vane -type waterflow detector, and grooved end butterfly valve Illustrated in Figure A provides an economical means for ac- tuating electrical alarms in installations not requiring a mechanical alarm. The F517 Riser Check Valve performs as a single check valve for the water supply connection to a wet pipe sprink- ler system. It also serves to reduce the possibility of false alarms by trapping a portion of transient surges in supply pressure within the system; thus, re- ducing the possibility of subsequent surges actuating the waterflow detec- tor and its associated alarms. The F517 may be installed in either a vertically upward or horizontal flow di- rection. It has cut groove inlet and out- let connections which are suitable for use with grooved end pipe couplings that are listed or approved for fire pro- tection system service. The Riser Check Valve Trim includes approved water supply and system pressure gauges, as well as a main drain valve appropriately sized to meet the requirements of the National Fire Protection Association for wet pipe au- tomatic sprinkler systems. Refer to Technical Data Sheet TD200B for information on vane -type waterflow detectors. The 2 thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are listed by Underwriters Lab- oratories Inc. and Underwriters' Labo- ratories of Canada. They are approved by Factory Mutual Research Corpora- tion as single check valves and as anti-waterhammer check valves. They MODEL F517 RISER CHECK VALVE-, DRAIN VALVE AUTOMATIC SPRINKLERS VANE -TYPE WATERFLOW DETECTOR SYSTEM PRESSURE GAUGE SUPPLY PRESSURE GAUGE MAIN CONTROL VALVE 6.1J11 WATER SUPPLY FIGURE A TYPICAL RISER CHECK VALVE INSTALLATION Printed in U.S.A. 6-97 TD104B 2 INCH VALVES 1 - 300 lb. Water Pres- sure Gauge (2 req'd) 2 -1/4' Gauge Test Valve 2 req'd) 3 -1/4' Plug (2 req'd) 4 -1' Angle Valve 5.1/4' x 1-1/2' Nipple 6 -1/4' x 4' Nipple 7 - V x close Nipple RISER CHECK VALVE TRIM 2-1/2 r!i 31NCH VALVES 1 - 300 lb. Water Pres- sure Gauge (2 req'd) 2 -1/4' Gauge Test Valve 2 req'd) 3 -1/4' Plug (2 req'd) 4 - 1-1/4' Angle Valve 5 -1/4' x 1.1/2' Nipple 6 -1/4' x 4' Nipple 7 - 1-1/4' x close Nipple 4, 6 rl< 8 INCH VALVES 1 -300 lb. Water Pres- sure Gauge (2 req'd) 2.1/4- Gauge Test Valve 2 req'd) 3.1/4' Plug (2 req'd) 4 -2' Angle Valve 5 -1/4' x 1-1/2' Nipple 6.1/4' x 4' Nipple 7 - 2' x close Nipple VALVE PIPE SIZE NOMINAL DIMENSIONS IN INCHES AND (MILLIMETRES) WEIGHT LBS. KG) INCHES MILLIMETRES A B C D E NFFPT ANSI DN PIPE O.D. 2 50 60.3 6-3/4 2-3/16 5-3/4 8-7/8 3.3116 1 7.5 171,5) 56) 146) 1 (225) 81) 3,4) 2-1/2 65 73.0 7-1/4 2-1/4 7_ 9.11/16 3-318 1-1/4 10.5 184,2) 57) 176) 246) 86) 4,8) 65 76,1 7.1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5 184,2) 57) 178) 246) 86) 4,8) 3 80 88,9 7-3/4 2-1/2 7-1/4 9.7/8 3-11/16 1-1/4 11.5 196,9) 64) 184) 251) 1 (94) 5,2) 4 100 114.3 8-1/4 3 7-7/8 13 4-1/4 2 13.5 209,6) 76) 200) 330) 108) 6,1) 150 165,1 12-3/4 4-1/4 8-5/16 14-1/8 6-3/4 2 33.5 323,9) 108) 227) 359) 172) 15,2) 6 150 168,3 12-3/4 4-1/4 8-5/16 14-1/8 6-3/4 2 33.5 323,9) 108) 227) 359) 172) 05,2) r_81 200 219,1 14-5/8 5-1/4 9-15/16 15-1/4 8 2 59.0 371,5) 133) 253) 387) 203) 26,8) FIGURE B RISER CHECK VALVE TRIM AND NOMINAL INSTALLATION DIMENSIONS are also approved by the Scientific Services Laboratories (Australia) and accepted by the City of New York under MEA 38-92-M. WARNING The Model F517 Grooved End Riser Check Values described herein must be installed and maintained in com- pliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the integ- rity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con. dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. 2- wo.ew.....mmo...Imass rinn .1..'....sona.II...MM...II.......I N==.'.EN'. 5.11 111OWI MM=.r.n.==..F.EEBN1' og 1MO I/ 11/lItlllll/.noon== /1nW I/111'. o on ./11111111111F/ lmmwmo 1mo/.song Nor /I O An ',11111111111. 1 MF/1M I/11rAll S /1111111111/O 1 I/1/11 111 AMNON NN ...... . '.. I....... J- AMM........=... I ...... 1IAn A. I. 11 111...Moons A.... ......I 111111.mm n MM.r m s.mm11 r 1 r. I/IIIttltl. MOM I t111 I/ 1 I/ / 111111111 M .1 /111 E I/1M' I i1111111111 E/1 ME /11 M!/ 1rAMMO/I11111111111 A11 .1111111 i i il/ Illilllllllll/111 ./111 '/11111111 r'/M...I/... I............./.... .... ............ I/==.........1111 1....... . I/.........1 I/1'/1111/ t111'.1 I/ ..1111 ld MMMI.53111111I"./ 1 loMCI /M 1111 1 I/11111". 111 1 I/ AM 1111 i E 1% E 111/'.11111MEMO MEIN ME/.M EM 1111 1ri 111r.111111 Noon 1 I.M'.1 MEMO 1111 MOONS 11/:/1111111 111 I'//./1MEMOS 11111111 MOO I:dI M W4111111111OM IIIII.M O I./II M I1111111 A.......CZZ.........I, Illlltl...AcMan I/.ct..1111 11 111111111 I/=N I/1 1111 Illltltll I I NMINWFA SEENNE 111 Amu on on: .. ..... .. I I. ,...1 /..1....... nnn. I . .MM. ,Noll ...',MMM.•i. Imo I/111M.I/MMMI/ m I 11 111'•I. 1111111111 A A JM .111 111111 r 1 1111111111 on I I w /1 111111111 I o r.Ms 1111111111 I/ /MI MINES / 11111Is's M 1 1111111111/11 E .//10 1111111/11 /./11 WON 1111111111%I!/ ./111 I'/m 111 M...ndillondis . /. M.... sloop dill ME r.d on so mmy.mossons NO ANN AMMENEENESS 11'.111111 IA sM1wAm s1m I.us n11111 m s1 Vd1111111/ngmFi mor"/Mons 11111%1M1 s 1 1111110:Mono moll P.0 mI.I111111Pdim /1 u 1 11111P: d1 111%N 11II/M 111111111'.111 A111ssn/11 11V. d11111so 1!dEE E II%m NI11111',1111no ./1110mm II m..'. mn..WOMEN our A1111........ 111111 I I MMMMM I IAN==:n 1I i 111111'I 1 I11111'I/ Moor .111111111I 1 M r A 1111111111'I Bonn 1 O s1 KING 4 - 8 INCH VALVES SPRING-"Pi1 FLOW I' 10 CLAPPER IN CONTACT WITH CLAPPER) HINGE PIN 2 - S INCH VALVES BUSHII HINGE PIN HINGE PIN PLI 1 CONTACT TH CLAPPER) BODY SEAL KINVI FIGURE D MODEL F517 GROOVED END RISER CHECK VALVES Valve Assemblies: The 2 inch thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check Valves are rated for use at a maximum service pressure of 250 psi (17,2 bar). They may be installed either vertically or horizontally. In the vertical direction, the flow direction must be upwards, as shown in Figure A; and, in the horizon- tal direction, the Hinge Pin is to be located on the top as illustrated in Fig- ure E. The grooved inlet and outlet connec- tions are cut in accordance with Gruvlok standard groove specifica- tions for steel pipe, and they are suit- able for use with grooved end pipe couplings that are listed or approved for fire protection system service. It is recommended, however, that a rigid type coupling be used at the inlet to 4 thru 8 inch (50 thru 200 mm) Riser Check Valves, when the risers are greater than 7 feet (2,1 m) in length, in order to prevent the possibility of ex- cessive movement within the piping system due to a seismic disturbance. CLAPPER l J CLAPPER FACING SPACER FACINGRETAINER SELF-LOCKING CLAPPER ASSEMBLY CAP SCREW Co' 6 and 8 INCH VALVES 2.4 INCH VALVES Pipe thread connections for the Riser Check Valve Trim are threaded per ANSI Standard B1.20.1. The nominal pressure loss versus flow rate, as well as approximate friction loss expressed in equivalent length of pipe for each size valve, are given in Figures C-1 and C-2. The Valve components are illustrated in Figure D. The Body is Ductile Iron per ASTM A536 Grade 65-45-12 (UNS F33100), and the year of manufacture is cast on the Body. The Seat Ring, which is press -fit within the Body, is Stainless Steel per ASTM A213 or A312 (Grade TP 304). The Hinge Pin is made from S30200 or S30400 stain- less steel and the Spring is formed from stainless steel wire per ASTM A313 (S30200). The Hinge Pin is sup- ported by a pair of sintered bronze Bushings per ASTM B438 (Grade 1, Type ll) which are press -fit into the valve Body on either side of the Clap- per Assembly. The Bushings ensure low rotational friction and ease of Hinge Pin removal. The Clapper Assemblies for the 2 thru TOP VIEW HINGE PIN PLUG SIDE VIEW FIGURE E MODEL F517 RISER CHECK VALVE HORIZONTAL INSTALLATION 5- t DuPont Registered Trademark r 4 indh (50 thru too mm) size valves consist of a Clapper which is fabri- cated from S30200 or S30400 stain- less steel, an EPDM rubber Clapper Facing, a S30200 or S30400 stainless steel Facing Retainer, and a Type 18-8 stainless steel Locknut. The Clapper Assembly for the 6 and 8 inch (150 and 200 mm) size valve con- sists of a Ductile Iron Clapper per ASTM A536 Grade 65-45-12 (UNS F33100). A pair of Bushings identical to the ones in the Valve Body are press -fit into the . Clapper arms. The Clapper Facing is EPDM rubber, the Spacer is Type 18-8 stainless steel, the Facing Retainer is S30200 or S30400 stainless steel, and the Self- locking Cap Screw is Type 18-8 or 316 stainless steel. Riser Check Valve Trim: The Riser Check Valve Trim and nom- inal installation dimensions are shown in Figure B. The nipples utilized in the trim are Schedule 40 black steel per ASTM A53 or A135 and they are threaded per ANSI Standard B1.20.1. The 3-1/2 inch dial size Water Pres- sure Gauges are listed and approved for fire protection system service. Vane -type Waterflow Detector: Refer to Technical Data Sheet TD200B for additional information on the sepa- rately ordered Waterflow Detectors. System Design Considerations: In accordance with the requirements of NFPA 13, an Inspector's Test Connec- tion must be provided. It is also recom- mended that a vent connection be pro- vided to bleed off trapped air from the system. The Inspector's Test Connec- tion may serve as the vent connection; however, in order to be used as a vent connection, it should be piped from the top of a cross main or the end of a branch line and be located at the high- est level of a multi -level installation. Additional vents should be provided, as necessary, to bleed off air from all trapped sections of the sprinkler sys- tem piping. Vent connections are used to bleed -off air from the system when it is initially filled with water. Bleeding off trapped air pockets minimizes the possibility of a false alarm due to a transient surge in supply pressure. Also, bleeding off air pockets can eliminate the contrac- bon/expansion associated with an ex- cessive volume of trapped air and, therefore, help to prevent the Waterflow Detector from cycling on -off during an inspector's test or during a discharge by a single sprinkler. The Model F517 Grooved End Riser Check Valves are 'to be installed in accordance with the following Instruc- tions: 1. The arrow cast on the Body must point in the direction of flow. 2. When installed vertically, the flow di- rection arrow must point upwards. 3. When installed horizontally, the Hinge Pin must be located on the top of the Body as shown in Figure E. 4. Grooved end pipe couplings used with the F517 Riser Check Valves must be listed or approved for fire protection service and installed in accordance with the manufacturer's Instructions. NOTE It is recommended that a rigid type coupling be used at the inlet to 4 thru 8 inch (100 thru 200 mm) Riser Check Values, when the ris- ers are greater than 7 feet (2,1 m) in length, in order to prevent the possibility of excessive movement within the piping system due to a seismic disturbance. 5. Install the Riser Check Valve Trim in accordance with Figure B. Apply pipe thread sealant sparingly to male pipe threads only. Use of a Teflont based pipe joint sealant is recommended. 6. Complete the drain connection from the Main Drain Valve as necessary. Place the fire protection system in ser- vice in accordance with the following procedure: Open the 1/4 inch Gauge Test Valves for the Supply and System Pressure Gauges. 2. Open the Inspectors Test Connec- tion and any other vent connections Ref. System Design Considera- tions). 3. Slowly open the Main Control Valve until the sound of flowing water just begins, and then open the Valve one more turn to allow the system to fill slowly, so that the Waterflow Detec- tor will not be damaged and to allow the air in the system piping to be vented. 4. Close the Inspector's Test Connec- tion and any other vent connections after the discharge of aerated water has ceased for at least 15 seconds. S. Fully open the Main Control Valve. 6. After the Supply and System Pres- sure Gauge readings stabilize, open the Inspector's Test Connection and verify that the alarms operate in ac- cordance with the requirements of the authority having jurisdiction. 7. Close the Inspector's Test Connec- tion. The system is now set for service. NOTE After placing a fire protection system in service, notify the proper authori- ties and advise those responsible for monitoring proprietary and/or cen- tral station alarms. The Model F517 Grooved End Riser Check Valves do not require any regu- larly scheduled maintenance. It is rec- ommended, however, that proper op- eration of the alarms be periodically verified in accordance with a proce- dure which is acceptable to the author- ity having jurisdiction, and that the Valves be inspected annually in accor- dance with the following inspection procedure. Any impairment must be immediately corrected. It is also recommended that fire protec- tion systems be inspected by a quali- fied Inspection Service. NOTE Before closing a fire protection system main control value for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this decision must be notified. Inspection Procedure: Before verifying proper operation of the system alarms, oberve the System and Supply Pressure Gauges. If the System Gauge indicates a higher pressure reading than the Supply Gauge, as may be the case for a vari- able pressure water suppy, a further inspection is not required. Otherwise, proceed as follows to inspect the riser check valve installation. 1. Close the Main Control Valve and make note of the System Pressure Gauge reading. 2. Close the Supply Pressure Gauge 6- Test Valve and then remove the 1/4 inch plug. 3. Open the Supply Pressure Gauge Test Valve to relieve the supply pres- sure. If necessary, be prepared to collect the sn-All amount of water that will discharge from the Gauge Test Valve. Determine whether any one of the following conditions are present and correct any impairments: If water continues to discharge from the open Gauge Test Valve, verify that the Main Control Valve is completely closed. If water still continues to discharge and the System Pressure Gauge re- mains unchanged then there is leakage past the Main Control Valve, and the Main Control Valve must be either repaired or replaced. If water continues to discharge from the open Gauge Test Valve and the System Pressure Gauge indicates loss of pressure, then the Riser Check Valve is not holding back pressure. Close the Gauge Test Valve, open the Main Control Valve, and then open the Main Drain Valve. This procedure may flush out any debris that is lodged between the Clapper Facing and the Seat Ring. After flushing, close the Main Drain Valve and repeat the Inspection Procedure. If there is an indica- tion that the Check Valve is still not holding back pressure then it should be serviced in accor- dance with the Service Pro- cedure. If there are no indications of leak- age past either the Main Control Valve or the Riser Check Valve then the valves are considered to be functionally accceptable. Re- place the 1/4 inch plug in the drain port of the Gauge Test Valve and refer to the Operating Procedure section for returning the system to service. Service Procedure: 1. Close the Main Control Valve. 2.Open the Main Drain Valve. Verify that the drainage water is being properly disposed of and that it will not cause damage or result in dangerous conditions. 3. Wait until the sound of draining water has stopped and/or the inlet and out- let pressure gauges read zero pres- sure, before performing any mainte- nance work on the fire protection system. 4. Remove the F517. Valve from the pipeline, and thoroughly clean all in- terior parts of the Valve. 5. Raise the Clapper and remove any debris that may have become lodged on top of the Seat Ring. In- spect the Seat Ring for any damage. If the Seat Ring has become dented across the seat then the valve will have to be replaced. It is impractical to re -face a Seat Ring in the field. 6. Inspect the internal parts of the Valve for any sign of damage, and replace all worn or damaged parts. The Clapper Facing should also be care- fully inspected and replaced if there is any sign of deterioration due to age or chemicals in the water. The Clapper Facing may be turned over and reused if there is only minor imperfections in the Facing due to any debris that may have become lodged between it and the Seat Ring. Remove the Facing, thoroughly clean both surfaces with a clean cloth and then reassemble with the Facing reversed. NOTE If the Clapper Facing is turned over or replaced, be sure to se- curely re -tighten the fastener for the Facing Retainer (Locknut for 2 thru 4 inch (50 thru 100 mm) Values, Self-locking Cap Screw for 6 and 8 inch (150 and 200 mm) Values. If the Clapper Assembly or Spring requires replacement, proceed as follows. a. Remove the Hinge Pin Plugs. b. Refer to Figure D and then note the Spring position within the Valve Body. c. Place the Valve with its outlet close to and towards a wall or place a covering over the Valve outlet, and then remove the Hinge Pin. NOTE The Value outlet must be cou- ered in order to prevent the possibility of injury, when the Spring is released. d. Remove the Spring and the Clapper Assembly from within the Valve Body. e. Refer to Figure D to determine the appropriate Spring position- ing. Replace the Spring and Clapper Assembly within the Valve Body and then while hold- ing the coils of the Spring down, re-insert the Hinge Pin. NOTES Care must be taken to avoid releasing a compressed Spring before the Hinge :Pin is re- placed, in order to prevent the possibility of injury. In order to be properly posi- tioned within the Value, the Spring must be wound ap- proximately one -quarter turn. When. the Spring is properly installed, one end of the Spring will be in direct contact with the Clapper and one end will be in contact with the Body, as shown in Figure D. If the end of the Spring does not contact the Clapper or if the Spring unwinds as the Clap- per Assembly is opened, then it has been installed backwards and it must be reassembled in the proper orientation. Incor- rect reassembly of the Spring can prevent the Clapper As- sembly from opening and clos- ing properly. f. Replace the Hinge Pin Plugs after applying a non -hardening type of pipe thread sealant spar- ingly to the male threads only. Use of a Teflont based pipe thread sealent is recommended. 7. Install the reassembled Valve in the pipeline in accordance with the In- stallation section. 8. Return the fire protection system to service in accordance with the Oper- ating Procedure and then perform the Inspection Procedure. 7- WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, se Price List. Orders for valves, trim, and replace- ment parts must include the descrip- tion and Product Symbol Number PSN). Valves: Specify: (specify [as applicable) ANSI nominal pipe size in inches or pipe O.D. in millimetres) Model F517 Grooved End Riser Check Valve, PSN specify from Table A). PSN 52-517-1-XXX VALVE PIPE SIZE INCHES MILLIMETRES ANSI DN PIPE O.D. 020 2 50 60,3 025 2-1/2 65 73,0 076 65 76,1 030 3 80 8819 040 4 100 114,3 165 150 165,1 060 6 150 168.3 080 8 200 1 219.1 TABLE A PRODUCT SYMBOL NUMBER SELECTION FOR VALVE ASSEMBLIES Trim: Specify: Riser Check Valve Trim for specify inch or DN) size Model F517 Grooved End Check Valve, PSN specify). 2' DN50) ...............PSN 52.517.1-001 2.1/2' 3 3' DN65 8 DN80) ........PSN 52.517.1-002 4', 6', 8' DN100, DN 150 3 DN200) ..............PSN 52-517-1-003 Replacement Trim Parts: Specify: (specify description) for use with Riser Check Valve Trim, PSN specify). 1/4 - Gauge Test Valve ................. PSN 46-WS-1.002 300 lb. Water Pres- sure Gauge ............ PSN 92-343-1-005 1-1/4' Angle Valve ......... PSN 46.048-1.007 2' Angle Valve ............ PSN 46.048-1.009 Replacement Valve Parts: Specify: (specify description) for use with (specify size [inch or DN millimetre]) Series 7800FP Grooved End Check Valves, PSN (specify). 2-(DN50) VALVES Clapper .................. PSN 92.516-1-201 Clapper Facing ............ PSN 92.516-1.202 Facing Retainer ........... PSN 92-516.1-203 Locknut .................. PSN 92-514.1.420 Hinge Pin ................ PSN 92-516.1-205 Spring ................... PSN 92.516-1-206 Clapper Assembly ......... PSN 92.516-1-207 2-1/2' (65 mm) VALVES Clapper .................. PSN 92.516-1.101 Clapper Facing ............ PSN 92-516.1-102 Facing Retainer ........... PSN 92-516.1-103 Locknut .................. PSN 92.514.1.420 Hinge Pin ................ PSN 92-516-1-205 Spring ................... PSN 92.516-1-306 Clapper Assembly ......... PSN 92-516-1.107 3- (DN80) VALVES Clapper .................. PSN 92.516.1.301 Clapper Facing ............ PSN 92-516-1-302 Facing Retainer ........... PSN 92-200.1.205 Locknut .................. PSN 92-514-1.420 Hinge Pin ................ PSN 92-516-1-205 Spring ................... PSN 92-516.1.306 Clapper Assembly ......... PSN 92-516-1-307 4- (DN100) VALVES Clapper .................. PSN 92-516-1.401 Clapper Facing ............ PSN 92.514-1.403 Facing Retainer ........... PSN 92-514.1.405 Locknut .................. PSN 92-514-1-420 Hinge Pin ................ PSN 92-514-1.414 Spring ................... PSN 92.516-1-406 Clapper Assembly ......... PSN 92-516.1-407 6- (DN150) VALVES Clapper w/Bushings ........ PSN 92-516.1.610 Clapper Facing ............ PSN 92.516-1-602 Facing Retainer ........... PSN 92.516-1.603 Spacer .................. PSN 92-516-1-608 Self-locking Cap Screw ............ PSN 62-636.1.105 Hinge Pin ................ PSN 92.516-1-605 Spring ................... PSN 92-516-1-606 Clapper Assembly ......... PSN 92-516-1-607 8' (DN200) VALVES Clapper wBushings ........ PSN 92.516.1-810 Clapper Facing ............ PSN 92.516-1.802 Facing Retainer ........... PSN 92-516-1-803 Spacer .................. PSN 92.516.1.608 Self -Locking Cap Screw ............ PSN 62-636-1.105 Hinge Pin ................ PSN 92-516-1-805 Spring ................... PSN 92.516-1.606 Clapper Assembly ......... PSN 92.516.1.807 0 Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 038M A tgCO INTERNATIONAL LTD. COMPANY MONITOR SWITCHES, O.S.&Y. GATE VALVE MODEL OSYSU-1 & OSYSU-2 KNOCKOUTS SPDT FOR ELECTRICAL SWITCH(ES)' GENERAL• CONNECTIONS The Model OSYSU-1 and OSYSU-2 Monitor Switches (Ref. Figures A, B, and C) are designed for mounting to GROUND SCREW virtually all outside screw and yoke TRIP ROD O.S.&Y.) gate valves ranging in size LOCKING SCREW from 2 to 12 inches (50 mm to 300 mm), and they will mount on some o O.S. & Y. valves as small as 1/2" (15 mm). The Monitor Switches are in- SWITCH ASSEMBLY tended to be used for the supervision BRACKET of the open position of O.S.&Y. gate TRIP ROD valves which control water supplies to automatic sprinkler, water spray del- uge, foam -water deluge, or standpipe fire protection systems. Supervision of the open position of a main control ROLLERvalveisrecommendedtoindicatea condition, i.e., closing of the valve, that could prevent the required operation of a fire protection system. The Model OSYSU-1 has one single pole double throw (Form C contacts) snap -action switch and the Model OSYSU-2 has dual SPDT snap -action switches. The switching -components are enclosed in a submersible, wea - 6.19 (157,2 mm) erproof, and oil resistant NEMA Type 4 4.75 (120,7 mm). 2.25 (57.2 mm) and 6P enclosure. 3.62 (91,9 mm) 2.00 (50.8 mm The Monitor Switches are used in con- junction with proprietary and central station alarm systems to provide a su- pervisory signal indicating unautho- 3.00 rized closing of the O.S.&Y. gate valve, 76, as well as removal of the Monitor I I Switch from the gate valve. Tamper I resistant screws are used to secure M) the cover, and a special key wrench is o required for their removal. 5.88 149.4 mm) Oq 0.88 (22,4 mm) RETRACTED 1.56 The Model OSYSU-1 and OSYSU-2 2.88ROD 73,2mm) rlrL(39, smm) Monitor Switches are listed by Under- writers Laboratories Inc. and approved ROD EXTENDED by Factory Mutual Research Corpora lion. TERMINAL MARKINGS APPLY TO COMPLETED INSTALLATION They are accepted by the City of New FIGURE A York under MEA 299-92-E, and they MODELS OSYSU-1 (SPDT) AND OSYSU-2 (DUAL SPDT) are listed by the California State Mar- MONITOR SWITCHES shalunderListingNo. 7770-328.010. WARNING must be installed and maintained in Thelistingsandapprovalsareunderthe name of Potter Electric Signal The Model 0SYSU-1 and OSYSU-2 compliance with this document, as Company. , Monitor Switches described herein well as with the applicable standards Printed in U.S.A. 1-94 TD205 CLAMP BAR CARRIAGE 8 SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET FIGURE B SMALL VALVE INSTALLATION — 1/2" thru 2-1/2" (15 mm thru 65 mm) SIZES BRACKET CLAMP BAR CARRIAGE BOLTS 2 REQ'D) SLOTTED MOUNTING HOLES ROLLER MAY BE USED FOR FINE ADJUSTMENT OF SWITCH GROOVE ON BRACKET \ //AJ of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or man u%acturershould be contacted rel- ative to any questions. The Model OSYSU-I and OSYSU-2 Monitor Switches must not be used FIGURE C LARGE VALVE INSTALLATION — 3" thru 12" (80 mm thru 300 mm) SIZES where potentially explosive atmo- spheres are present. The Model 0SYSU-1 and OSYSU-2 Monitor Switches are designed for mounting to virtually all outside screw and yoke (O.S.&Y.) gate valves rang- ing in size from 2 to 12 inches (50 mm to 300 mm), and they will mount on some O.S. & Y. valves as small as 1/2 inch (15 mm). The switching compo- YOKE VALVE STEM TRIP ROD GLAND nents are enclosed in a submersible, weatherproof, and oil resistant NEMA Type 4 and 6P enclosure. The electrical switch contacts are rated as follows: 125/250 VAC ..... ... . 15.00 amps 0 - 30 VDC ..... . .. .. 2.50 amps 125 VDC ........... 0.50 amps 250 VDC ........... 0.25 amps Field wiring is through a 1/2 inch con- duit knockout opening to No. 6 screw terminals on the SPDT switching com- ponents and to a No. 8 ground screw which is located on the base. line, but not so far that it will contact the clamp bar. The OSYSU Switches are operated by movement of the trip rod. The trip rod is spring loaded and double acting; consequently, lateral movement of the trip rod, in either direction from its nor- mally installed position (Ref. Figures B and C), will result in operation of the switching components. When closing the valve, the trip rod moves laterally out of the valve stem groove and will operate the switching components within two turns of the handwheel from the full open position. If the Monitor Switch is removed from the valve, the trip rod moves laterally inward (to- wards the valve stem) which also op- erates the switching components. The housing for the OSYSU Switches consists of a die cast base with E-coat finish and a cast aluminum cover with red powder coat finish. The trip rod and trip rod roller are stainless steel and the mounting hardware is zinc plated steel. The enclosure meets the re- quirements of NEMA Type 4 and 6P. Tamper resistant screws, which re- quire a special key wrench for re- moval, are used to secure the cover to the base. When mounting the Monitor Switch to the valve prior to the valve installation, it is recommended that 2 inch (50 mm) and smaller size valves be mounted in a vise or similar stand, in order to ease installation. Refer to Figures B and C, and proceed as follows: For installation of the Monitor Switch on valve sizes 2-1/2 inch (65 mm) and smaller, remove and discard the C" washer and roller from the trip rod. 2. With the valve in the FULL OPEN position, locate the Monitor Switch across the valve yoke as close as possible to the valve handwheel, so that the trip rod lays against the non - threaded portion of the valve stem. As shown in Figures B and C, the Monitor Switch should be oriented with the bracket towards the valve handwheel. 3. Remove the cover and loosen the locking screw that holds the trip rod in place and adjust the rod length Ref. Figure A). When adjusted properly for 2- 1/2 inch (65 mm) size valves and smaller, the rod should ex- tend past the valve stem center- When. adjusted properly for 3 inch (80 mm) and larger size valves, the rod should extend so that the roller is centered alongside the valve stem Securely tighten the locking screw to hold the trip rod in place. To locate the position where the trip rod will engage the valve stem, loosely mount the Monitor Switch with the carriage bolts and clamp bar. If there is sufficient clearance, as will be the case with larger size valves, the carriage bolts should be located on the inside of the valve yoke. On valves with limited clearance, use J-hooks instead of the clamp bar and carriage bolts. 5. Mark the valve stem at the center of the trip rod. 6. Remove the Monitor Switch, and use a file to prepare a valve stem groove for engagement of the . trip rod. A 3/16" (4,8 mm) diameter file is to be used for valve sizes 2-1/2 inch (65mm) and smaller. A 3/8" (9,5) diameter file is to be used for valve sizes 3 inch (80 mm) and larger. With the file centered on the mark and held in the same relative posi- tion as the trip rod, (i.e, perpendicu- lar to the plane of the valve yoke), file a 1 /8" (3,2 mm) deep groove. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the Monitor Switch with the trip rod centered in the groove and with the trip rod perpendicular to the switch base. 8. Connect an electric continuity meter to the Common and Normally Open switch terminals. Final adjustment is then made by loosening the two screws, within the slotted holes, that secure the switch assembly to the bracket. Slowly move the switch assembly back and forth until the continuity meter indi- cates an open circuit, and then se- curely tighten the adjustment screws and all mounting hardware. 10. Check to ensure that the trip rod moves out of the groove easily and that the switches activate within two OUTGOING FIGURE D FIELD CONNECTION OF TWO WIRES TO TERMINAL SCREW turns when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE Close the valve fully to determine that the stem threads do not acti- vate the switch. The switch being activated by the stem threads could result in a false" value open indication. If necessary, reposi- tion the Monitor Switch. If reposi- tioning the Monitor Switch does not correct the false" value open indication caused by the threaded portion of the value stem, refer to Step 6 and verify that the groove dimensions are correct. 11. Conduit and electrical connections to the Monitor Switch are to be made in accordance with the re- quirements of the authority having jurisdiction and/or the National Elec- trical Code. Use of a weathertight or submersible, as applicable, conduit connector with a gasket seal is nec- essary in installations where a NEMA 4 or 6P rating is required. As indicated in Figure D, an uninsu- lated section of a single conductor is not permitted to be looped around a terminal screw and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby pro- viding supervision of the connection in the event that a wire becomes dislodged. The Model OSYSU-1 and OSYSU-2 Monitor Switches do not require any regularly scheduled maintenance. It is recommended, however, that the Mon- itor Switches be operated at least quarterly to verify proper operation of the associated alarms by closing the supervised valve two turns to actuate alarms and then by reopening the valve to reset the alarms. Any impair- ment must be immediately corrected. It is recommended that automatic sprinkler and water spray fixed sys- tems for fire protection be inspected by a qualified Inspection Service. NOTES 1. Before testing alarms, notification must be given` to the owner and the fire department, central station or other signal station to which the alarms are connected. 2. Before closing a fire protection sys- tem main control valve for mainte- nance work on the fire protection system which it controls, permis- sion to shut down the affected fire protection systems must be ob- tained from the proper authorities, and all personnel who may be af- fected by this decision must be no- tified. 3. No attempt is to be made to field repair or replace any component of the Monitor Switch described herein. Refer to the WARRANTY statement and Price List for in- structions concerning repair or re- placement. Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. Specify: Model (specify) Monitor Switch, PSN (specify). OSYSU-1 ................PSN 54.647-1.002 OSYSU-2 ................PSN 54-647-1-003 The following replacement parts are available from Potter Electric Signal Company, 2081 Craig Road, St, Louis, MO 63146, Key Wrench .............. Slk. No. 5250062 Cover Screw .............. Stk. No. 5490293 The nominal weights of the OSYSU Monitor Switches are 2.2 pounds (1,0 kg). 0 Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A *LjCO/NTERNAT/ONAL LTD. COMPANY WATERFLOW DETECTORS - 2 thru 8 INCH MODEL VSR-F GENERAL DESCRIPTION The Model VSR-F Waterflow Detec- tors (Ref. Figure A) are designed for use with wet pipe automatic sprinkler systems. They utilize a vane -type sen- sor to actuate two single pole double throw snap -action switches when water flows at a sustained rate of 10 GPM or more. The flow may be caused by the discharge from a sprinkler, opening of an Inspector's Test Con- nection, or by other factors such as ac- cidental mechanical damage resulting in rupture of a fitting or the piping. The VSR-F Waterflow Detectors are generally used in conjunction with riser check valves to actuate electrical alarms and/or operate electrical equip- ment (such as fire pumps) in automatic sprinkler systems. They are also com- monly used where sectional waterflow signals are required. The switching components are enclosed in a NEMA Type 1 general purpose -indoor rated housing. Tamper resistant screws, which require a spe- cial key wrench for removal, are used to secure the Cover, and a field in- stalled cover tamper switch may be in- stalled to indicate unauthorized removal of the cover. Each of the two SPDT switches may be wired for either normally open or normally closed contact operation. A built-in pneumatic retard assembly with automatic reset), delays actua- tion of the electrical switches to reduce the possibility of false alarms caused by either a single or series of transient flow surges. The time delay is adjus- table from 0 to nominally 75 (60 to 90) seconds. APPROVALS AND STANDARDS The Model VSR-F Waterflow Detec- tors are listed by Underwriters Laboratories Inc. and Underwriters Laboratories of Canada. They are ap- proved by Factory Mutual Research Corporation. The Model VSR-F Waterflow Detec- tors are approved by the New York City Board of Standards and Appeals under Calendar Number 1033-83-SA. The listings and approvals are under 5-5/8" 043 mm) COVER SCREW COVER BASE' SADDLE 4*NIC 'id WATERFLOW CENTERLINE OF PIPE TRIP STEM PNEUMATIC RETARD ASSEMBLY - J SADDLE SADDLE O-RING PIPE DIAMETER PLUS 3" (76mm) 1/2 PIPE DIA. PLUS KEY WRENCH 4-5/8" 017 mm) VANE U-BOLT SET SPRING SWITCH TWO SPDT ACTUATOR SWITCHES T NUT o WASHERTIGHTEN NUTS ALTERNATELY TO A TORQUE OF APPROX. BASE50 FT. LBS. MOUNT SADDLE ON PIPE SO THAT ARROW POINTS IN DIRECTION OF WATERFLOW ROLL VANE IN OPPOSITE DIRECTION OF WATERFLOW MOUNTING HOLE Aor-,,J PIPE SIZE DIAMETER 2" to 2-1/2" 1-1/8" to 1-5/16" WATERFLOW U-BOLT 3" to e" 1-7/8" to 2-1/16" FIGURE A MODEL VSR-F WATERFLOW DETECTORS Printed in U.S.A. 5-90 TD200B the name of Potter Electric Signal Company. WARNING The Model VSR-F Waterflow Detec- tors must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the proper operation or integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted relative to any questions. The VSR-F Waterflow Detectors must not be used in dry pipe, deluge, or preaction systems. The Vane may be broken away or the mechanism damaged by the sudden inrush of water when the control value opens. A pressure switch should be used with these types of systems. The VSR-F Waterflow Detectors must not be used where potentially ex- plosive atmospheres are present. TECHNICAL DATA The 2 through 8 inch Model VSR-F Waterflow Detectors are for use in wet pipe automatic sprinkler systems and for installation in Schedule 10* through 40 steel pipe. They are rated for use at a maximum service pressure of 450 psi and may be used over an environ- mental temperature range of 40F/4C to 120F/49C. Field wiring is through a 1/2 inch con- duit opening in the Base to No. 6 screw terminals on two Switches. The Switches are SPDT snap -action and are enclosed in a NEMA Type 1 enclosure (i.e., general purpose in- door) and the Form C contacts are rated as follows: 125/250 VAC ...... 10.00 Amps 0 - 30 VDC ........ 2.00 Amps The VSR-F has a die cast aluminum Saddle with a buna-n, NBR, or nitrite Saddle O-Ring. A flexible poly- propylene Vane is pinned to a stain- less steel Trip Stem. The Trip Stem pivots on a stainless steel Pivot Pin that is captured between the Saddle and the aluminum Base along with a silicone Trip Stem Seal and stainless steel Washer. The Trip Stem extends to the polycarbonate Pnuematic Retard Assembly and two SPDT Switches that are housed within an aluminum Cover. The U-Bolt, Washers, and Nuts are cadmium plated steel. OPERATION Water flowing at a sustained rate of 10 GPM or more will deflect the Vane suf- ficiently to allow the Trip Stem to release the Pneumatic Retard Assem- bly. As the flow increases above 10 GPM, the Vane flexes towards the in- ternal contour of the pipe. Releasing the Pneumatic Retard As- sembly permits the Switch Actuator to move away from the Switch levers, and when the preset time delay has elapsed, the Switch Actuator will have moved .far enough to allow the Switches to actuate. The Switches remain in the actuated position while water continues to flow. After the waterflow has stopped, the Vane and Switch Act-uator are automatically returned to their normal (set) position by the Reset Spring, which in turn resets the Switches. The automatic reset feature reduces the possibility of a false alarm by diminishing the cumulative effect of a series of flow surges. The Pneumatic Retard Assembly is factory set at es- sentially a zero time delay. It may be field adjusted from 0 up to nominally 75 60 to 90) seconds, if required, to suit individual installation requirements. INSTALLATION The 2 through 8 inch Model VSR-F Waterflow Detectors are for installa- tion in Schedule 10' through 40 steel pipe. The VSR-F Waterflow Detectors can be mounted in vertical or horizontal piping. In vertical pipe runs, they must only be used for detecting upward flow. In horizontal pipe runs, they must only be mounted on top of the pipe. The Detectors should be located with at least 18 inches clearance around the sides and they must have at least 4 inches of clearance above the Cover for inspection and maintenance. The units should be located further than 6 inches from a fitting which changes the direction of waterflow and at least 24 inches from a gate or drain valve. An Inspector's Test Connection, which is sized in accordance with the require- ments of the authority having jurisdic- tion, must be located downstream of the waterflow detector, for periodic testing of the detector and its as- sociated alarms. NOTE If the Detector is to be installed in a sprinkler system which is already in service, permission to shut down the affected fire protection system must first be obtained from the proper authorities, and all personnel who may be affected by this action must be notified. Proceed as follows: 1. Drain the piping if the Waterflow Detector is to be installed in a sys- tem which is already in service. Verify that the drainage water is being properly disposed of and that it will not cause damage or result in dangerous conditions. Locate the center of the Detector Mounting Hole per the previously given criteria. Saw a hole of the size specified in Figure A, through the wall of the pipe, and then remove the cut-out. The centerline of the hole must be perperpendicular to the sur- face of the pipe, so that the installed detector will not be tilted. Tilting could cause the Vane to scrape the pipe wall and adversely affect detec- tor sensitivity. It is recommended that the removed cut-out be temporarily fastened to the pipe near the Waterflow Detec- tor, so that there is ready visual verification of the cut-out removal. Remove all burrs from around the outside edge of the drilled hole. The outside pipe surface within 1/4 inch of the hole edge must be cleaned of scale and projections as well as be free of indentations which could af- fect proper sealing of the Saddle 0- Ring. 4. Clean out interior pipe scale for one pipe diameter on both sides of the Mounting Hole to ensure free move- ment of the Vane during both toward and reverse flow. 5. Roll the Paddle against the direction of flow, as indicated in Figure A, but only as tightly as is necessary to in- sert it through the Mounting Hole. Do not bend or crease the Vane. 6. Insert the rolled Vane into the Mount- ing Hole after ensuring that the Sad- dle O-Ring is positioned correctly and the flow arrow on the Saddle is pointing in the direction of flow. Posi- tion the Saddle so that it sits square- ly on the pipe and so that the Saddle O-Ring will seat all around. 7. Install the U-bolt. Tighten the nuts al- 0.134 inch nominal wall thickness for 6 inch size pipe and 0.188 inch nominal wall thickness for 8 inch size pipe I\gp-, f " _ 1 Ar-001 iG FIGURE B FIELD CONNECTION OF TWO WIRES TO TERMINAL SCREW ternately to a torque of approximate- ly 50 ft.lbs. 8. Remove the Cover with the Key Wrench and gently move the Trip Stem its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the Detector is perpendicular to the pipe surface. If binding persists, check for removal of scale on the pipe interior and for proper pipe size Waterflow Detector. 9. Wire the Waterflow Detector in ac- cordance with the requirements of the authority having jurisdiction and/or the National Electrical Code. With reference to Figure B, an unin- sulated section of a single conductor is not permitted to be looped around a terminal screw and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision of the connec- tion in the event that a wire becomes dislodged. 10. Slowly fill the sprinkler system and check for leaks. 11. Set the time delay. Setting B with a time delay of nominal 30 (20 to 40) seconds is recommended. NOTE It is recommended that the time delay not be set at longer than nominally 30 seconds (Setting B), at this time, since this may un- necessarily increase the time for alarm. The Retard Device should only be adjusted after the sprinkler system has been placed in service and experience shows that an increased delay is re- quired because of the severity of flow surges. Increase the delay time only to the minimum re- quired value. 12. Open the Inspector's Test Connec- tion to verify proper operation of the Detector and its associated alarms. The time delay should correspond approximately to the field setting and the electrical functions should con- tinue until the Inspector's Test Con- nection is closed. Air pockets within the sprinkler system may increase the time delay to alarm. 13. Replace the Cover and tighten the Cover Screws using the Key Wrench. Store the Key Wrench in a secure area. 14 If, after the sprinkler system has been placed in service, it becomes necessary to increase the retard time due to excessive flow, remove the Cover and adjust the Retard Dial. Increase the -delay time to the minimum required value. Replace the Cover and store the Key Wrench in a secure area. CARE AND MAINTENANCE The Model VSR-F Waterflow Detec- tors do* no require any regularly scheduled maintenance. It is recom- mended, however, that proper opera- tion of the alarms be verified in accord- ance with the following described inspection procedure. Any impairment must be immediately corrected. NOTES Before testing alarms or removing a Cover from a Detector with a Cover Tamper Switch, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected. 2. If a Vane is separated from its Ac- tuator Lever, it must be located and removed. Failure to do so may im- pair the proper flow of water to a portion of the sprinkler system. 3. No attempt is to be made to replace or repair any VSR-F Waterflow Detector component in the field. Refer to the WARRANTYstatement and Price List for instructions con- cerning repair or replacement. 4. Before closing a fire protection sys- tem control value to replace a VSR-F Waterflow Detector, permis- sion to shut down the affected fire protection system must first be ob- tained from the proper authorities and all personnel who may be af- fected by this decision must be notified. Inspection Procedure Operationally test the Waterflow Detector at least quarterly but preferably monthly, to verify that the time delay to alarm has not decreased or increased. The Waterflow Detector must be tested by opening the Inspector's Test Con- nection. 2. Inspect for external leakage past the pressure seals (i.e., Trip Stem Seal and Saddle O-ring) at least annual- ly. Alarm Does Not Operate 1. Verity -proper wiring. Remove the Cover and observe the Actuator Lever before and while the Inspector's Test Connection is opened. The Switch Actuator should move away from the Switch levers; if not, follow the waterflow detector replacement procedure to assure that the Vane is attached to the Detector and the pipe is free of scale. Decrease in Time Delay If the time delay to alarm has decreased below the desired range, which may occur due to wear of the Pneumatic Retard Device after ex- tended use, then increase the retard setting. To increase the retard setting, remove the Cover and adjust the Retard Adjustment Dial. Increase the delay time only to the minimum re- quired value. Replace the Cover. Increase in Time Delay If the time delay to alarm has in- creased above the desired range, first check for Vane binding. Remove the Cover and gently move the Trip Stem its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the Detector is perpendicular to the pipe surface. If binding persists: a. Verify that the appropriate size waterflow detector is being used. b. Remove the waterflow detector by following the waterflow detec- tor replacement procedure and verify that the interior of the pipe is clean per instruction No. 4 of the Installation section. 2. If the time delay has increased above the desired range and the Vane is found not to be binding, then reduce the retard setting. To reduce the retard setting, adjust the Retard Adjustment Dial to the minimum re- quired value. Replace the Cover. Waterflow Detector Replacement Procedure 1. Review and follow the instructions given in the NOTES at the begin- ning of this Care and Maintenance section. 2. Close the Main Control Valve and drain the appropriate portion of the system. 3. Disconnect the electrical power and then disconnect the wiring to the waterflow detector. 4. Loosen both nuts and remove the U- bolt. 5. Gently lift the Saddle off the pipe until your fingers can be slipped between the undereside of the Saddle and the pipe surface 6. Using the thumb and index finger, start to curl the Vane as shown in - Figure A. Gradually lift the Detector off the pipe while applying more curl to the Vane, in order to ease removal. 7. Replace the Detector by following Steps 4 through 14 in the Installation section. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERING PROCEDURE Waterflow Detector: Specify: (specify size) Model VSR-F Waterflow Detector, PSN (specify). Size 2............... I ........ PSN 54.625.1.009 2-1/2' ...................PSN 54.625-1-010 3........................PSN 54.625-1.011 3-1/2. ................... PSN 54-625-1-012 4".......................PSN 54.625-1-013 5-.......................PSN 54.625.1.014 6........................PSN 54.625-1-014 6 ........................ PSN 54-625.1.016 Optional Cover Tamper Switch: A Cover Tamper Switch is available from Potter Electric Signal Company, 2081 Craig Road, St. Louis, MO 63146. Order Stk. No. 0090018. Replacement Parts: The following replacement parts are available from Potter Electric Signal Company, 2081 Craig Road, St. Louis, MO 63146. Key Wrench ... Stk. No. 5250062 Cover Screw ... Stk. No. 5490293 Saddle O-Ring, 2 & 2-1/2' ....Stk.No. 5330070 3 — 8' .....Stk.No. 5330071 CONVERSION FACTORS Parenthetical metric conversions cited herein are approximate. 1 inch 25.400mm 1 pound 0.4536 kg 1 It.lb. 1.356 Nm 1 psi 6.895kPa 0.0689 bar' 0.0703 kg/cmz' Not recognized International System units. WEIGHTS The nominal weights for the Model VSR-F Waterflow Detectors are as fol- lows: 2' .............................. 41bs. 2-1/2' ........................... 41bs. 3' .............................. 51bs. 3-1/2- ........................... 51bs. 4' .............................. 61bs. 5' .............................. 6tbs. 6' .............................. 6lbs. 8- .............................. 7 ft. Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A'tgt:oINTERNAT/ONAL LTD. COMPANY PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A STANDARD RESPONSE, 5 mm BULB TYPE,17/3211(20 mm) ORIFICE, 3/411 NPT"* ESCUTCHEON PLATE SEATING SURFACE 2-5/16' 58,T mn i ccp nr PENDENT 1-9/16" 9,7 mm ) f MODEL F700 RECESSED ESCUTCHEON WRENCH FLAT 2-7/8" (73,Omm)'DIA RECESSED PENDENT SSU DEFLECTOR? 3/4" NPT** UPRIGHT 1 - Frame 3 - Gasketed 4 - Bulb 6 - Deflector 2 - Button Spring 5 - Compression Plate Screw Temperature rating is indicated on deflector or adjacent to orifice seat on frame. Pipe thread connections per ISO 7/1 can be provided on special request. 2.1/, 5T,2 WRENCH FLAT 1/2"(12,7mm) MAKE - IN CROSS SECTION FIGURE A 17132 INCH ORIFICE MODEL A PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS The 17/32 inch (20 mm) orifice Univer- sal Model A Pendent, Recessed Pen- dent, and Upright Sprinklers (Ref. Fig- ure A) are automatic sprinklers of the frangible bulb type. They are "standard response - large orifice spray sprink- lers" intended for use in fire sprinkler systems designed in accordance with the standard installation rules recog- nized by the applicable Listing or Ap- proval agency (e.g., UL Listing is based on NFPA 13 requirements). The Pendent, Recessed Pendent, and Up- right Sprinklers all produce a hemi- spherical water distribution pattern below the deflector. The recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon (Ref. Figures A and C). The F700 Recessed Escutcheon pro- vides 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of adjustment from the flush pendent position. The F700 has a separqtble two-piece design which allows installation of the sprinklers and pressure testing of the fire protection system, prior to ceiling construction and/or application of afin- ish coat to the ceiling. They also permit refinishing of a ceiling surface without having to first shut down the fire pro- tection system and remove the sprink- lers. The adjustment provided by the F700 substantially reduces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. Also, the Closure has a 1/2 inch (12,7 mm) wide flange which provides ample clear- ance for covering the mounting hole. Laboratory listings and approvals for the 17/32 inch (20 mm) orifice Model A Pendent, Recessed Pendent, and Up- right Sprinklers are given in Table A. WARNING The 17132 inch orifice Model A Pen- dent, Recessed Pendent, and Upright Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as applicable standards of the National Fire Protection Association, in addi- tion to the standards of any other au- thorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well aspossi- bly void the sprinkler's Approvals and /or Listings. T The 17/32 inch (20 mm) orifice Model A Pendent, Recessed Pendent, and Upright Sprinklers are rated,for use at a maximum service pressure of 175 psi (12,1 bar) and they are available in Printed in U.S.A. 1-96 TD5260 SPRINKLER FINISH TYPE TEMPERATURE RATING BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTER COATED All Colors PENDENT and UPRIGHT 135'F/57'C Orange 1, 2, 3, 5, 6, 7 155'F/68'C Red 175'F/79'C Yellow 200'F/93'0 Green 286'F/141'C Blue 360'F/182'C Mauve RECESSED PENDENT' 135'F/57'C Orange 1, 2, 4, 6, 7 155'F/68'C Red 175'F179'C Yellow 200'F/93'C Green NOTES: 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters' Laboratories of Canada. 3. Approved by Factory Mutual Research Corporation. 4. Approved by Factory Mutual Research Corporation for use in Light Hazard and Ordinary Hazard (Groups 1 and 2) Occupancies.The FM Approvals for Ordinary Hazard Occupancies Is limited to wet pipe sprinkler systems and preaction systems qualifying as wet pipe systems. 5. Approved by the Loss Prevention Council (United Kingdom). 6. Approved by the Scientific Services Laboratory (Australia). 7. Accepted by the City of New York under MEA 241-94-E. Installed with 3/4' Model F700 Recessed Escutcheon. the temperature ratings and finishes indicated in Table A. Recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon. The F700 Escutcheons are available with a chrome plated fin- ish or a coated finish in any color. The nominal discharge curve plotted in Figure B represents the flow "0" in GPM (LPM) as determined by the fol- lowing formula: O = KFp where the nominal discharge coeffi- cient "K" equals 8.1 (116,8); and, "p" equals the residual flowing pressure in psi (bar). Listing standards permit the actual value of "K" to vary from 7.4 to 8.2 (106,7 to 118,2); however, for hy- draulic calculations, a K-factor of 8.1 116,8) is to be applied. The Frame of the Model A Sprinkler Ref. Figure A), is bronze per ASTM B176 (C87800) or, a proprietary alloy designated as OM. The Button (bulb retainer) is phospher bronze per ASTM B103 (C51000 or C52100). The Gasketed Spring Plate consists of a Berylium Nickel (N03360) disc spring that is sealed on both its inside and outside faces with a Teflont gasket. The Compression Screw is bronze per ASTM B140 (C31400) and the Deflec- tor is brass per ASTM B152 (C11000). The Model A Sprinklers utilize a 5 mm TABLE A LABORATORY LISTINGS AND APPROVALS diameter frangible bulb. Table A indi- cates the bulb liquid color as a function of temperature rating. The F700 Recessed Escutcheon pro- vided for use with the Model A Pendent Sprinkler (Ref. Figure C) has a Closure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight fric- tion fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and com- pensate for minor non -perpendicular- ity between the Model A Sprinkler and the ceiling. NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble is approximately 1116 inch (1,6 mm) for the 1357157'C to 3132 inch (2,4 mm) for the 360'F/182'C rating. (At higher ambient temperatures, the bubble may be barely perceptable for the lower temperature ratings.) Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well as possi- DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) 20 25 70 75 40 45 so SS s0 y 4S s IL 10 N....muIli. w. w.w. .N. NN N N N . N/... I,s w N.III wi w w N w. w ii iLSol w N.wN.N... w..sw. N•ii w.w. w.I aalwI 1 wNiw N..w.N w ii•wiiii i AaaMlAliwN w wow i oN•• w i N sums 7•n wi Ni/MMaMaI I; 1, ww N N ww w Nw.N N. w w N.'N taxman: on1, w w ww ww w N wN. II • O I =aa dEaa aUMI 1MIalwwwNw wo ww w owiii ii alafanaaMtl Nw w.wN.. ww mama: naa lww BEaomnassaaul i I w w ii.:AaAMMM a1NMYa MI ww=.liOaMMMOMaMMMMMa w I, 11 aoEaatuEwoaor aE n too 125 ISO ITS 200 DISCHARGE IN LITRES PER MINUTE FIGURE B NOMINAL DISCHARGE CURVE bly void the sprinkler's Approvals and /or Listings. The Model A Sprinklers must be in- stalled in accordance with the follow- ing instructions. 1. Prior to installing pendent sprinklers and if applicable, verify that the face of the sprinkler fitting is within the proper range of distance which can be accommodated by the type of escutcheon being used. When installing a Model A Pendent is t DuPont Registered Trademark FULLY RECESSED DIMENSIONSt Up to 1/2 inch adjustment from minimum 1/4 inch to maximum 3/4 Inch recessed position. Dim. Inches mm A- 5/8t1/8tt 15,9t3,2 B-Min. 13116 20,6 B-Nom. 1-1/16 27,0 B-Max. 1-5/16 33,3 C-Min, 1/4 6,4 C-Max. 3/4 19,1 HIGH ADJUSTMENT DIMENSIONS Up to 3/4 inch adjustment from the flush ceiling position to 3/4 inch recessed position. Dim. Inches mm A- 1/2t1/4tt 12,7t6,4 B-Min. 13/16 20,6 B-Nom. 1-3116 30,2 B-Max. 1-9/16 39,7 C-Min. FLUSH C-Max. 3/4 19,1 Sprinkler with the F700 Recessed Escutcheon, for best overall appear- ance, use Dimension "A" indicated under the "Fully Recessed Dimen- sions" heading of Figure C. Other- wise, use Dimension "A" under the High Adjustment Dimensions" heading. In either case, the remain- ing adjustment can be used to com- pensate for the possible manufac- turing variations in take-out of the fittting, as well as in the make -in of the sprinklers (as permitted by ANSI 61.20.1). 2. After installing the F700 Mounting Plate (or other escutcheon, as appli- cable) over the sprinkler threads, apply pipe thread sealant sparingly to the sprinkler threads only. Use of a Teflont based pipe thread sealant is recommended. 3. Hand tighten the sprinkler into the sprinkler fitting. 4. Refer to Figure D and select the appropriate Sprinkler Wrench for tightening the sprinkler into the sprinkler fitting. The F850 Sprinkler Wrench must be used for installing polyester coated sprinklers, in order to prevent dam- age to the sprinkler finish. NOTES A leak tight 314 inch NPT sprink- FACE OF FITTING L_C 2b A 20 t For best overall appearance. 2-7/8" DIA. 73,Omm) 2-1/4" DIA. 57,2mm) tt Remaining 1/4 inch (6,4 mm) of adjustment can be used to compensate for variations in sprinkler make -in and fitting take-out. MOUNTING SURFACE2 3,7 mm) 1 1- Model A Pendent Sprinkler 2- Model F700 Recessed Escutcheon a- Mounting Plate b- Closure FIGURE C MODEL A RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON ler joint should be obtained with a torque of 10 to 20 fi•.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install the sprinklers. Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to make-up for in- sufficient adjustment in the es- cutcheon plate by under- or over - tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. 5. In recessed pendent sprinkler instal- lations, after the ceiling has been installed or the finish coat has been applied, slide on the F700 Closure over the Model A Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100'F/38'C and they must never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers — both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, -replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section Note). NOTES Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system control valve for maintenance work on the fire protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. SELECTION: Select the appropriate wrench based on the following require- ments: A. Model A Sprinklers with a natu- ral brass or chrome plated fin- ish and where the Wrench Flats shown in Figure A are accessi- ble, may be be installed using an 8 or 10 inch adjustable Cres- cent type wrench or the Model F850 Sprinkler Wrench. B. Model A Sprinklers with a poly- ester coated finish must only be installed with the Model F850 Sprinkler Wrench. C. Model A Recessed Pendent Sprinklers which are to be in- stalled after completion of a fixed ceiling must only be in- stalled with the Model F850 Sprinkler Wrench. t WRENCH LUGS Model F850 Nylon Coated Sprinkler Wrench USE: When using an 8 or 10 inch adjustable Crescent type wrench, the wrench is to be applied to the sprinkler wrench flats only (Ref. Figure A). To use the F850 Sprinkler Wrench, slip the Wrench opening over the Model A Sprinkler Deflector by passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. Using a 1/2 inch ratchet drive or by applying an 8 or 10 inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler into the fitting. The two lugs located on opposite sides of the Wrench indicate the orientation of the sprinkler frame arms. NOTE Push up on the Sprinkler Wrench, while it is being turned, to ensure that the Wrench recess stays fully engaged with the sprinkler wrench fiats. Carefully remove the Sprinkler Wrench by disengaging it from the sprinkler wrench flats, and then passing it sideways over the sprinkler deflector. FIGURE D SPRINKLER WRENCH SELECTION AND USE PSN 57-XXX-X-XXX TYPE 591 1 SR PENDENT 590 1 SR UPRIGHT TEMPERATURE RATING 135 1 135'F/57'C 155 155'F/68'C 175 175'F/79'C 200 200'F/93'C 286 286'F/141-C 360 360'F/182'C TABLE B PRODUCT SYMBOL NUMBER SELECTION STANDARD RESPONSE 3/4 INCH ORIFICE MODEL A PENDENT AND UPRIGHT SPRINKLERS WITH 17/32 INCH NPT CONNECTIONS Seller warrants for a period of one year from the date of. shipment .(warranty period) that the products. furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. A Product Symbol Number (PSN) is not specified when ordering polyester coated Model A Sprinklers with other than a white color; when ordering color coated Model F700 Recessed Es- cutcheons with other than a white color; or, when ordering sprinklers with thread connections per ISO 7/1. It is suggested that a color chip be pro- vided when ordering special color fin- ishes. Otherwise, responsibility for du- plication cannot be accepted. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: 17/32" orifice, (specify tem- perature rating), Model A (specify Pen- dent or Upright) Sprinkler with (specify type of finish), PSN (specify from Table B). Special Order" Sprinkler Assemblies with ISO 7/1 Thread Connections: Specify: 17/32" orifice, (specify tem- perature rating), Model A (specify Pen- dent or Upright) Sprinkler with (specify type of finish) and with thread connec- tion per ISO 7/1. Recessed Escutcheon: Specify: 3/4" (20 mm) Model F700 Re- cessed Escutcheon with (specify fin- ish), PSN (specify). 3/4' (20 mm) F700 Chrome Plated ......... PSN 56-700.9.010 3/4' (20 mm) F700 White Color Coated ............... PSN 56.700-4-010 Sprinkler Wrench: Specify: Model F850 Sprinkler Wrench, PSN 56-850-4-001. The nominal weights are as follows. 17/32' Orifice Model A Pendent Sprinkler ......... 2.8 ozs. (78 g) 17/32' Orifice Model A Upright Sprinkler .......... 2.9 ozs. (81 9) 314, Model F700 Recessed Escutcheon ..... 1.2 ozs. (35 g) Model F850 Sprinkler Wrench ......... 15.5 ozs. (440 g) s Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER. NH 03833 A tgCO INTERNATIONAL LTD. COMPANY SECTION C-1 F 3 4 3 8 9 1 0 2 A - Closed B - Open J - No. of Bolt G - No. & Size of Holes L - Max Tap Siz K ---',IL I H - Bolt D Circle Dia. See Page C-1-20 for ordering instructions. Mueller Co. cr. . crl.0 tea....• FIRE PROTECTION PRODUCTS IRON BODY li BRONZE MOUNTED OUTSIDE SCREW AND YOKE PARALLEL SEATS A-2073-6: Flanged Ends . DOUBLE DISC Conventional Packing .'N" THROUGH 14" SIZES Handwheel Sizes: 2V, 3", T/2", 4", 6", 8", 10", 12", 14" VP - 12" 175 psi Working Pressure - 350 psi Test Pressure 14" 150 psi Working Pressure - 300 psi Test Pressure PARTS LIST Catalog Part No. Description Material Material Standard G- 1 Cap Nut Bronze ASTM B62 G- 2 Handwheel Key Steel AISI C1018 or C1020 G- 3 Handwheel Cast Iron ASTM A126 Class B G- 4 Washer Brass None G- 5 Bushing Nut Bronze ASTM B584 Alloy 905 G- 6 Yoke Cast Iron ASTM A126 Class B G- 7 Gland Nut Bronze ASTM B16 G- 8 Gland Flange Malleable Iron ASTM A536 Grade 65-95-12 G- 9 Gland Bronze ASTM B62 G-10 Gland Bolt Steel ASTM A307 Grade B G-11 Yoke Bolt Steel ASTM A307 Grade B G-12 Bonnet Bushing Bronze ASTM B62 G-13. Stem Bronze ASTM B138 Alloy 675 Top Wedge Cast Iron ASTM A126 Class B G-14 Bonnet Cast Iron ASTM A126 Class B G-15 Bonnet Gasket Composition ASTM D1170 Grade P1161A G-16 Bonnet Bolts and Nuts Steel ASTM A307 Grade B G-18 Seat Ring Bronze ASTM B62 G-19 Disc Cast Iron ASTM A126 Class B G-20 Disc Pin Bronze ASTM B21 Alloy 464 G-21 Side Spreader Bronze ASTM B62 G-22 Bottom Wedge Cast Iron ASTM A126 Class B G-23 Stem Packing Lubricated Flax Federal HH-P-106C G-24 Test Plug Iron None G-47 Body Cast Iron ASTM A126 Class B G-19' Disc Bronze ASTM B62 G-22* Bottom Wedge Bronze ASTM B62 These parts are for 2'ri", 3" and 3;, " sizes only. DIMENSIONS Size Dimension 2'/2 ' 3" 3'/2" 4" 6" 1 8" 10" 12" 14" A 12.3/4 15.3/8 17-1 4 20 24-1 2 31-3/8 37.3/8 42-1/2 50-1/2 g 15-7/8 19 21-3/8 24-3/4 31-1 /4 40.1 /4 48-1 /2 55.5/8 65-3/8 C 6 8 8 11 13 14 16 18 18 p 7.1 /2 8 8-1 /2 9 10.1 /2 11-1/2 13 14 15 E 7 7.1/2 8-1/2 9 11 13.1/2 16 19 21 F 3/4 7/8 7/8 1 1-1/8 1.114 1-3/8 1-1/2 1-5/8 G 4-3/4 4-3/4 8-3/4 8-3/4 8-7/8 8-7/8 12-1 12-1 12.1-1/8 H 5-1/2 6 7 7.1/2 9.1/2 11.3/4 14-1/4 17 18.3/4 4 8 6 8 10 12 12 14 16 K 2-1/4 2.1/4 2-1/4 2-1/4 2.1/4 2.1/2 2-1/2 3 3 L 1.1/4 1-1/4 1.1/4 1.1/4 1.1/4 1-1/2 1.1/2 2 2 4.5/8 1 5.114 1 5-1/4 1 5-3/16 1 6.1 a 1 7.1 /8 1 8 8-1 /2 9 6-1/4 7-1/2 8-1 4 9-1/2 20.1 2 27 33-1 2 39-1/2 46 IWEIGHTSI 4b 1 13 1 30 1 11.1 1 jai I 25Z 1 422 1564 1013-1 All dimensions In inches an0 all weights In pounds. NOTE: Flanged ends have 125 lb. American Standard End Flange Drilling ANSI B16.1. Turns to open. Page Rev. 6,89 C-1.12 March 26, 1996 Sprinkler 101 h 1. PRODUCT NAME Viking Model M Large Orifice Dry Pendent Sprinklers Adjustable Recessed Dry Pendent Adjustable Standard Dry Pendent Plain Barrel Dry Pendent Manufactured 1993- 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 USA Telephone: (616) 945-9501 800) 968-9501 Fax No: (616) 945-9599 Outside the U.S.A. Telephone: +1 (616) 945-9501 Fax No. +1 (616) 945-9599 3. PRODUCT DESCRIPTION The Viking Model M Large Orifice Dry Pendent Sprinkler is a thermosensitive glass bulb spray sprinkler, suitable for use in areas subject to freezing. The large orifice allows greater flows at lower pressures than those produced by standard orifice Dry Pendent Sprinklers. The Model M Large Orifice Dry Pendent Sprinkler is designed for dry systems and preaction systems where it is nec- essary to prevent water or condensation from entering the drop nipple before the Sprinkler operates. It may also be in- stalled in spaces subject to freezing and supplied from a wet system in an adja- cent heated area. The assembly fea- tures a sealed brass inlet, and a durable threaded steel barrel with an Electrode - posited Epoxy Base coating. The Pen- dent Sprinkler is of the familiar Model M design with a rugged 5 mm glass bulb. The Model M Large Orifice Dry Pendent Sprinkler is available in several finishes and temperature ratings to meet design requirements. The seal at the threaded end of the assembly is held in place by force transmitted from the compression screw, through the glass bulb and inter- nal parts, onto a special sealing spring. During fire conditions, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the inter- nal parts to open the waterway. The water flowing through the sprinkler ori- fice strikes the sprinkler deflector form- ing a uniform spray pattern to extinguish or control the fire. The Model M Large Orifice Dry Pendent Sprinkler may be installed with the barrel exposed, or with one of two escutcheon styles. An "E-1" style escutcheon with up to 5/8" RF.R.Y. ADJUSTABLE PLAIN RECESSED 1 BARREL ADJUSTABLE STANDARD Sprinkler Nominal Sprinkler Ceiling Temperature at Sprinkler Max. Ambient Max. Recommend. Temperature Temperature Rating Bulb Color Classification Fusin Point Temp. Allowed' Ambient Tem 2 Color Codln 3 Ordinary 1350F (570C) 1150E 460C 1000F (38OC) Orange None Ordinary 1550F (680C) 1350E(570C) 1000F (380C) Red None Intermediate 1750F (790C) 1550F (680C) 1500F (650C) Yellow While Intermediate 2000F (93 C) 1800F (820C) 1500F (650C) Green White High 2860E 1410C 2660E 1300C 2250E 1070C Blue Blue Based on National Fire Prevention and Control Administration Contract No. 7.34860. Z Based on NFPA-13. Other limits may apply depending on fire loading, sprinkler location and other authority having jurisdiction requirements. Refer to specific installation standards. 7 Frames of decorative sprinklers are not color coded. Temperature is stamped on deflector. 15,8mm) adjustment (see Figure 1), provides an aesthetically pleasing re- cessed appearance. For standard in- stallations, the sprinkler is available with an adjustable, surface mounted ceiling escutcheon, finished to allow up to 2" 50,8mm) of adjustment (see Figure 2). Both styles of escutcheons slip on from below the ceiling to allow installation of the sprinkler prior to ceiling construction. Model M Large Orifice Dry Pendent Sprinklers may be ordered in lengths from 3" (76,2mm) to 48" (1 219,2mm) long', and are available in 1/4" (6,35mm) increments for the recessed style, and in 1/2" (12,7mm) increments for the "ad- justable ceiling escutcheon" style, and the plain barrel style installed with no escutcheon. 4. TECHNICAL DATA See chart (Page 101 k) for list of approvals. Approved to maximum length of 48" 1 219,2 mm). Glass Bulb Fluid Temperature rated to 65OF (-550C) Ratedto 175 PSI (1207 kPa) waterwork- ing pressure. Thread Size: 1" NPT or 25mm BSPT. Orifice Size: Nominal 17/32" (20mm) K Factor. Varies with length. See figure 4, page 101 k. Form No. F_101592 t ' Lengths between 48' (1 219,2mm) and 60' (1524) Replaces page 101 h-k dated May 6, 1993 are available, with no approvals, on a *made to or Sept. 15, 1993 (add ULC listing) order' basis. Contact manufacturer. Sprinkler 101 i March 26, 1996 Minimum operating pressure: 7 PSI 48,3 kPa). Factory tested pneumatically at 100 PSI 690 kPa). Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 SPRINKLER MATERIALS: Frame: Brass Castings UNS-CS4400 Deflector: Brass UNS-C26000 Bulb: Glass, Nominal 5mm diameter Seal: Teflon Tape Spring: Nickel Alloy Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C31600 Seat: Copper UNS-C21000 Orifice: Copper UNS-C21000 Washer: Stainless Steel UNS-S30400 Spring Base: Brass UNS-C31400 or UNS-C31600 Gasket: Buna N Pin: Stainless Steel UNS-S42000 Tube: JIC Hydraulic Steel Tube Inlet: Brass UNS-C36000 Support (Internal): Steel UNS-G10080 Electrodeposited Epoxy Base finish Barrel: Steel Pipe UNS-G10200 Electrodeposited Epoxy Base finish ACCESSORIES: Dry Sprinkler Wrench Standard: PN 07297 Recessed: PN 07565 AVAILABLE FINISHES: Recessed: Chrome, or White Standard Adjustable: Chrome Plain Barrel: (sprinkler only) Chrome or Brass ORDERING INFORMATION: For proper shipment specify: model, ori- fice size, finish, temperature rating, es- cutcheon type, and length ("A" Dimen- sion). Dry Pendent Sprinklers are or- dered in specific lengths noted as the "A" dimension (see Figures 1 through 3). The "A" dimension is the distance from the face of the fitting (tee) to the desired finished ceiling location. The Dry Pen- dent Sprinkler must be ordered and manufactured specifically for one of three styles of installation: the adjust- able recessed escutcheon (see Figure 1). the adjustable standard escutcheon see Figure 2), or the plain barrel (see Figure 3). Escutcheons slip on from be- low the ceiling to allow installation of the sprinkler prior to ceiling installation. For limits of adjustment for the recessed es- cutcheon see Figure 1. Details and limits of adjustment for the standard ceiling Minimum ceiling hole size: 2.1/8' (54mm) diameter. Maximum ceiling hole size: 2-1/2' (63,5mm) diameter. ADJUSTMENT: 5/16' (7,9mm) t: 5/16' (7,9mm) Minimum: -- 1- (25,4mm) IMaximum: 1.518' (41,2mm) 3.1/16" FOR "A" 1. Determine the distance from A face of tee to finished ceiling 2. Round to nearest 1/4' 6,35mm) between 3.1/4' 82,5mm) and 48' (1219,2mm) NOTE: sprinkler will be recessed approximately 5/16' (7,9mm) above finshed ceiling with 5/8' 15,8mm) vertical adjustment I available. Finished ceiling FIGURE 1. ADJUSTABLE RECESSED MODEL M DRY PENDENT SPRINKLER WITH UP TO 5/8" (15,8mm) ADJUSTMENT escutcheon style, with 2" (50,8mm) of adjustment, are shown in Figure 2. 5. AVAILABILITY AND SERVICE: Viking Sprinklers are available through a network of Domestic, Canadian, and International Distributors. See the Yel- low Pages of the telephone directory for your closest distributor (listed under Sprinklers Automatic Fire") or contact The Viking Corporation. 6.GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid requirements of approving agencies. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating, or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachver- sicherer or other similar organiza- tions, and also with provisions of gov- ernmental codes, ordinances, and standards whenever applicable. The use of Dry Pendent Sprinklers maybe limited due to occupancy and hazard. Refer to the Authority Having Juris- diction prior to installation. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original container. Never install sprinklers that have been dropped or damaged in any way. Never install any glass bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. Never install Sprinklers which have been exposed to temperatures in ex- cess of the maximum ambient tem- perature allowed. Such sprinklers should be destroyed immediately. C. Model M Large Orifice Dry Pendent Sprinklers are not intended for use in corrosive environments. Use only Sprinklers listed for corrosive environ- ments when subject to corrosive at- mospheres. WARNING: Model M Dry Pendent Sprinklers MUST be installed into the 1" outlet of a cast iron or malleable iron tee fitting only. The threaded end of the Dry Pendent Sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accu- mulating and freezing over the sprinkler seal. 1: DO NOT install the Dry Pendent Sprinkler into a threaded elbow, coupling, or any other fitting that Form No. F_101592 March 26, 1996 Sprinkler 101 j FOR 'A" 1: Determine distance from face -- of tee to finished ceiling. I I 2: Round to nearest 1/2' 12,7mm) between 3" 76,2mm) and 48' 1219,2mm). NOTE: Deflector will be located ap- A proximately 3-7/16' I 87,3 mm) below ceiling with 1" (25,4mm) upward and 1" 25,4 mm) downward adjust- ytJ ment available. E. Finished Ceiling 1.1/2' (38,1mm) diameter could interfere with thread pene- tration. Such installation will dam- age the brass seal. 2: DO NOT install the Dry Pendent Sprinkler into a coupling or fitting that will allow condensation to ac- cumulate above the seal, when lo- cated in an area subject to freezing. 3: NEVER try to modify the Dry Pen- dent Sprinkler. The sprinklers are manufactured for a specific "A" dimension and cannot be modi- fied. The sprinkler must be installed after the piping is in place to prevent me- chanical damage. Before. installing, make sure the "A" dimension is cor- rect and the appropriate model, style, orifice size, and temperature rating is used. Apply a small amount of pipe joint compound or tape to the male threads only, taking care not to allow a build up of compound over the brass inlet and seal. Install the sprin- kler on the piping using the special Dry Sprinkler wrench only, while tak- ing care not to damage the sprinkler. DO NOT use a pipe wrench on the barrel of the Dry Pendent Sprinkler. After installation, the entire sprinkler system must be tested in accordance with the recognized installation stand- ards. The test is applied after sprin- kler installation to insure no damage has occurred to the sprinkler during Minimum ceiling hole diameter. 1-3/4' (44,45mm) Maximum ceiling hole diameter. 2-1/4' (57mm). 13/16' Sleeve finish matches esuich- eon 8mm) - FIGURE 2. ADJUSTABLE STANDARD MODEL M DRY PENDENT SPRINKLER WITH UP TO 2" (50,6mm) ADJUSTMENT shipment and installation, and to make certain the unit has been prop- erly tightened. If a thread leak should occur, normally the unit must be re- moved, new pipe joint compound or tape applied, and reinstalled. This is due to the fact that when the joint seal leaks, the sealing compound is washed out of the joint. F. Wet pipe systems supplying Dry Pen- dent Sprinklers must be provided with adequate heat. Refer to appropriate installation standards. 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the "Authority Having Jurisdiction" may have additional maintenance, testing, and inspection requirements which must be followed. A. The sprinklers must be inspected on a regular basis for signs of corrosion, mechanical damage, obstructions, paint, etc. The frequency of the in- spections may vary due to corrosive atmospheres, water supplies and ac- tivity around the device. NOTE: To locate deflector at minimum distance be low ceiling, with no upward adjustment z n16, available, order the 61.Dmm) dry pendent sprinkler Minimum 1' (25,4mm) shorter than 'A' dimension. DEFLECTOR AT MINIMUM DISTANCE BELOW CEILING I NOTE: To locate deflector i at maximum dis- tance below ceiling, 4-7n6- with no downward 112.7mm) adjustment avail - I Mapmum able, order the dry pendent sprinkler V j 25,4mm) longer than 'A' dimension. DEFLECTOR AT MAXIMUM DISTANCE BELOW CEILING Sprinklers that have been field painted, caulked, or mechanically damaged must be replaced immedi- ately. Sprinklers showing signs of corrosion shall be tested and/or re- placed immediately as required. Model M Dry Pendent Sprinklers that are 50 years old shall be tested and/or replaced immediately as re- quired. Never attempt to repair or reassemble a Dry Pendent Sprinkler. Sprinklers that have operated cannot be reassembled or re -used, but must be replaced. When replacing sprin- klers, use only new sprinklers. The sprinkler discharge pattern is critical for proper fire protection. Nothing should be hung from, at- tached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers in- stalled. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instruc- tions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the effected area. 1. Remove the system from service, draining all water and relieving all pressure on the piping. Form No. F_101592 t Sprinkler 101 k March 26,1996 2. Using the special sprinkler wrench, remove the old sprinkler and install the new unit. Care must be taken to replace the sprinkler with the proper model, style, "A" dimen- sion, orifice size, and temperature rating. 3. Place the system back in service E. Sprinkler systems that have been subjected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient tem- Authority Having Jurisdiction for mini- mum replacement requirements. operated,and secure all valves. CneCK and peratures, but have not repair all leaks. should be replaced. Refer to the FOR MONSOON MEMEMEMEMEMEM Determine Outside 1-5116 ameter face of tee to base of ca............................so same as 2: Round up to increment between 3' 76,2mm) and pipe). 3. PLAIN BARRELMODELFIGURE Y PENDENT SPRINKLERADRKEY See row I of Approved 1 Finish Chan Pendent Approval 2 Style APPROVEI)TEMPERATURES APPROVEDDryAVAILABLE FOOTNOTES complete1Basepartnumbershown. For part number, see price list. This Chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with theadditional2manufacturerapprovals. length3MinimumOrificeDry Model4Maximum (listed) length for K Factor varies with length of Large Orifice measuredMetricKFactorsshowninFigure4areforusewhenpressureIsmeasuredInkPa. When pressure Is in BAR, multiply the metric K Factor shown by .. Replaces page 101 h-k dated May 6, 1993 Form No. F_101592 or Sept. 15, 1993 (add ULC listing) DRY HORIZONTAL SIDEWALL SPRINKLERS MODEL F960/0-46 DESIGNER, 1/2" ORIFICE The 112 inch orifice Model F960/0-46 Designer Dry Horizontal Sidewall Sprinklers (Ref. Figure A) are auto- matic sprinklers of the frangible bulb type. They are designed for installation along a wall and just beneath a smooth ceiling. Horizontal sidewall sprinklers are generally used in lieu of pendent sprinklers because of aesthetic, build- ing construction, or installation econ- omy considerations. Available in a wide range of operating temperatures and in order lengths of 1/2 inch increments from 2-1/2 to 48 inches, the F960/0-46 is intended for use in applications where the sprink- lers and/or a portion of the connecting piping may be exposed to freezing temperatures (e.g. horizontal piping extensions from a wet pipe system through a wall to protect a freezer or an unheated area of a building). When the F960/0-46 is in service, water is prevented from entering the assembly by the Plug and O-Ring Seal in the Inlet of the Sprinkler. Upon ex- COMPONENTS: 1-Deflector 2-Frame 3-Guide Tube Sub -assembly 4-Water Tube 5-Spring 6-Compression Screw 7-Bulb B-Bulb Seat 9-Casing 10-Yoke 11-Inlet 12-Plug Q-0-Ring Seal 14-Escutcheon. Inner Piece 15-Escutcheon, Outer Piece posure to a temperature sufficient to operate the Bulb, the Bulb shatters and the Bulb Seat is released. The compressed Spring is then able to ex- pand and push the Water Tube as well as the Guide Tube outward. This ac- tion simultaneously pulls outward on the Yoke, withdrawing the Plug and NOMINAL I 2 VENT HOLE ** 3.5• I t5/16" 7.9mm) LCENTERLINE 14 OF WATERWAY 15 SHOWN 90. OUT OF POSITION TEMPERATURE RATING IS INDICATED ON DEFLECTOR O-Ring Seal from the Inlet and initiat- ing water flow. The Escutcheon Plate has been de- signed to provide 1 inch of total hori- zontal adjustment (plus or minus 1/2 inch), to assure proper field positioning and to reduce the accuracy to which TEMPERATURE RATINGS AND BULB LIQUID COLOR CODE: 1357 / 57'C Orange 155'F / 68'C Red 175'F / 79'C Yellow 200'F / 93'C Green 286'F / 141'C Blue 360'F / 182'C Mauve NOMINAL K-FACTOR: 5.5 ( GPM+-,rp—si) 79.2 (LPM -1- 4Wr ) S" ORDER LENGTHS: 2-1/2 to 48 inches in 1/2 inch increments FINISH COMBINATIONS: Sprinkler Escutcheon Chrome Plated Chrome Plated Chrome Plated White Painted Natural Brass White Painted S"ORDER LENGTH 2-1/2" (63.5mm) MINIMUM 48* (1.22 rn) MAXIMUM MOUNTING SURFACE (WALL) 1, DIAMETER DIAMETER FIGURE A MODEL F960/0-46 DRY HORIZONTAL SIDEWALL SPRINKLER WITH STANDARD ESCUTCHEON PLATE 9/16" (14.5mm) NOMINAL MAKE -IN ram---- 17 9.5mm) r-------------- T T ' 13 ' Printed in U.S.A. 11.92 TD555 r vio DISCHARGE IN Y.S. GALLONS PER MINUTE (GPM) 7010 Is EO Es SO 75 W LL M QLL W UWZ QQ LL O VZ J W CC LU W U 9 10 11 12 13 14 15 HORIZONTAL DISTANCE FROM DEFLECTOR BOSS, FEET A) RESIDUAL PRESSURE — 7.5 PSI (0.52 BAR) B) RESIDUAL PRESSURE —15 PSI (1.03 BAR) C) RESIDUAL PRESSURE — 30 PSI (2.07 BAR) AND GREATER FIGURE B UPPER LIMIT OF WATER SPRAY FOR F960/0-46A SEE TECHNICAL DATA AND WARRANTY SECTIONS the sprinkler fitting must be installed. The 3 inch outside diameter of the outer piece of the Escutcheon Plate combined with the 1-3/4 inch diameter clearance hole size also contributes to the ease of installation by covering off- set clearance holes. The Escutcheon Plate is a separable two-piece design which allows instal- lation of the sprinklers and pressure testing of the fire protection system, prior to wall construction and/or appli- cation of a finish coat to the wall. It also permits refinishing of a wall surface without having to first shut down the fire protecton system and remove the sprinklers. The 1/2 inch orifice Model F960/0-46 Dry Horizontal Sidewall Sprinklers are listed by Underwriters Laboratories Inc. and Underwriters' Laboratories of Canada for use in Ordinary Hazard Occupancies. The laboratory listings only apply to the temperature ratings, order lengths, sprinkler finishes, and escutcheon plate finishes stated in Figure A. WARNING The Model F9601 Q-46 Dry Horizon- tal Sidewall Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as applicable standards of the National Fire Protection As- ociation, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. The Model F960I Q-46 Dry Horizon- tal Sidewall Sprinklers cannot be in- stalled in threaded elbow fittings or plain end pipe fittings without first having the fitting manufacturer ver- ify that there will be clearance be- tween the F9601 Q-46 Inlet and the inside of the pipe fitting. Failure to use a pipe fitting with clearance for the F96OQ46 Inlet may result in a binding of the Plug and a failure of the sprinkler to operate or, insufficient engagement of the I inch NPT pipe threads with consequent leakage. The 1/2 inch orifice Model F960/0-46 Dry Horizontal Sidewall Sprinklers are rated for use at a maximum service pressure of 175 psi. The available tem- perature ratings, order lengths, sprink- ler finishes, and escutcheon plate fin- ishes are given in Figure A. The F960/0-46 must be installed with a deflector to ceiling distance of 4 to 12 inches. To meet this requirement, the centerline of the sprinkler waterway Ref. Fig, A) must be between 4-5/16 and 12-5/16 inches below the ceiling. Figure B illustrates the upper limit of the water spray, as a function of resid- ual pressure. The sprinkler must be spaced away from beams and other obstructions such that they will not in- terfere with the proper distribution of water by the sprinkler. w.wiii_.i w wwwwm W w ww"ww"w sew wr w w• 3' i'a:'w•w awa'is/Ns1 Y "wsaaww w w wvaww r/ Stew ww:w.... w... wwwaw.". r/ w M i"ww.' '1• w owwaww _ wwwww Y"w"ww ai wwarwawwv' . w'i waw = DM Mw a. w iuw, Ywao w•AMwYM w.rYwsvw ww1 wi/SD1 s1lN w...wssawaw wwsww so va Iw Ida I*. DISCHARGE IN LITERS FIR MINUTE 1.0 0.5 FIGURE C NOMINAL DISCHARGE CURVE The nominal discharge curve for the F960/0-46 is plotted in Figure C and it represents the flow "0" in U.S. gallons per minute (gpm) as determined by the formula: 0 = KFp where the nominal sprinkler discharge coefficient "K" - 5.5 and "p" = pressure in pounds per square inch (psi). Listing standards permit the actual value of K" to vary from 5.3 to 5.8. The F960/0-46 Dry Horizontal Side - wall Sprinklers are to be installed in fittings that provide clearance between the F960/0-46 Inlet and the inside of the fitting. The F960/0-46 Sprinklers may be installed in 1 inch NPT outlet connections of malleable iron threaded tee fittings per ANSI 1316.3 or cast iron threaded tee fittings per ANSI B16.4. For threaded tee fittings, the end sprinkler fitting on a branch line is to be a plugged tee fitting (Ref. Figure A). GruvlokO Sock- ItTM x 1 inch NPT side outlet fittings manufactured by Grinnell Corporation also provide adequate clearance between the F960/0-46 Inlet and the inside of the fitting. The Plug and Inlet are brass per ASTM B16 (C36000), and the O-Ring Seal is silicone rubber. The Casing is galva- nized carbon steel per ASTM A135 Grade A. The Frame is bronze per ASTM B62 (C83600), the Deflector is brass per ASTM B36 (C22000), the Compression Screw is bronze per ASTM B140 (C31400), and the two pieces of the Escutcheon Plate are 0.020 inch thick carbon steel per SAE 1008/1010. The Water Tube is brass per ASTM B135 (C33000). The Bulb Seat, Spring, and Yoke are all Type 302 stainless steel. The Guide Tube sub -assembly is constructed of Type 302 stainless steel and brass per ASTM B16 (C36000). a V • .0 Branch, cross, and feedmain piping that is connected to dry horizontal sidewall sprinklers and subject to freezing temperatures must be pitched for drainage in accordance with the minimum requirements of the National FirG Protection Association for dry pipe sprinkler systems. The outer piece of the Escutcheon Plate cannot be used to hold the F960/0-46 Sprinkler in position. Pipe support must be provided in accor- dance with the minimum requirements of the National Fire Protection Associ- ation with respect to armovers and wall mounted sidewall sprinklers. When dry horizontal sidewall sprink- lers are to be used on wet pipe sprink- ler systems protecting areas subject to freezing temperatures (e.g., coolers or freezers), consideration must be given to the appropriate length of the sprink- ler that will prevent freezing of the water in the connecting pipes, due to conduction. The following are the min- imum recommended lengths between the face of the F960/0-46 sprinkler fitting and the outside surface of the protected area, when the temperature surrounding the wet pipe sprinkler sys- tem is maintained at a minimum tem- perature of 40'F: 6 inches when the temperature within the protected area is 0'F; 12 inches when the temperature within the protected area is -20'F; 18 inches when the temperature within the protected area is -40'F; and, 24 inches when the temperature within the protected area is -607. For protected area temperatures be- tween those given above, the mini- mum recommended length from the face of the fitting to the outside of the protected area may be determined by interpolating between the indicated values. NOTES The Model F960/Q-46 Dry Horizon- tal Sidewall Sprinkler must only be installed in fittings that meet the re- quirements of the Warning and Tech- nical Data sections. Refer to the System Design section for other important requirements regard- ing piping design. Do not install any bulb tXpe sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble varies from ap- proximately 1116 inch for the 135 7/57 C rating to 118 inch for the 36071182 C rating. The sprinkler fitting should be located so that the face -of -fitting to mounting surface distance is within plus or minus 1/4 inch of the sprinkler order length. The remaining escutcheon plate adjustment can then be used to compensate for the possible manufac- turing variations in the take-out of the fittings, as well as in the make -in of the sprinklers (as permitted by ANSI 131.20.1). The F960/0-46 must be installed with a deflector to ceiling distance of 4 to 12 inches. To meet this requirement, the centerline of the sprinkler waterway Ref. Fig, A) must be between 4-5/16 and 12-5/16 inches below the ceiling. The Model F960/0-46 must be in- stalled with the centerline of the water- way horizontal and perpendicular to the back wall surface. The word "TOP" on the deflector must face upwards toward the ceiling. It is recommended that a lightweight spirit level (less than 1 pound), be used to level the sprinkler fitting and the sprinkler Deflector, as shown in Figure D. NOTE The Deflector is angled forward - downward at a nominal angle of 3.5 consequently, the spirit level must be carefully positioned left -to -right, when using it to level the deflector. Proceed with the installation as fol- lows: 1. Apply pipe thread sealant sparingly to the 1 inch NPT sprinkler threads only. Use of a Teflont based pipe joint sealant is recommended. 2. Install the F960/0-46 by wrenching on the Casing with a pipe wrench, whenever the Casing is readily accessable. Otherwise, use a 10 inch adjustable wrench applied to the wrench flats of the Frame. NOTES A leak tight I inch NPT sprinkler joint should be obtained with a torque of 20 to 30 ft.lbs. Higher levels of torque may distort the Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to make-up for in- sufficient adjustment in an es- cutcheon plate by under- or over - tightening the sprinkler. Readjust SPRINKLER \ / SPIRIT FITTING V LEVEL CENTERLINE` 6" OR LONGER OF WATERWAY NIPPLE DEFLECTOR J• F960/0-46 FIGURE D LEVELING OF SPRINKLER FITTING AND DEFLECTOR ESCUTCHEON, OUTER PIECE 909 ESCUTCHEON, INNER PIECE-7 PRONGS FIGURE E ESCUTCHEON OUTER PIECE INSTALLATION PROCEDURE the position of the sprinkler fitting to suit. 3. After the wall has been installed or the finish coat has been applied, in- stall the outer piece of the Escutch- eon as follows: a. Refer to Figure E and place the outer piece of the Escutcheon over one side of the Deflector with one pair of the Prongs at the bottom as shown in Figure E, and with the other pair of Prongs directly above the Deflector. b. Pass the outer piece of the Es- cutcheon over the Deflector by horizontally swinging the outer piece 90' towards the wall. c. Slide the outer piece of the Es- cutcheon over the inner piece until the outer piece contacts the wall. j DuPont Registered Trademark q • 6 TEMPERATURE RATING 940 135'F / 57'C 941 155'F / 68'C 942 175'F / 79'C 943 200'F / 93'C 944 286'F / 141'C 945 360'F / 182'C PSN 60 - XXX - X - XXX FiSPRINKLERFINISH ESCUTCHEON PLATE FINISH 0 CHROME PLATED WHITE PAINTED 1 NATURAL BRASS WHITE PAINTED 9 CHROME PLATED r CHROME PLATED S" ORDER LENGTH INCHES DECIMAL FOR EXAMPLE) 025 2.5" 080 8.0"• 180 18.0' 185 18.5" 475 47.5" 480 48.0" I TABLE A PRODUCT SYMBOL NUMBER SELECTION FOR MODEL F960/0-46 DRY HORIZONTAL SIDEWALL SPRINKLERS WITH STANDARD ESCUTCHEON PLATES Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100'F/38'C and they must never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers — both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (ref. Installation Section.) If a sprinkler must be removed for some reason, do not reinstall it or a replacement without reinstalling the outer piece of the Escutcheon Plate. If the outer piece of an escutcheon plate becomes dislodged during service, re- place it immediately. NOTES Absence of the outer piece of an es- cutcheon plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system control value for maintenance work on the fire protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. NOTES It is recommended that the piping connected to dry horizontal sidewall sprinklers be periodically checked to assure that proper pitch and drainage is in accordance with the minimum requirements of the National Fire Protection Association, if the piping is subject to freezing temperatures. A Vent Hole is provided in the Bulb Seat (Ref. Figure A) to indicate that the Dry Horizontal Sidewall Sprink- ler is remaining dry. Evidence of leak- age from this Vent Hole is an indica- tion that there may be weepage past the O-Ring Seal and, therefore, it is an indication that the sprinkler must be removed for determining the cause of leakage (e.g. an improper installation or an ice plug). The fire protection system control value must be closed and the system drained before remov- ing the sprinkler. Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERING PROCEDURE Model F960/0-46 Dry Horizontal Side - wall Sprinklers are furnished based upon "Ordered Lengths" as measured from the face of the wall to the face of the fitting in which the individual sprinkler is to be installed (refer to Fig- ure A). After the measured length is taken, round the measurement up or down to the nearest 1/2 inch increment of 2-1/2 to 48 inches. Orders must -in- clude the description and Product Symbol Numbers. Sprinklers: Specify: (temperature rating) Model F96010-46 Dry Horizontal Sidewall Sprinkler with (specify type) finish Sprinkler and (specify type) finish Standard Escutcheon Plate and "S" Order Length of (specify) inches, PSN specify from Table A). Contact your local distributor for avail- ability. Replacement Parts: To order a replacement for the outer piece of the Escutcheon Plates, spec- ify description and for use with Model F960/0-46 Dry Horizontal Sidewall Sprinkler, and Product Symbol Num- ber (PSN). A replacement inner piece for the Escutcheon Plate is not avail- able. Chrome Plated Outer Piece for F960/0-46 Standard Escutcheon Plate ................. PSN 56-960.9.007 Painted While Outer Piece for F960/0-46 Standard Escutcheon Plate ................. PSN 56-960.0-007 There is a patent pending concerning certain features of the Model F960/0-46 Dry 'Horizontal Sidewall Sprinklers. J Reg, trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A f'tlCOINTERNAT/ONAL LTD. COMPANY